HomeMy WebLinkAbout20060188 Ver 1_Application_20060206
dM STAre
STATE OF NORTH CAROLINA
f® !?,,
s??LO P?TFR >006 ?.
DEPARTMENT OF TRANSPORTATION Re'c?
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
February 3, 2006
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office 6508 Falls of the Neuse Road, Suite 120 060188
Raleigh, NC 27609
Attention: Mr. Eric Alsmeyer, NCDOT Coordinator
Subject: Proposed maintenance improvements to a structure conveying an unnamed
tributary to Terrible Creek on SR 1401 (Stewart Street) in Wake County.
The North Carolina Department of Transportation (NCDOT) proposes to replace a pipe
conveying an unnamed tributary to Terrible Creek on SR 1401 (Stewart Street) in Wake
County (Figures 1 - 3). Information concerning this activity is provided below:
Impacts to Waters of the United States
Site 1 -Waters of the U.S.
Maintenance activities at this site will impact an intermittent stream, an unnamed tributary to
Terrible Creek, [NCDENR-DWQ Index No. 27-43-15-8-(1), Best Usage Classification
B NSW, HUC 03020201] (Figure 3) in the Neuse River Basin. The existing structure
conveying the creek is a 24-inch pipe with a drop box on the west road shoulder
(Photographs 1 and 2). The NCDOT proposes to replace the existing structure with a double
line of 48-inch corrugated aluminum pipes that are 80 feet long. Please note that one of the
replacement pipes will serve as the main line.for carrying the stream and the other will serve
as an overflow pipe. The NCDOT proposes to temporarily dewater the work zone during the
construction of the project. This will involve the temporary placement of sandbags in the
creek 10 ft upstream and 10 ft downstream of construction. Once the stream has been
dewatered, the pipe will be replaced. Permanent impacts at the site associated with the
replacement of the structures and rip rap to protect the structures involve a total of 32 linear
feet (12 ft of surface water fill at the outlet and 20 ft of rip rap armoring total for both ends of
the new pipes). The work zone will be dewatered for approximately 5 days. Temporary
concurrent impacts to the stream from this activity will result in the dewatering of 32 linear
feet of stream. The sandbags used for dewatering will be removed after construction. Please
note that the portion of this stream to be impacted is highly degraded and therefore we
propose no mitigation ,for the 12 , ft of proposed surface water fill. Fill in wetlands is also
anticipated at this site. The placement of rip rap surrounding the inlet of the new structures
and space needed for construction will result in 326 ft- (0.007 ac) of fill in a fringe wetland
along this stream. (See Appendix One for USACE Wetland Delineation forms/DWQ rating
sheets).
Division 5, 2612 N. Duke Street, Durham, NC 27704
Phone: (919) 560-6081 Fax: (919) 560-3371
2
Riparian Buffer
Site 1- Buffers
The maintenance at this site involves a road crossing of a stream that is subject to the
Neuse River Buffer Rules. The unnamed tributary to Terrible Creek, at Site 1, is depicted
on the most recent version of the Fuquay-Varina (USGS 1974/1981) topographic
quadrangle (Figure 1) and the Soil Survey of Wake County (USDA-SCS, 1970) (Figure
2). Construction impacts at this site total 2,788 ft2 in Zone 1 and 0 ft2 in Zone 2 (totaling
32 linear feet of riparian buffer impacts). Based on the impacts to the riparian buffer at
this site, this crossing is EXEMPT.
Waters of the U.S. Mitigation
Avoidance: All wetlands and surface waters not affected by the project will be protected
from unnecessary encroachment. No staging of construction equipment or storage of
construction supplies will be allowed in wetlands or near surface waters.
Minimization: The side slopes have been steepened to the extent possible at jurisdictional
sites. Strict enforcement of sedimentation and erosion control Best Management Practices
for the protection of wetlands and surface waters will be enforced during project
construction. Continued coordination will occur with maintenance forces and the
Environmental Officer during construction to minimize impacts to these sites.
Compensatory Miti ag tion: Unavoidable impacts to 0.007 acre of non-riverine wetlands
will be mitigated (at a 1:1 ratio) by providing 0.007 acre of restoration equivalent non-
riverine wetlands within the same river basin and cataloging unit. Please note that no
stream mitigation is offered for the 12 lft of impacts to this degraded stream. All
compensatory mitigation requirements will be assimilated on a quarterly basis and
provided to the Ecosystem Enhancement Program (EEP) for their acceptance with a copy
provided to the USACE for verification and accounting purposes.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the ESA. As of January 29, 2003, there are four federally protected species
listed for Wake County. They include bald eagle (Haliaeetus leucocephalus),
red-cockaded woodpecker (Picoides borealis), dwarf wedgemussel (Alasmidonta
heterdon), and Michaux's sumac (Rhus michauxii). SR 1401 is not adjacent to nor is it
surrounded by open water suitable of supporting foraging habitat for the bald eagle. The
dense stands of mixed hardwood surrounding this roadway do not offer suitable forging
or nesting habitat for red-cockaded woodpecker. Since this stream crossing is within the
headwaters of this drainage way and is very degraded it does not provide suitable habitat
for mussel fauna. Additionally, the roadway shoulders along SR 1401 are heavily
maintained from the pavement to the woods line, eliminating the possibility for
Michaux's sumac to exist in these areas. Therefore, based on lack of suitable habitat
observed during the 06/06/05 site visit, biological conclusions of No Effect have been
rendered for each species.
R,
3
Summary
The NCDOT proposes to replace the existing structures with a double line of 48-inch
corrugated aluminum pipes. Please note that one of the replacement pipes will serve as the
main line, for carrying the stream and the other will serve as an overflow pipe. The NCDOT
proposes to temporarily dewater the work zone during the construction of the project.
This will involve the temporary use of sandbags. Once the stream has been dewatered,
the pipes will be replaced. Permanent impacts to the stream at Site 1 total 32 linear feet
(12 ft fill and 20 ft for rip rap armoring). Fill in wetlands is also anticipated at Site 1. The
placement of rip rap surrounding the inlet of the new structures and space needed for
construction will result in 326 ft'` (0.007 ac) of fill in a fringe wetland (See Appendix One
for USACE Wetland Delineation forms/DWQ rating sheets). Riparian buffer impacts at
Site 1 total 2,788 ft2 in Zone 1 and 0 ft2 in Zone 2 (totaling 32 linear feet of riparian
buffer impacts). Based on the impacts to the riparian buffer at Site 1, this crossing is
EXEMPT.
Application is hereby made for a Department of the Army Section 404 Nationwide
Permit (NWP) 3 and NWP 33. Additionally, this application provides notification to the
NCDWQ as Section 401 Water Quality Certification (WQC) No. 3376 and No. 3366
will be utilized for construction of this project. The NCDOT will comply with all
applicable NWP and WQC conditions. A pre-construction notification is attached with
this request. If you have any questions or need additional information, please contact
Ms. Heather Montague at (919) 560-6081.
S' ely,
V.iJGPNan?ce, P.E.
Division Engineer
cc: Ms. Nicole Thomson, NCDWQ Transportation Permitting Unit
Mr. Battle Whitley, NCDOT District 1 Engineer
Mr. Chris McGee, NCDOT Wake County Maintenance Engineer
Ms. Katie Simmons, NCDOT Roadside Env Field Ops Tech
J 1a
y ? Y Y;
t Sri
r
y
t.
r
M
'ar m
t•
SR 1401 (Stewart Street) - Wake County
Photograph 1. View of Inlet, no stream wetlands only.
Photograph 2. View of Outlet.
u? ;M3
:
\IJ
sue; \
ASP
4
tWAKS,
..{ ? - \r' _'J?• SITE. 1 / y?? \ i,. •? \ ? ,"' J °? "?'`ry.?:h??
r ,
eie
Jr
Merrttsiad ?iaeien9
-io
\ r
?r Hipp h3 *6, 1.
??7'-' `, / ?? % ?\ ?'?. ? a L ? _ , t v?, ?3;
,
?ip0 Pd k iii, t 1) k 1? ?!
T
7.- a .*' ,•? } r', 1 i ( ?? ?f???'``
t
Z4, h
Fs?itSi
y i Owl- Fu luau- t arip I PL
14 t
r ?z
t
Project Study Area
SR 1401 Stewart Street
Wake County
ruquay-Varina USGS Topo Map
(1974/1981)
Figure 1 1:24,000
PaB2
C SITE 1
CeC2
J Ca8)
fir's
r
No °?
( tt J_C ;3aa2 o
`l "aC J
NrL
t?L3 e np _ i . A 1
ApC
'Ya3 bVc i aC A\
/ A f C2f
NJ HrG2 41
?C3 ANv ^7cB J/? V 1 LY \eB N/aC
WgA
HrCZ tiot. \
VdaC HrB IrE
i
G
/ HrC2
vac 1 r
--
Hn, T.
waC - , J.-- rns sheet 10Z
X01;.,;
3
U
O
LL
c
0
t L
?
v
d L ?-
v
v O
L Q
a c
V
L L a v
F-
? -
? 4-
L
0 O
n
v
i ? ? v c
O
+
CL
G 3
0
C
o - O -
L x = m
a- W LL = LL
I.1..
N
f-
'
;
o w '
z
i
w
+ L-
m
M w
L
4-
V)
+
? L ?
3 ;
O:
N
' y
O '
h 3
V N*
av
co at
0
0 t
Q.4-
4-+
na°o
;
;
Oyer FLOW
\n '-Lne
M°
'o"er
L\n?
M°Ln m
?a;
a x xQ
m + O O my
vn CO iL D
CL - v
+ ;x
N+ m
x~
m N
L
N
L
v
3 ;
; m
0
v '
N
?I
x001
C ?I
p L
? m
C O
p 3 ?
W m
to L
0
4-
?I o
+ L
9voti ?{
LL
H
W
LL
W
0
N
44 r + ?_
O cc
r+ M
? 3 c
U
y?
U c ? is
v
oti C
rwJ Q, •-
p L
D O
C O
O 3
to N
v
N
V1 L
O
Joti 4-
+ L
V
"- n
4- g i
N
I GUOZ
Z
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 0 1 8 8
irr -----
? "-y tJCRl-la1 ltuu la uvt app 1114MC to u11S project, please enter Not Appiwaoie" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 and NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4) and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: NCDOT Division 5, Jon G. Nance
Mailing Address: 2612 N. Duke St., Durham NC 27704
Telephone Number: (919) 560-6851 Fax Number: (919) 560-3371
E-mail Address: JNance(a,dot.state.nc.us
2. Agent/Consultant 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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Pagel of 8
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: Proposed replacement of a structure conveying an unnamed tributary to
Terrible Creek on SR 1401 (Stewart Street) in Wake County.
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake
Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From in town Fuquay-Varina, take
SR 1401 (Stewart Street) north to project site.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6061 ON 78.7891 °W
6. Property size (acres): 0.04 acre
7. Name of nearest receiving body of water: UT to Terrible Creek
8. River Basin: Neuse
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is surrounded by wooded areas and residences.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
NCDOT will replace the existing structure at Site 1. The NCDOT will also dewater the work
zone during construction as necessary. Equipment may include excavator backhoe
bulldozer, grader, and crane.
11. Explain the purpose of the proposed work: The existing structure is undersized and has
resulted in a blow hole at the outlet.
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 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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts: The NCDOT will replace the
existing structure at Site I with a double line of larger pipes. The NCDOT will also dewater the
work zone during construction as necessary.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se arately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)
Site 1 Fill Herbaceous No Adjacent 0.007
Total Wetland Impact (acres) 0.007
3. List the total acreage (estimated) of all existing wetlands on the property: 0.007 ac
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number
' Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma
(
) Before Impact (linear feet) (acres)
Fill (piped length) 12 0.0068
Site 1 UT Terrible Creek Rip rap armoring Intermittent 3.0 20 0.002
alon stream bank
Temporary 32 0.002
dewatering concurrent concurrent
Total Stream Impact (by length and acreage) 32 0.0028
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0028
Wetland Impact (acres): 0.007
Open Water Impact (acres): NONE
Total Impact to Waters of the U.S. (acres) 0.0098
Total Stream Impact (linear feet): 32
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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. All wetlands and surface
waters not affected by construction will be protected from unnecessary encroachment during
construction. Strict enforcement of Best Management Practices for the protection of wetlands
and surface waters will be enforced during construction. Only the smallest amount of fill
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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 5 of 8
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 NCEEP 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/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.
NCDOT proposes to meet mitigation requirements by payment into the North Carolina
Ecosystem Enhancement Program (NCEEP) Compensatory mitigation requirements will be
assimilated on a quarterly basis and provided to the EEP for their acceptance with a copy
provided to the USACE for verification and accounting purposes.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): none - impacts to degraded stream
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.007 ac
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
Page 6 of 8
2. 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
X.
3. 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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No El
2. If "yes", 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.
Site 1
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,788 3 (2 for Catawba) N/A
2 0 1.5 N/A
Total 2,788 N/A
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No additional impervious surface is proposed
with this maintenance pipe replacement project. Erosion and sediment control devices at this site
are comprised of temporary silt fence.
XII. Sewage Disposal (required by DWQ)
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.
This project will not generate wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes E] No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This maintenance project will not result in additional development.
XV. 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).
Z
Applican gent's Signature Date
(Agent's signatur is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Appendix One
(USACE Wetland Delineation forms/
DWQ rating sheets)
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: 52 140 1 ''' Date: b G QS
Applicant / Owner: KC 15- So.11 G. aw..C'e. County: 6 a/s-.
Investigator: M 'FDh State: AAr
Do normal circumstances exist on the site? Yes ?No
- Community ID:
Is the site significantly disturbed (Atypical situation).? Yes No
j7 Transect ID:
Is the area a potential problem area? Yes No ? Plot ID:
(explain on reverse if needed
.z
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge -
Aerial Photographs Primary Indicators:
Other _ Inundated
Saturated in Upper 12"
No Recorded Data Available -
_ Water Marks
Drift Lines
Field Observations: - Sediment Deposits
- Drainage Patterns in Wetlands
Depth of Surface Water: e O Secondary Indicators:
Depth to Free Water in Pit: ?•)
o Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
Depth to Saturated Soil:. Local .Soil- Survey Data ..
_?FAC-Neutral Test : , ...
_ Other (Explain in Remarks)
Remarks.
SOILS
5
WETLAND DETERMINATION
Hydrophytic Vegetation. Present?. Yes No Is the Sampling Point
Wetland Hydrology Present? Yes No . Within a Wetland? Y40 No
Hydric Soils Present? Yes?No
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987,
Army Corps of Engineers"s Wetlands Delineation Manual.
?. , .:. ,.. ?..: _ ` ::; ?. got ? ,•A
44
S,` LJI.-
Project Name` ISO Nearest Road
County Waif VN'etland Area 0.002- ages Wetland Width <60 fee
Name of evaluator fie aOee Z' ` t` ° Nt oT ? `? Date dD °?
Wetland Location
- on pond or lake
_ on perennial stream
? on intermittent stream
within interstream divide
other
Soil series
Adjacent land use
(within 112 mile upstream, upslope, or radius)
Dominant vegetation
__11forested/natural vegetation-7.T,%
V"ngricultur 'uean/subur?b'an? %
Vimpervious surface %
(1) ?u,n cxs., s s
predominantly organic - humus, muck,
or peat
predominantly mineral - non-sandy
?predominantly sandy .
Hydraulic factors
steep topography
ditched or channelized
total wetland width 2100 feet
(2) 5c=.
4 .
Flooding and wetness
semipermanently to permanently
flooded or inundated
seasonally flooded or inundated
intermittanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest Pine savanna
Headwater forest Freshwater marsh
Swamp forest Bog/fen
Wet flat Ephemeral wetland
Pocosin Carolina Bay
Bog forest - ?Other r?Q
*the rating system cannot be applied to salt or brackish marshes or stream channels
----- ------- ---------------------------------------------------------------
weight
R Water storage 2 x 4.00 =
A Bank/Shoreline stabilization x 4.00 =
T
Pollutant. removal =
x 5.00
I Wildlife habitat 1
x 2.00
N Aquatic life value 1 x 4.00
G Recreation/Education x 1.00
-
>k=
Wetland
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 mile upstream,
----- yp ope_ or radius ---------------------------------------------------------------------------------------
DATA FORM
ROUTINE WETLAND DETERMINATION
' (1987 COE Wetlands Determination Manual)
Project / site: - - 5k jLfol Stu?a?? S?Ir?1 Dater ?r
Applicant I Owner: 'D w S TDN . J%1 *A County: A14ke
Investigator: a u ?sL State: /VL
Do normal circumstances exist on the site? Yes 1,?No
? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No- 7
? Transect ID:
Is the area a potential problem area? Yes No Plot ID;
(explain on reverse If needed)----,
` VEGETATION .
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). J&D
Remarks.-,.-: Wetland Vegetation Present Based Upon Greater than 50% of the Plant: Species are/are not
Classed as FAC-OBL in the National List of Plant Species that Occur Mi Vedauds.' Sample plot was taken...
Ad
we Hd*t
s j
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
Other - Inundated
,Saturated in Upper 12".
No Recorded Data Available - Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water:. (?•) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: tom,) _ Water-Stained Leaves
_ Local Soil Survey Data .., ,.
Depth to Saturated Soil: (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks.
A/, s;a A s A7,4,-
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup):
..
Confirm Mapped Type? Yes * No.
Pr ofile Description:
Depth ., Matrix Colors Mottle colors., Mottle Texture, Concretions,
inches rizon (Munsell Moist) (Munsell Mo(stl. Abundance/Contrasi ` Stnicture. etc.
Hydric Soil Indicators:
_ Histosol - Concretions
Histic Epipedon High 'Organic Content in Surface Layer in Sandy Solis
Sulfidic Odor Organic Streaking in Sandy Solis
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions - Listed on National Hydric 3oili;"List
GiejW or Low-Chrome" Colors _ Other (Explain in Remarksf,
`
Remarks: .' , . .. , . ,
NO0 ???cAc e?
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point
Wetland. Hydrology Present? Yes No r Within a Wetland? Yes- No
'Hydric Solis Present? Yes No
RemarksLocation (describe) not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of )engineers Wetlands Delineation Manual: