20080657 Ver 1_Application_20080409

,~
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
April 7, 2008
0 ~ "~ 7'
The Following package is being submitted for Phase 2 of Beagle Run Subdivision. Seven copies of the
application, as well as supporting figures and photographs are being submitted, and the application fee
of $200.00 is enclosed. A project narrative follows the application. Please forward correspondence to:
Paul White
359 Midway Road
Statesville, NC 28625
And copy to:
P. Scott Bell
388 Ingram Road
Statesville, NC 28625
Any questions regarding the application and/or supporting documents should be directed to Scott Bell,
704-450-0382, or 828-455-3454.
Sincerely,
Paul White
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Office Use Only' Form Version March OS
08 0657
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
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: NW-14
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: ^
Applicant Information
D ~~~~~ ~~
. ~~ a ?008
Owner/Applicant Information N~ " "
Name: Paul White _.~ A~rv~~eaeL+~"
Mailing Address: 359 MidwaYRd Statesville NC 28625 .~nNnS~~s~OR
Telephone Number: 704-876-4132 Fax Number: n/a
E-mail Address: n/a
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:
E-mail Address:
Fax Number:
Page 5 of 13

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 proj ect: Beagle Run Subdivision Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 4726-47-0227.4726-48-5495_
4. Location
County: Iredell Nearest Town: Statesville
Subdivision name (include phase/lot number): Beagle Run Phase 2
Directions to site (include road numbers/names, landmarks, etc.): I-40 to NC Hwy 115
North toward Wilkesboro after crossing 4th Creek Turn Left on Midway Rd. Subdivision is
approximately 1 5 miles up Midway Rd on the left.
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°50'32.2" N 80°56'38.8" W
5. Property size (acres): 94.510 Acres
6. Name of nearest receiving body of water: Fourth Creek
7. River Basin: Yadkin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt~'//h2no.er.state.nc.us/admin/maps/.)
8. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existin~Lsite is a farm with approximately 25 acres of row
crops 10 to 15 acres of fenced~asture and the remaining_portion is wooded. Property in the
vicinityconsists ofprimarily farm land and single family residential housing.
Page 6 of 13

~ ~
9. Describe the overall project in detail, including the type of equipment to be used: The
project consists of constructin¢ new subdivision roads erosion control structures, storm
drainage new potable water line the creation of approximately 56 new single family
residential lots Equipment to be used will be• Backhoe track loader, bull dozer, sheep foot
roller possibly a pan and asphalt paving egLuipment
10. Explain the purpose of the proposed work: Creation of new residential subdivision
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.
No future permits anticipated -
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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.
Page 7 of 13

Provide a written description of the proposed impacts: New stream crossing=placing
65 linear feet of 60" culvert in stream as well as 25 linear feet of Rip-Rap Apron (OP-1), for
a total disturbance of 90 linear feet A portion of this of the 90 feet of disturbance is to be
mitigated through the replacement of an existin¢ 24" HDPE culvert as shown by the attached
pictures for a total impact of 70 linear feet.
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,
,.,,+ol„ 1; 0+ ;mr~or~+c Tana +n tenth ctnlrtnTP and f~n(1(hn~.
~GYcua

Wetland Impact
Site Number
(indicate on map) «.ly uo~ iuaYuv~.~ ...,... ..,

Type of Impact -- - - ---
T e of Wetland
yp
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
(es/no)
Distance to
Nearest
Stream
(linear feet)
Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
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
t b 'ncluded To calculate acreage multiply len X width, then divide by 43,560.
mus
Stream Impact
Ntunber
indicate on ma e i

Stream Name

Type of Impact
Perennial or
Intermittent?
Average
Stream Width
Before Im act
Impact
Length
(linear feet
Area of
Impact
acres
1 UT to 4`~ Creek Culvert Perennial 5 LF 70 LF 0.008

Total Stream Impact (by length and acreage) 70 0.008
Page 8 of 13

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
fll_ excavation_ dred~in~_ flooding. drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map) ~
Name of Waterbody

(if applicable) v

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.005
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.0
Total Stream Impact (linear feet): 0.005
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.
Not applicable
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
Page 9 of 13

techniques to be followed during construction to reduce impacts. Unnamed tributary bisects the
property and divides it into 2 distinct~arcels In order to access the maiority of property west of
the stream a stream crossing_is necessary The length of disturbance was mm~m»ed by lowenn~
the vertical curve of the proposed road at the crossin tg o the permissible extent that provided
sufficient cover over the culvert Also there is as existing culvert for farm use that will have to
be demolished in order to install the proposed 60" CSP The total linear disturbance will be 70
linear feet (the new culvert and rip rap_ apron = 90 LF Deduct the 20 linear feet of existing
culvert)
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
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~//h?o enr state nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
n/a
Page 10 of 13

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
[phone] 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/wip/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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ^ No
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 [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been fmalized 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 (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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 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
Page 11 of 13

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 multi Tiers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 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
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. Existing impervious acreage = 0.0%
Proposed impervious area = 5 72 acres including new roads and assumed 2500 sf residences on
55 new lots and assumed 12' wide driveway for 40 LF for each residence, for 6.1% impervious
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.
Individual septic tanks will be provided for each residence.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-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
Page 12 of 13

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:
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).
,~- ~, ~,.
Applicant/Af ent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

Proiect Narrative
Site Description:
Included with this submittal are the following figures and pictures:
1. USGS Quad, Statesville West, showing site location, and location of creek crossing
2. GIS Map depicting parcel to be subdivided as well as adjacent parcels
3. Plan view of roadway showing proposed culvert and grading, Scale: 1 "=40'
4. Profile of roadway showing proposed finish grade and culvert, Scale 1"=40' Horiz, 1" = 4' vert
5. Cross section of proposed 60" CSP, showing existing and finish grade, and proposed culvert.
6. 4 photographs of existing stream upstream and downstream of existing culvert, and inlet and outlet of
existing culvert.
Location:
The site is located in Concord Township, Iredell County. The site is located approximately 3200 feet down
Midway Road From the Intersection of Hwy 115 and Midway Road.
Soils Information:
The site mostly consists of soils of the Cecil, Colfax, Hiwassee, Lloyd, Wehadkee, and Worsham soil
component families. A small portion of the site near Fourth Creek consists of Chewacla type soils.
Table 1 summarizes the soils found on site. A soils map of the area, as well as additional soils information can
be found under Tab 3 of this report.
Table 1: Soil Groups
Soil Group Map S~ Hydrologic Group
Cecil CfB2 B
CfC2 B
CfD2 B
Chewacla Cw C
Receiving Water Body Classification:
The surface runoff from the site discharges into an unnamed tributary of Fourth Creek, as well as directly to
Fourth Creek; a tributary to the Yadkin River.
Colfax CxB C
Hiwassee HwB2 B
HwC2 B
Lloyd LcC3 C
LcD3 C
Lloyd LmB2 C
LmC2 B
LmE2 B
Wehadkee We D
Worsham Wo D

Flood Information:
Portions of the site to be left undisturbed were determined to be within the 100 year flood plain as determined
by the Flood Insurance Map shown under Tab 2 of this report.
Drainage Features / Stormwater Calculations:
The South-eastern portion of the existing site is presently used for row crops. The remainder of the site consists
of densely vegetated land along Fourth Creek within the floodplain, as well as mature hardwoods. The site is
divided by an unnamed tributary discharging to Fourth Creek. The property to the north of the unnamed
tributary was subdivided during Phase 1 construction. The proposed entrance road (Short Dog Drive) will be
extended across the unnamed tributary to provide access to Phase 2. This crossing will require ACOE and
NCDENR permitting for perennial stream disturbance. This proposed crossing will consist of the removal of an
existing 20 foot long HDPE culvert, and installation of 65 LF corrugated steel culvert, 60" in diameter, as well
as a rip rap outlet apron, 25 feet in length, for a total disturbance of 701inear feet. Street and Culvert Design has
been submitted to NCDOT, and has been approved.
The hydraulic analysis for culvert and channel design wad performed using the Rational Method, in the
Hydrology module of AutoCAD 2006. IDF curves were obtained from NOAA for Statesville 2 NNE, a copy of
which is provided in the Appendix. All culverts were designed fot the 25 year storm event; the cross drain at the
unnamed tributary was also analyzed using the 100 year storm event. Design, base flood, and overtopping
information is provided on the roadway profiles, with supporting calculations shown under Tab 4.
Sediment and Erosion Control Plan:
Best management practices will be utilized to prevent silt from leaving the construction site. Silt fence will be
placed down gradient of disturbed areas. Temporary inlet protection will be used to prevent sediment from
entering the storm drainage culverts. Temporary diversions will be used to divert runoff into several temporary
sediment traps, and one skimmer type temporary sediment basin. The temporary sediment traps will collect
sediment laden runoff from diversion ditches and outlets. Riprap outlet protection will be used at pipe outlets to
slow exit velocities and prevent erosion. Temporary and permanent grassing will be utilized during, and after
construction. Due to the steep slopes on a majority of the site, temporary channel liners will also be used to
protect ditches from erosion.
Downloadable MS Excel Spreadsheets were obtained from the NCDENR webpage for calculating sediment
basin, sediment trap, and rip rap apron dimensions. Channel liners were designed using the Tractive Force
Procedure, with output coming from North American Green Erosion Control Materials Design Software, V 4.1.
The Erosion Control plan has been submitted to and approved by Iredell County Erosion Control.

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S ECIFICA IONS. INIMUM GAGE = 12 GA E (0.1 9").
A L COR UGATED STEEL ULVERT SHALL HAVE PE B
C ATING, OR SHA L BE A UMINIZ D STEE .

LOW POIN ELEV = 858.68
OW POINT STA = 1 +64.56
PVI ST = 12+8 .90
PVI E EV = 851 .20
A. = 14.2
K = 29.92
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~E
La
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
~ 0 %~
S ECTI 0 N A-A I`
FILTER CLOTH
I III ~IIIII d
KEY IN 6"-9"; RECOMMENDED
FOR ENTIRE PERIMETER
PIPE OUTLET TO FLAT AREA -
NO WELL-DEFINED CHANNEL
F
SECTION
W=Do + La
'IPE OUTLET TO WELL
)EFINED CHANNEL
d
ENTIRE PER M~TERCOMMENDED FOR
PIPE OUTLET TO
WELL-DEFINED CHANNEL
RTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"
OUTLET PROTECTION SUMMARY TABLE
OUTLET N0. Do La D50 Dmax d
OP-1 5' 25' 1 ' 1.5' 2.25'
OP-2 2' 14' 6" 9" 1.25'
OP-3 2' 20' 1 ' 1.5' 2.25'
OP-4 3' 24' 9" 1.13' 1.69'
PERMANENT
OUTLET PROTECTION °P-'
NO SCALE
s
J
FILTER CLOTH