20061849 Ver 1_Application_20061129

Bromley
Weddington, Union County
North Carolina
~F:~EIVED
2oos~ 849
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS & NCDENR
Prepared For
t
Brian Pace
Pace Development
6719-C Fairview Road
Charlotte, NC 28210
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant 1~ " ~'-`~ °; , t-•
3714 Spokeshave Lane ~_~` ' °~~' ~ ~,.~ ~ ~ ~ f
Matthews, NC 28105 ~''~ ~~1
[phone] " ~' ""
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*Subject to verification by the USACE
November 27, 2006
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Office Use Only: ,~ Q ~or,~ U~rs8 n ~ ay~2002
USACE Action ID No. DWQ No.
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(If any particular item is not appltcaole to [nis pru~c~~, pica~c G11LGl i~VL ANf.IlVUViv ..: ..,~,~,_ y„~ ~ ~ _t
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I. Processing
I~FCEIVE[1
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: Approval from NCEEP -attached
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
1. Owner/Applicant Information
Brian Pace
Pace Development
6719-C Fairview Road
Charlotte, NC 28210
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Telephone Number: 704 365 1208 Fax Number:
E-mail Address:
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: Leonard S. Rindner PWS
Company Affiliation: Environmental Plannin¢ Consultant
Mailing Address: 3714 Spokeshave Lane
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 0185
E-mail Address: lrindner~a~carolina.rr.com
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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: Bromley
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Union County Nearest Town: WeddinQton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
See attached location maps -between Hemby Road and Matthews Weddin~,ton Road
5. Site coordinates, if available (UTM or Lat/Long): 35.0321°N, 80.7580°W (WGS84/NAD83)
USGS Weddington (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. Property size (acres): + 160 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Mundorf Lake - UT of Six Mile
Creek
8. River Basin: Catawba
(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/adminlmaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped timbered woodland former agricultural areas
and pasture, single family residential.
10. Describe the overall project in detail, including the type of equipment to be used:
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Proposed residential development ---
11. Explain the purpose of the proposed work:
Road crossings to access and develop residential areas and site preparation.
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 USAGE 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.LP. project, along with
construction schedules.
Preliminary wetland and stream evaluation and delineation was conducted in coniunction with
project planning Modifications were made to the initial concepts to minimize impacts to
jurisdictional streams and wetlands.
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.
Additional impacts are not effected If necessarythey will be applied for appropriately.
V. 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.
1. Provide a written description of the proposed impacts: Proposed~ermanent impacts to
streams and wetlands are limited to road crossings.
2. Individually list wetland impacts below:
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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***
C NWP #39 .06 no <50' PSS1A
F NWP #39 .21 no >300 to <50' PSS1A/PFOlA
G NWP #39 .002 no <50' PSS1A/PFOlA
H NWP #39 .12 no +/- 100' PSS1A/PFOlA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.sov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 9.0 acres
(wetlands, streams, ponds)
Total area of wetland impact proposed: +/-0.40 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(leases eci )
Crossing A NWP 39 70' UT of Six Mile Creek 6' Perennial
Crossing B SPAN 0` same 6' Perennial
Crossing D NWP #39 84' same 6' Perennial
Crossing E NWP #39 70' same 4' Perennial
Crossing G NWP #39 74' same 3' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limned to: culverts and assoctated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us~s.~ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.t~ozone.com,
www.map~e uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2981E
(total linear feet of stream on site +/- 7,241 linear feet
***Mitigation Proposed for 2981inear feet of Perennial Stream Impacts

Sewerline crossings and wetland crossings will be constructed in accordance with NWP
#12 USACE and NCDENR Conditions.
The dam suillwav is aronosed to be stabilized in accordance with NCDENR
requirements, utilizing NWP #3.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
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,
(
ba ,ocean, etc.)

~__a_:_~
* List each impact separately and identify temporary impacts. Impacts include, but are not umitea to: nu, excavau~u, uicugii,g,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VI. 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.
Permanent impacts to streams are limited to road crossings to access development parcels
and required connectivity Road alignments were adjusted to the extent feasible to cross creeks at
strai hg t segments and are as perpendicular as feasible Headwalls are utilized to reduce stream
impacts to the extent feasible Overall the project was designed with large lots (1 unit per 1.5
acres +/-) The site will not be mass graded Individual house sites will be located on upland
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areas within the lots Streams and wetlands within lots are proposed to remain as natural
amenities within the lots.
Sewer line Minimization and Mitigation Plan.
NCDWQ Conditions of Certification (excerpts from GC 3374)
a. The edge of the construction corridor is installed parallel to and closer than 10 feet (3 meters) to a stream or if the
utility line crosses a stream channel at less than 75 degrees or more than 105 degrees of the stream bank;
b. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000 USGS topographic
map as permanent or intermittent shall be installed with no-seam piping. If no-seam piping can not be installed, written
concurrence from NCDWQ is required.
c. Construction corridors parallel to streams shall be placed at the furthest distance from the stream to the maximum
extent possible;
d. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the
concrete has hardened;
e. Placement of riprap is resMcted to stream bottoms and banks directly impacted by the placement of the utility line.
Riprap may only be used below the normal high water level. The stream berm must be restored to the original contours after
construction;
f. That appropriate sedimentation and erosion control practices which equal or exceed those outlined in the "North
Carolina Erosion and Sediment Control Planning and Design Manual" or "North Carolina Surface Mining Manual" are
utilized to prevent exceedances of the appropriate turbidity water quality standards (50 NTUs in streams and rivers not
designated as trout waters by NCDWQ; and all lakes and reservoirs; and 10 NTUs in trout waters);
g. All sedimentation and erosion control measures placed in wetlands shall be removed and the natural grade restored
after the Division of Land resources has released the project;
h. Annual species suitable for wet locations shall be planted within jurisdictional wetlands for soil and erosion control.
Perennials such as fescue are prohibited;
i. No fertilizer shall be applied within 10 feet of streams;
j. The construction. corridor (including access roads and stockpiling of materials) is limited to 40 feet in width in
wetlands and must be minimized to the maximum extent practicable.
k. Permanent, maintained access corridors shall be restricted to the minimum width practicable and shall not exceed 10
feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle turnaround must be spaced at least 500
feet apart.
1. An anti-seep collar (See detail) shall be placed at the downstream (utility line gradient) wetland boundary and every
150 feet up the gradient until the utility exits the wetland for buried utility lines. Anti-seep collars may be constructed with
Class B concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and
perpendicular wetland crossings that are open cut and less than 150 feet (45.7 meters) long do not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10 -5 cm/sec or less. A section and plan view diagram is attached
for the anti-seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded
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b)
course aggregate 5.0
Minimum cement content, sacks per cubic yard with angular
course aggregate
c) Maximum water-cement ratio gallons per sack
d) Slump range
e) Minimum strength. - 28 psi
5.5
6.8
2"to 4"
2,500
m. This general certification does not authorize any permanent changes in preconstruction elevation contours in waters
or wetlands. The permitee will have a specific plan for restoring wetland contours. Any excess material will be removed to a
high ground disposal areas;
n. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will not be required for this
Certification if written concurrence is not needed.
Written concurrence is required if the maintenance corridor is greater than 10 feet wide.
p. This certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or
local approval.
Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this
Certification for the project and may also result in criminal andlor civil penalties. The Director of the NCDWQ may require
submission of a formal application for Individual Certification for any project in this category of activity, if it is determined
that the project is likely to have a signiftcant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of
applications prior to a certification decision if deemed in the public's best interest by the Director of the NCDWQ.
Additional USACE Regional Conditions to Nationwide Permit 12 (Applicable to this project)
- Temporary placement of excavated or fill material in waters and wetlands will be for the absolute minimum period
of time necessary to accomplish the work.
- Each individual crossing will be stabilized immediately with native vegetation. Stabilizing with non-native grasses
(i.e., fescue, etc.) is prohibited
Anti-seep collars must be installed at no greater than 150-foot intervals on all sewer and drain
lines placed in wetlands, and all utility lines must be installed to prevent drainage of wetlands (i.e., no French drain"
construction, etc.)
- The total width of the access corridor excavation and temporary fill area (including mechanized land clearing) is
restricted to no more than 40 feet and must be minimized to the extent practicable.
Restoration Plans in Wetland Areas
Clearing in Waters of the U.S. should be minimized to the extent feasible up to 40`only as necessary to facilitate safe
construction. As required, the topsoil shall be saved through the disturbed wetland areas, and the top 6" to 12" of the trench
should be backfilled with this topsoil to encourage rapid re-establishment of previous vegetation conditions. Excess material
must be removed to upland areas immediately upon completion of construction. An annual species suitable for wet locations
will be planted within jurisdictional wetlands for soil and erosion control. Perennials such as fescue will. not be specified in
wetland areas. Anti-seep collars shall be used to prevent wetland draining.
Grassing Specification
Disturbed wetland areas shall be stabilized with annual small grains that will initially stabilize the soils and then allow the
natural vegetation to become re-established. For stabilization, outside the optimum planting windows, using a mixture of
species on either side of the window may increase chances of a good stand. Germination will be most difficult in the
December -February period. For wetland stabilization during this period, it will be necessary to be sure those wetlands are
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well mulched. Annual lespedeza could be added to any planting mixtures during this period because it will germinate during
the first warm days of spring.
Seeding Mixture Wetland areas in temaorarily saturated soils or subject to occasional and brief inundation
Dates Tvnes Rate
April 1 -Jul. 15 Red Top (Agrostis alba) 7 lbs/acre
Smartweed 201bs /acre
Jul. 16 - Sept. 1 Temporary Crop
Jap. Millet or Sorghum 201bs /acre
(to be followed by permanent mixture)
Sept. 2 - Nov. 1 Smartweed 201bs /acre
Red Top (Agrostis alba) 7 lbs/acre
Nov. 1 -March 31 Temporary Crop 40 lbs /acre
Wheat or Winter Rye (to be followed by permanent mixture)
Seeding Instructions
1) Seed in the dry period
2) use of a filler, such. as sand to dilute the seed to ensure uniform ground coverage when broadcasting
3) Pure live seed shall be specified and approved prior to planting.
4) Mulch
Substitutions may be permitted with approval. Other native grasses or annuals may be selected. No fescue shall be used in
wetland areas.
Temporary Seeding Mixture
Dates Types Rate
April 15 - Sept. l Temporary Crop
Jap. Millet or Sorghum 40 lbs /acre
Aug. 25 - Oct. 31 Wheat 50 lbs /acre
Kobe lespedeza 15 lb/acre
Nov. 1 -April 15 Wheat or Winter Rye 40 lbs /acre
Kobe lespedeza 15 lb/acre
Nurse Plants
Between May 1, and August 15, add 10 lbs/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or August 15, add
40 Ib/acre rye (grain). Other native grasses or annuals suited to wet conditions may be selected with approval. No fescue or
other turf grasses shall be used in wetland areas.
By complying with the Nationwide Permit 12 and 401 Certification conditions it is expected that this project will not cause
significant impacts to wetlands.
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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/strm~ide.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http•/lh2o.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: NA
Amount of stream mitigation requested (linear feet): 294 linear feet
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 1.0 acres~pro~osing 2:11*
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
0.40 acres X 2 = 0.80 acre rounded ua to 1.0 acre
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VII. Environmental Documentation (required by DWQ) NA
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ^ No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
VIII. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) NA
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ^ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near banK of cnannei; gone ~ exrenas 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.
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IX. Stormwater (required by DWQ) NA
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.
The proposed development area of the project is significantly less than 30% impervious. Site is
developed at 1 unit/1.5 acres +/-.
X. 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.
Municipal System
XI. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Is this an after-the fact permit application?
Yes ^ No X
XII. 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
wg~c schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
hr aterSpecies, accessibility problems, or other issues outside of the applicant's control).
i~~L~/o s
Applicant/Agent's Signature
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LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Faa [phone]
November 28, 2006
Steven Pace
Pt-ce Development
6719-C Fairview Road
Charlotte, NC 28210
Re: Bromley, Waddington, Union County, NC
Dear Mr. Pace,
In order to interface with the United States Arniy Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
Tltis letter authorizes Leonard S. Rirtdner, Pid'S as our ftrttr's agar:t in matters related
to -i'aters of t1~e U.S. a»d j~Vaters of Nortlt Carolina for tl:e refer•errced project site. This
includes interfacing with the United States Array Corps of Engineers artd the Not•th
Cm•olina Depa • ertt of Natural1Resources.
~.r~ l J L\ °J O _
Nante art Title Dat
me if you have any questions or require additional explanation. Thank
Leonard S. Rindner, PWS
Environmental Planning Consultant
Profession Wetland Scientist

11-21-' 06 13:34 FEUM-DENR EEP y1y'l15LId171 1-4rtc resJ~~ U-~o1
y"
,~ rem
PROGRAM
November 21, 2006
Siittn PacC
Paec Development
6719-C Fairview Road
Charlotte, ITC 28210
Project: Bromley
County: Union
nc~ purpose of this Iceter is to notify you that the North Carolina Ecosysum Bnhancement Program (NC EEP) is wilting co
accept payment for impacts associated with the above referenced project. Please nou that this decision dots not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC F.)aP will be approved.
This acceptance is valid for sia months from the date of this latter. Ii vve have not received a copy o[ the issued 404
Permit/401 Cetdflcadon within Chia time fraine~ this acceptance wiU expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EtrP. Once NC FOP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feat) Zone 1 Zone 2
Unit (Sq. Pt.) (S . F!.)
Ri avian Non-Ri alien Coastal Marsh Cold Cool Warm
Catawba 0.50 0 0 0 0 300 0 0
03050103
Upon receipt of payment, EBP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact ratio. (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the
compensatory mitigation will be as specified in the Section 444 Permit and/or 401 Water Quality Certification, and/or
CAMA Permit, The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C.
Department of Environment and Natural Resowces and the U. S, Army Corps of 13ngineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Si ely,
illiam I7. ilmore, PE
Director
cc: Cyndi KaroIy, Wetlandsl401 Unit
Atnanda.Ianes, USACB-Asheville
Alan Johnson,l7WQ-Mooresville
Leonard Ridner,agent(fax)
File ~N~~~
Res'torut~... F .. Pr~ Our Staf~
tVorth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919.715-0476lwww.nce~ep.net

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DEVELOPER:
PACE\DOWD PROPERTIES LTD.
NO SCALE
~`~/~~ ]~ ~ YARBROUGH - WILLIAMS & H OULE, INC.
Planning Surveying Engineering

~ / ~ / ~ ~ ~ ~ \ ~ GRAPHIC SCALE
/ / I / \ \ 50 0 25 50 100
/ / \ \ ~ .
/ // / \ ~ -- ( IN FEET )
/ / \ 1 inch = 50 ft.
~ \ ~ ~ ~ '
o / , ~ ~- - -~ \ ~ ~ 70 LF STREAM IMPACTS
~ / ~ / __ f~ - ____ -
~.
/ ~o/ ~ - _
/ ~oj / - ----- ~ /~
/ / / / STREAM PRESERVED
~ ~ 70 L.F. STREAM ~ / ~ ~ ~' _ _ ~ -
~ IMPACT / / ~ ~ ~ ~_ _ - - _
_ /
i / ~ / / / / / / /°o ~ / / / / ~/ '~ -
~ / ( / ~ ~
INSTALL 1-84" CMP @ 60 LF. I
~ BURY LOW FLOW PIPE 12" / ~ / ~
~ BELOW BOTTOM OF CHANNEL
/ / /
/ ~ /
~ STREAM PRESERVED /
_- / / / ~.
~~ / /
~ / ~
~.~011/ILEY
~ i ~ ~ i SUBDIVISION
~ ~ WETLANDS IMPACT EXHIBIT
~I ~ ~ n n
~ ~ DETAIL A
DATE: 11 /10/06

~ \
~ \
\ \
\
GRAPHIC SCALE
\ \ \ \ 50 0 25 50 100
\
\
\ \
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\ ~
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INSTALL 90.00' 8'x36' I
\
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\ \

STREAM PRESERVED
~ \
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~ /
,--\ \ \ I ~
~ DETAIL B
~
/ /
/ / / i /~ ~ ~
662 I ~ ~ DATE: 11/10/06

/ ----~
\\ \\ \\ \ \\\ `\ 11 \ GRAPHIC SCALE -
\ \ \ \ \ \ 50 0 25 50 100
\~ ~ \ `~ ~ \ \ \ \ \ \ ( IN FEET )
~ ~ ~ \ \ \ \ \ 1 inch = 50 ft.
\ ~\ ~~ \ \ \ \ \ \ \ 1 ~ I / /
~\~\ ~ \ \\ \\ \\ \ \ I I , / /~-
\~ \ ~`~\ ~\ \\ ``` `\\ \\\ \\ \\1 I it I / //
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I \ I\ I ~ I \ ~ I I I I I' 1 1 1 I Y I
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I WETLANDS IMPACTED(KK1-19) / ~
I I ~ 11 II II II ~ II \~ / / / /
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I INSTALL 1-60° CMP @ 35 L.F. I I I \
BURY LOW FLOW PIPE 12" \ I I I I \ I \ CV
11 BELOW BOTTOM OF CHANNEL I I \ i I II II I I 1 \ \ 1 1 ~`
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0.06 AC WETLANDS IMPACT ~~~', ~ ~ - ~ - SUBDIVISION
/ / ~ ~ ~ ~ WETLANDS IMPACT EXHIBIT
// / \ \ I 11.1 II \ ~ ~ / ~ I / ~ DETAIL nC~
/ \ \ \ 1 \ / I / SATE: I ~ /i o/06

, ~ ~ / ~ GRAPHIC SCALE
84 LF STREAM IMPACT ~
5° ° 25 5° ~°°
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~ ~ ~ ~O
/ \
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/ ~ / / /
INSTALL 1-72" CMP ~ 85 L.F.
/ / ~ /
/
/ // /
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/
& (2) 90' - 42" RCP
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' ~/ %~ ~ ~ ~'
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/
/ DETAIL ~Dn
/ / ~ ~ / / / / ~ ° DATE: 11/10/06

~ ~, ~
~ ~ \ \ \
~ ~ ~ ~ \ ~
_ _ . - ~ ~ \
--. - -
_ _ ~
~~ \\ ` ~~
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\ ~
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70 L.F. STREAM ~
IMPACT ~ ~
___ ~~ ~
INSTALL 1-72" CMP ~ 60 L.F.
BURY LOW FLOW PIPE 12" 684
BELOW BOTTOM OF CHANNEL. ~ \
~ ~ ~
~ ~ ~
~1 ~ ~ ~
,- ~,
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70 LF STREAM IMPACT \ ~ ~
GRAPHIC SCALE
6~< o zs so
\ ( IN FEET )
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~ ~ ~
~ ~
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~ ~ \ ~ ~
\ \ \ \\
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, STREAM PRESERVED
\ \ 6
~ < ~~~ ~ `\
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`, ~ ~ SUBDIVISION
WETLANDS IMPACT EXHIBIT
`~ DETAIL ~En
DATE: 11 /10/06

I1 I I \
~ ~ \ GRAPHIC SCALE
\ 0.214 AC WETLANDS IMPACT 50 25 5° '°°
~~ i i
( IN FEET )
~ ~ ~ / ~ 1 inch = 50 ft.
\~ \ \\ ) 618 SQ FT (0.01 AC) 694 I ~
/ WETLANDS IMPACTED(DDW)
\\ \ \ l I /
_ ~ ~ ~ / ~ ~ ~
~ ~ I
~ ~ \ ~\ ~ I
\ \
\ 706 SQ FT (0.02 AC)
193 SQ FT (0.004 AC) \ WETLANDS IM IACTED(CC1-10) I~ 1
WETLANDS IMPACTED(CC8A-\G) \ \ ~ I I `~v,
\ \ i i
\ \ \ \ i i , i
\ \ \ \ , i i
\ \ \ \ ~ ~
\ \ \ i
~ \ ~ \ \ \ \ ~
/ / ^ \ 7,892 SQ FT (0.18 AC) \ \\ \ \ /
/ WETLANDS IMPACTED(BB1-44) \ \ ~
\ \ \ \ \ \ \
\ \ ~ \ /
\ \ `\ ~ ~ ~
~ ~
~I~OMLEY ~--- _ _
SUBDIVISION \ ~ __ _ - - -
WETLANDS IMPACT EXHIBIT - ~
~~oz _
DETAIL ~Fn \---~--- --
DATE: 11 /10/06 i ~

-~ _ ~~ ~~ I \ \ \ 1 1 1
/ / i~ \ \ \ \ \ \ ~ \\ \ \\ \ \ \ \ 1
~ / / \ \ \ \ \ \ \`k \ \ \ \ I
\\\
/ STREAM PRESERVED \ ~ \ \ \ \ \
~I ~ \ \\ \ ~\\\\ \ \ ~
r \\\\ ~ , \
\ \ \ \\\~
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0
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
I ~ / ~ / /
i ~
74 L.F. STREAM ~ /
IMPACT ~
~~ ~1
~ ~ ~ ~~
1 1 ` \~\\\ \ \ 1
\ INSTALL 1-66" CMP ~ 70 L F. \ ~ \ 1 \ \ \ \ \ \ 1 ~ 1
1 BURY Low ELOw PIPE 12" \ \ \ \ \ V ~ V A \ \ ~ 1 1
BELOW BOTTOM OF CHANNEL \ \ \ \ \ 94 SQ FT (0.002 AC) 1
11 I I I \ \ \ \ \ I \\ \ \ WETLANDS IMPACTED(V1(w)) 1
1 ~ I \ \ ~~ I \ ~ I I ~ I 1
I I \ \ \ ICI \ \ I I STREAM PRESERVED 1 \\ 1
i ~ I \\ \ I~\ I I i
I I I I 1` 1' III DR011~ILEY
I 1 I 1 1 1 1 I/ I II
~ 1 ~ ; III SUBDIVISION
74 LF STREAM IMPACTS \ 1 1 WETLANDS IMPACT EXHIBIT
0.002 AC WETLANDS IMPACT 1111 11 ! DETAIL ~G~
DATE: 11 /10/06

I i \ 1/
~ I I / I I ~ GRAPHIC SCALE
~ \ I I / I
I I / 50 0 25 5o io o I
\ I I
/ I I /
\ I I I
I I I \ I I I / ( IN FEET )
\ 1 I I

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~
\ 1
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`~ / ~ / /
/ / /
\
\ \

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\ I I / ~ I I
\
\ \ \
\ \
I 1,298 SQ FT (0.03 AC) \ I I /~ \ I I I
\
\ WETLANDS IMPACTED(M1 -19)
I I / I
/ \ I
\ \ \
\ \ I \ \ \
\ \ \ ~ \
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6~0 \ I
\ \ \ \ \ \
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I
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\ 6~8 \ \ \ ~
\ ~ `~ ~ SUBDIVISION
6,9
°\ ~
` ~ WETLANDS IMPACT EXHIBIT
16'9 0.12 AC WETLANDS IMPACT
~ DETAIL ~Hn
~ - ~ DATE: 11 /10/06

/ /
GRAPHIC SCALE J 1 / I ~ ~
/ ~ / ~ ~
so 0 2s so Ioo / ~ . \ /
~ /
/ _ ~,~ ~ , /
( IN FEET ) / ~ ~ / / ~ ~ /
1 inch = 50 ft. ' / / ~ i / / ~ ~~d ~ / / / ~
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_~.% I ~ /;~ DAM REPAIRS 1 ~
~ ~~;~ ~- ---~ REQUESTED BY 1~ \ l 1`\ ~~ ~
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