20081578 Ver 1_More Info Received_20090102

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CLARK GROUP
THE
Geo-En vironmen tal Services
Land/Hydrographic Surveys
VIA HAND DELIVERY
December 29, 2008
Chad Coburn NCDENR - Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive
Wilmington, NC 28405 '?0'0
OSq???R .9
Re: Permit Application for Proposed Development Lakeside
Clark Project # 08107 ft%,?h
USACE Action ID SAW-2007-3567
DWQ Project # 08-1578
Dear Mr. Coburn,
This correspondence is in regard to the property located west of and adjacent to Stone Chimney
Road, south of and adjacent to Cedar Grove Road, approximately three miles north of Holden
Beach, in the County of Brunswick, State of North Carolina, and as referenced above. In response
to your request for additional information dated October 30, 2008, please accept the following:
1. All proposed utility lines will be constructed within road right-of-ways, and will be
installed without impacts to waters and wetlands of the United States with the
exception of the utility crossing at Impact # 6 (shown on site plan).
2. Eric Tomczak will be responsible for inspecting all site activities and maintaining
required rain gauge and monitoring reports and all sediment and erosion and
stormwater devices as prescribed.
3. Please find full plan sheets enclosed at the requested scale; one set complete with
topographic contours.
4. Please find enclosed site plans for the entire project.
5. Please find building envelopes for all lots with wetlands enclosed.
6. Please reference the enclosed building envelopes.
Corporate Office: 5000 Blue Clay Rd. Castle Hayne, NC 28429 • P.O. Box 10136 Wilmington, NC
28404
[phone] Office • [phone] Facsimile 9 www.clarkgroup.us
Page 2
December 29, 2008
Proposed Development Lakeside - DWQ Response
7. Please find agent authorization letter enclosed.
8. Deed restrictions will be placed on the remainder of jurisdictional wetlands and
waters; please find a draft copy of the proposed preservation language enclosed as
well as a copy of the preservation exhibit map.
9. There are no proposed stream impacts other than the temporary utility crossing;
Impact 4 is a linear wetland identified as a 404 jurisdictional channel on the approved
wetland map and Impact 6 specifically avoids a tributary impact by bridging.
10. Please find enclosed a revised PCN impact table updated to reflect the revisions in
proposed wetland impacts.
11. Please find enclosed revised PCN that reflects the existence of Isolated Waters.
12. Please find enclosed stream determination documentation.
13. Please find enclosed cross section details for each impact area and note that all pipes
will be half buried at existing grade to provide for adequate aquatic life passage.
14. Wetland Impact # 3 has been reconfigured; a portion of the sidewalk was eliminated at
this impact so as to reduce the impact area.
15. Wetland Impact # 4 is identified as a 404 jurisdictional channel (ditch); this
application proposes to reroute the flow typically carried by this feature into the
aforementioned created wetland system, which will greatly enhance the water quality
and aquatic life attached to such system versus a linear ditch through uplands.
Segregating portions of this ditch will only diminish its functions, which is essentially
to act as a vessel that was erroneously installed to direct drainage to the Maple Creek
feature as shown on this property. Rather than making an attempt to minimize this
impact, it seems prudent to reconstruct it in a more functional location and develop an
enhanced wetland feature which will undoubtedly, due to its construction, location and
watershed, become jurisdictional. It also will be placed in preservation in perpetuity
and will act as a buffer to surrounding properties that may be subject to future
development by others. This created system connects back into the existing wetland
system adjacent to and draining to Maple Creek onsite so as to maintain the
hydrologic impetus into this system.
16. Several attempts were made to avoid the riparian impacts at Impact # 6, however due
to the existing grade a 60 foot clear span bridge is the safest, most economical and
least environmentally intrusive approach designed and considered. This design will
prevent the need for piling placement within wetland/stream systems which oftentimes
act to impede or redirect normal flows. We find this to be a reasonable and acceptable
compromise to accomplish our need to allow for circulation and public safety of the
proposed project. Please find enclosed for your review two additional proposed bridge
designs complete with notes indicating why these designs were considered, but not
chosen by the project engineer.
Page 3
December 29, 2008
Proposed Development Lakeside - DWQ Response
17. Please find enclosed plan and construction details for proposed boardwalks.
Thank you for your time and consideration in this matter; if you should find you have any
additional questions or comments, please do not hesitate to contact our office.
Sincerely,
ary A. Mitchell
Regulatory Wetlands Consultant
Senior Vice President, Wetlands Division
Enclosure
Cc: Kim Garvey - USACE Wilmington Field Office
Ian McMillan - NCDENR-DWQ 401 Oversight and Express Unit
File
Corporate Office: 5000 Blue Clay Rd. Castle Hayne, NC 28429 • P.O. Box 10136 Wilmington, NC
28404
[phone] Office 9 [phone] Facsimile • www.clarkgroup.us
THE CLARK GROUP
Goo-Environmental Services
Land/Hydrographic Surveys
VIA HAND DELIVERY
December 29, 2008
Kim Garvey
U.S. Army Corps of Engineers
Wilmington Field Office
69 Darlington Ave.
Wilmington, NC 28403
Re: Permit Application for Proposed Development Lakeside
Clark Project # 08107
USACE Action ID SAW-2007-3567
DWQ Project # 08-1578
Dear Ms. Garvey,
This correspondence is in regard to the property located west of and adjacent to Stone Chimney
Road, south of and adjacent to Cedar Grove Road, approximately three miles north of Holden
Beach, in the County of Brunswick, State of North Carolina, and as referenced above. In response
to your request for additional information dated October 30, 2008, please accept the following:
1. a. We do not have with the applicant's email address; the applicant's telephone
number and address are (also included on enclosed revised PCN):
(910) 520 - 2743
P.O. Box 668
Shallotte, NC 28459
b. Please find authorization enclosed.
c. There are no impacts to tributaries other than the temporary impact for the utility
crossing at Impact # 6. Impact #4 is a linear wetland identified as a 404
jurisdictional channel (ditch) on the approved wetland map and Impact 6
specifically avoids a tributary impact by bridging.
d. The temporary impact for the utility crossing at Impact # 6 has been included in
the enclosed revised permit application.
Corporate Office: 5000 Blue Clay Rd. Castle Hayne, NC 28429 • P.O. Box 10136 Wilmington, NC
28404
[phone] Office • [phone] Facsimile 9 www.clarkgroup.us
Page 2
December 29, 2008
Proposed Development Lakeside - USACE Response
e. The permit application has been revised to indicate the presence of isolated waters.
f. Impacts and fills have been avoided to the extent practicable while still allowing
for reasonable utilization of this property while meeting required standards for
traffic circulation to ensure the health and safety of the general public. This project
has been designed so that approximately 97 % of existing wetlands will not be
impacted and the majority will be placed in preservation. This site plan was
created to meet the requirements of Nationwide Permit 29 and to have the minimal
wetland impacts; numerous project meetings were held for this purpose prior to the
implementation of any plan design and therefore there are few previous plans to
indicate attempts at avoidance and minimization, although this was a priority in the
design of this project. Please find previous iterations of Impact # 3, which has
subsequently been reduced. Headwalls are proposed at all wetland impacts to
minimize the discharge of fill material into wetland areas.
g. The purpose of the proposed "created wetland system" is to mitigate for the
placement of fill in the 404 jurisdictional channel (ditch). As indicated on the
enclosed preservation exhibit, the created wetland system will be located along the
southwestern property boundary, starting at the southern tip of wetland impact # 4
and extending along the property boundary. This will ensure for the flows and
circulation for the waters of the U.S. and State of North Carolina. This will also
enlarge and greatly extend the availability of water treatment through a functioning
wetland system that will enhance the water quality and provide more habitat for
aquatic species, both flora and fauna prior to its interception into Maple Creek
(tributary to the Lockwood Folly River). Design criteria will be developed
utilizing the Stream Restoration Handbook, prepared by the North Carolina Stream
Restoration Institute and North Carolina Sea Grant. And monitoring plans will be
developed using the Corps' guidelines to ensure the success and functionality of
this created wetland system.
h. No mitigation banks are available within this watershed; in lieu fee mitigation has
been requested from the NCEEP, we will provide your office with a copy of the
acceptance letter upon receipt. Please find enclosed a copy of a preservation
exhibit and draft preservation language.
2. a. Please find a full-size site plan and a reduced site plan enclosed, both including
the entire project area, complete with key and scale (reduced site plan not-to-
scale).
b. Please find enclosed detailed plan view and cross section drawings of each impact,
complete with key and scale.
c. All utilities will be located within road right-of-ways with the exception of the
temporary impact shown to the west of the proposed bridge.
3. a. Per your request, the use of directional bore or jack and bore techniques were
considered for the utility crossing of Maple Creek, however it has been determined
that it would be safer and more cost effective to perform an open trench cut given
the vegetation and root structures that may be problematic to laying utility pipes
Page 3
December 29, 2008
Proposed Development Lakeside - USACE Response
for sanitary sewer and water lines. All impacts will be returned to their original
grade and contour, all normal flow channels will be replaced to their original
contours, areas will be immediately stabilized using excelsior matting and various
native grasses and impacts to vegetation will be minimized to the extent
practicable. All excavated material will be placed in such a manner so as not to
impact or erode other wetland areas. It is our belief that this impact will be
temporary in nature. The area of disturbance will be limited to the minimum
necessary to construct the utility line and the top 6"-12" of the trench will be
backfilled with topsoil from the trench. All excess material will be removed to
upland areas immediately upon completion of construction.
b. Reconfiguration of Impact # 3 was considered and a portion of the sidewalk was
eliminated at this impact so as to reduce the impact area; this reduction is reflected
on the enclosed PCN.
c. Impact # 4 is identified as a 404 jurisdictional channel (ditch); this application
proposes to reroute the flow typically carried by this feature into the
aforementioned created wetland system, which will greatly enhance the water
quality and aquatic life attached to such system versus a linear ditch through
uplands. Segregating portions of this ditch will only diminish its functions, which
is essentially to act as a vessel that was erroneously installed to direct drainage to
the Maple Creek feature as shown on this property. Rather than making an attempt
to minimize this impact, it seems prudent to reconstruct it in a more functional
location and develop an enhanced wetland feature which will undoubtedly, due to
its construction, location and watershed, become jurisdictional. It also will be
placed in preservation in perpetuity and will act as a buffer to surrounding
properties that may be subject to future development by others. This created
system connects back into the existing wetland system adjacent to and draining to
Maple Creek onsite so as to maintain the hydrologic impetus into this system.
d. Several attempts were made to avoid the riparian impacts at Impact # 6, however
due to the existing grade a 60 foot clear span bridge is the safest, most economical
and least environmentally intrusive approach designed and considered. This design
will prevent the need for piling placement within wetland/stream systems which
oftentimes act to impede or redirect normal flows. We find this to be a reasonable
and acceptable compromise to accomplish our need to allow for circulation and
public safety of the proposed project. Please find enclosed for your review two
additional proposed bridge designs complete with notes indicating why these
designs were considered, but not chosen by the project engineer.
e. Please find enclosed building footprints for all lots containing wetlands.
Corporate Office: 5000 Blue Clay Rd. Castle Hayne, NC 28429 • P.O. Box 10136 Wilmington, NC
28404
[phone] Office • [phone] Facsimile • www.clarkgroup.us
Page 4
December 29, 2008
Proposed Development Lakeside - USACE Response
Your recommendation of retaining walls at wetland crossings has been considered
and accepted. Headwalls will be placed at all areas to minimize the discharge of
fill material into existing wetlands. Areas shown on plan views include all impacts
including fills and raised walkways though those impacts will be benign in nature
and will still allow for wetland function.
Thank you for your time and consideration in this matter; we hope that this will clarify matters for
you, however if you should find you have any additional questions or comments, please do not
hesitate to contact our office.
Sincerely,
Gary A. Mitchell
Regulatory Wetlands Consultant
Senior Vice President, Wetlands Division
Enclosure
Cc: Chad Coburn - NCDENR
Ian McMillan - NCDENR-DWQ 401 Oversight and Express Unit
File
_C, ?210
0 :43
#1210 P.i 01 !i 01
V THE CLARK GROUP
Geo-Environmental Services
Land/Hydrographic Surveys
1, Michael L Hobbs hereby authorize The Clark Group to act as my agent in any
and all transactions, communications and interactions, as deemed necessary, with all federal and state
regulatory agencies on the property located west of and adjacent to Stone Chimney road, south of and
adjacent to Cedar Grove Road, approximately three miles north of Holden Beach, in the County of
Brunswick, State of North Carolina and further identified by Brunswick County Parcel Identification
Numbers 202710455666, 202710365129, 202710366828, 202710269682, 202710370285, 202710373317,
202710374457,202706375564 and 202706377643.
Signed:
Date:
Corporate Office; 5000 Blue Clay Road Castle Hayne, NC 28429 • Post Office Box 10136 Wilmington, NC
28404
[phone] Office 9 [phone] Facsimile • www.clarkgroup_us
DRAFT PRESERVATION LANGUAGE
The areas shown on the recorded plat (identify the plat by title, date, and
recording data) as preservation areas shall be maintained in perpetuity in their
natural or mitigated condition. No person or entity shall perform any of the
following activities on such conservation area:
a. fill, grade, excavate or perform any other land disturbing activities
b. cut, mow, burn, remove, or harm any vegetation
c. construct or place any roads, trails, walkways, buildings, mobile homes,
signs, utility poles or towers, or any other permanent or temporary
structures
d. drain or otherwise disrupt or alter the hydrology or drainage ways of the
conservation area
e. dump or store soil, trash, or other waste
£ graze or water animals, or use for any agricultural or horticultural
purpose
North Carolina Division of Water Quality Stream Identification Form. Version 3.1
Date: 62-6 ZV Project:OD7 Latitude: `] 1?5
Evaluator: Site:AJMt-W Longitude. is 5 F r y'
Total Points:

Stream is at least intermittent !g .
Li f> 19 or perennial i > 30
Other
County: e.g. Quad Name:
N', '
A. Geomorphology Subtotal = 145 Absent Weak Moderate Strong
la. Continuous bed and bank 0 1 2
2. Sinuosity 0 1 2
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic flood lain 0 1 2
6. Depositional bars or benches 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits ® 1 2 3
9a. Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1
13. Second or greater order channel on existing USGS or NRCS
ma or other documented evidence. No = 0 Yes = 3
avian-maae aitcnes are not rated; see discussions to manual
B. Hvdrolopv fQuhtntnl = h-), c:; 1
1 `• t itounuwater flow/discharge 0 1 2
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 1 2
16. Leaf litter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1.5
18. Organic debris lines or piles (wrack lines) 0 0.5 CID 1.5
19. Hydric soils (redoximo hic features) present? No = 0 es =
C. Biologv (Subtotal = -7. 1
20'. Fibrous roots in channel 1 0
21b. Rooted plants in channel 1 0
22. Crayfish Ej
<ED 7
1
1.5
23. Bivalves 2 3
24. Fish 1 1.5
25. Amphibians 0 0.5 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1.5
27. Filamentous algae; erihyton 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29°. Wetland plants in streambed FAC=0.5 FACW=0.75 =1 AV= 2
0 Other= 0
.
D Items 20 and 21 focus on the presence of upland plants. Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back of form for additional notes) Sketch:
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O g - 15'1 18
(If any particular item is not applicable to this project, please enter "Not Applicable" 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:
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 ob
JAN 2 2009
1. Owner/Applicant Information
Name: Michael Hobbs 1)ENR.,nAIERQUALIR C"
EMUS pfp) Mailing Address: P.O. Box 668
Shallotte, NC 28459
Telephone Number: [phone] 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:_ Gary A. Mitchell
Company Affiliation: The Clark Group
Mailing Address: P. O. Box 10136
Wilmington NC 28404
Telephone Number: [phone] Fax Number: [phone]
Updated 11/1/2005
Page 5 of 13
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 proposed impacts include
the placement of fill in jurisdictional wetlands to construct road crossings for the
aforementioned subdivision including the construction of a bridge _to bypass the existing
stream onsite without necessitating impacts to the stream
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,
separately lift imnantc rlne to lhnth ctrnrtnra and flnnlinn
-
Wetland Impact

Site Number
(indicate on map) -

:Type mpact

I

Type of Wetland
(e.g., forested, marsh,

herbac
eou s, bog, etc.) a
Located within
100-year
Flood lain
p
Distance to
Nearest
Stream

(linear feet)
Area of
Impact

(acres)
I Fill T4,r
baceous/Shrub No 600+/- 0.046
2 Fill Herbaceous/Shrub No 450+/- 0.023
3 Fill Herbaceous/Shrub No 1200+/- 0.029
4 Fill Herbaceous/Shrub No 650+/- 0.061
5 Fill Herbaceous/Shrub No 360+/- 0.164
6 Fill Riparian No 0 0.076
Total Wetland impact (acres) 0.399
3. List the total acreage (estimated) of all existing wetlands on the property: 13.22
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 he 11nch1(l0(1 Tn enlcrnlnta anraarra m_Jf,_J_ 1___+k V +1...._ L__ A'$ c/n

Stream Impact --- -------a-? ------ -_1"J
Average T?,?
Impact vv.
Area of
Number
(indicate on map) Stream Name Type of Impact Perennial Intermittent?
? Stream Width Length Impact
Before Impact (linear feet) (acmes)
1 Maple Creek Temporary Perennial 42 25 0.024

Updated 11/1/2005
Page 8 of 13
Total Stream Impact (by length and acreage) I I 0.024
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
Site Number
(indicate on map) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

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): 0.024
Wetland Impact (acres): .399
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) .423
Total Stream Impact (linear feet): N/A
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.
There are no proposed impacts to isolated waters
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:_
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Updated 11/1/2005
Page 9of13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Onsite preservation of remaining un-impacted wetlands onsite is proposed The 404
jurisdictional channel that is to be impacted will be diverted along the southwestern property
boundary and an additional wetland area created. We have contacted the only listed private
mitigation bank in the Lumber Basin, Stone Farm Regional Mitigation Bank and are
pursuing mitigation options through them although at the time of this application they have
not signed their contracts and are not ready to do business. If we are unable to secure
mitigation through a private bank, we would be willing to seek mitigation credit through the
NCEEP.
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://www.nceep.net/pages/inlieureplace.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): .076
Amount of Non-riparian wetland mitigation requested (acres): .323
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 ?
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 finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
Updated 11/1/2005
Page 11 of 13
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