20091236 Ver 2_401 Application_20130213

LMG
LAND MANAGEMENT GROUP nzc.
Environmental Consultants
January 30'', 2013
TO: Mr. Chad Coburn
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 401 WQC Application: White Springs Tract -
Lower Cape Fear Umbrella Mitigation Bank
DWQ Project No. 2009 -1236
Brunswick County, NC
Dear Chad:
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Enclosed is a 401 Water Quality Certification application for your review. This
application is submitted on behalf of LCFUMB, LLC for the construction of the White Springs
Tract - a portion of the Lower Cape Fear Umbrella Mitigation Bank located in Brunswick
County, NC. The applicant is proposing to plug and backfill 1.37 acres of existing jurisdictional
ditches and fill 1130 LF of incised stream in order to develop a large -scale wetland and stream
mitigation bank in the Cape Fear 03030005 basin per the approved mitigation plan.
The Pre - Construction Notification form, associated maps, and site plan are enclosed for
your review. The DWQ application fee of $570 has been submitted to your Raleigh office.
Please contact me if you have any questions. Thank you for your assistance with this project.
Sincerely,
V--aillik-L
Kim Williams
Environmental Scientist
Encl.
Cc: Ms. Karen Higgins, NC DWQ
Mr. Mickey Sugg, ACOE
Mr. Jon Vincent, LCFUMB, LLC
www.lmgroup.net - info @lmgroup.net - Phone: [phone] - Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

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LMG
LAND MANAGEMENT GROUP nic.
Environmental Consultants
January 30`h, 2013
TO: Mr. Mickey Sugg
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
RE: NWP 27 Application: White Springs Tract - Lower Cape Fear Umbrella Mitigation Bank
Action ID# SAW - 2009-02054
Brunswick County, NC
Dear Mickey:
Enclosed is a NWP 27 application for your review. This application is submitted on
behalf of LCFUMB, LLC for the construction of the White Springs Tract - a portion of the
Lower Cape Fear Umbrella Mitigation Bank located in Brunswick County, NC. The applicant is
proposing to plug and backfill 1.37 acres of existing jurisdictional ditches and fill 1130 LF of
incised stream in order to develop a large -scale wetland and stream mitigation bank in the Cape
Fear 03030005 basin per the approved mitigation plan.
The Pre - Construction Notification form, associated maps, and site plan are enclosed for
your review. Please contact me if you have any questions. Thank you for your assistance with
this project.
Sincerely, -
Kim Williams
Environmental Scientist
Encl.
Cc: Ms. Karen Higgins, NC DWQ
Mr. Chad Coburn, NC DWQ
Mr. Jon Vincent, LCFUMB, LLC
www.lmgroup.net - info @lmgroup.net - Phone: [phone] - Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
White Springs Wetland/Stream Mitigation Bank
2b. County:
Brunswick
2c. Nearest municipality / town:
Southport
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Dollar Properties Three LLC
3b. Deed Book and Page No.
2158 0400
3c. Responsible Party (for LLC if
applicable):
Mr. Jon Vincent
3d. Street address:
1508 Military Cutoff; Suite 302
3e. City, state, zip:
Wilmington, NC 28403
;
3f. Telephone no.:
3g. Fax no.:
FEB 0 1; 3
3h. Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify:
4b. Name:
Mr. Jon Vincent
4c. Business name
(if applicable):
LCFUMB, LLC
4d. Street address:
1508 Military Cutoff; Suite 302
4e. City, state, zip:
Wilmington, NC 28403
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgentlConsultant Information (if applicable)
5a. Name:
Kim Williams
5b. Business name
(if applicable):
Land Management Group, Inc.
5c. Street address:
3805 Wrightsville Avenue, Suite 15
5d. City, state, zip:
Wilmington, NC 28403
5e. Telephone no.:
(910) 452 -0001
5f. Fax no.:
(910) 452 -0060
5g. Email address:
kwilliams @lmgroup.net
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1890000211
Latitude: 33.987698 Longitude: - 78.028713
1b. Site coordinates (in decimal degrees):
(DD.DDDDDD) (DD.DDDDDD)
1c. Property size:
79.8 ac
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
White Springs Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
SC; HQW
2c. River basin:
Cape Fear 03030005
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently forested and contains a channelized stream and several ditches. A utility easement runs through the
eastern section of the site. The tract to the south is a project - specific mitigation site (Brunswick Co. Airport). Other adjacent
areas are undeveloped and forested. The Military Ocean Terminal at Sunny Point is located further to the northeast.
3b. List the total estimated acreage of all existing wetlands on the property:
None
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1128 LF of incised stream channel exists within the site.
3d. Explain the purpose of the proposed project:
The purpose of this project is to develop a private wetland /stream mitigation bank in the Cape Fear 03030005 basin. The
project will restore the headwaters of a first order stream impacted by rior ditching and channelization.
3e. Describe the overall project in detail, including the type of equipment to be used:
The applicant seeks to initiate the restoration activities as proposed in the December 2012 Mitigation Plan. These include the
backfilling and /or plugging of the existing drainage network and the reestablishment of natural contours associated with the
channelized section of White Springs Branch. Backhoes, bulldozers, and a dump truck will be used for the proposed activities.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary ❑Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Land Management Group, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A jurisdictional determination (USACE Action ID No. 200401088) previously issued for the White Springs Tract
(formerly 114 acres) verified that the 80 -acre mitigation bank site did not contain any jurisdictional wetlands. The ditches
(including the channelized tributary of White Springs Branch have been identified as "Waters of the US ".
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts N/A
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
N/A
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404, other)
width
(linear
Temporary (T)
(INT)?
(feet)
feet)
S1 ❑ P ®T
Fill
White Springs
❑ PER
® Corps
10
1130
Branch
® INT
® DWQ
S2 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
1130
3i. Comments: Existing stream channel to be filled and new channel to be constructed per mitigation plan.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the
U.S. then individu ly list all open water im acts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact
(acres)
01 ®P ❑ T
NIA
Regrading /Partial backfill
Ditch classified as Waters
0.29
02 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.10
03 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.11
04 ®P ❑ T
NIA
Backfill
Ditch classified as Waters
0.05
05 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.15
06 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.12
07 ® P ❑ T
N/A
Backfill
Ditch classified as Waters
0.07
08 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.11
09 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.06
010 ®P ❑ T
N/A
Backfill
Ditch classed as Waters
0.08
011 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.04
012 ® P ❑ T
N/A
Backfill
Ditch classified as Waters
0.05
013 ® P ❑ T
N/A
Backfill
Ditch classified as Waters
0.04
014 ®P ❑ T
N/A
Backfill
Ditch classified as Waters
0.05
015 ® P ❑ T
N/A
Backfill
Ditch classified as Waters
0.05
4f. Total open water impacts (Section Three)
1.37
4g. Comments:
5. Pond or Lake Construction NIA
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Exca
vate
d
Flooded
P1
N/A
P2
5f. Total
N/A
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
N/A
5j. Size of pond watershed (acres):
NIA
5k. Method of construction:
N/A
Page 6 of 12

6. Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below.
If any impacts require mitigation, then
you MUST fill out Section D of this form. NIA
6a.
❑ Neuse
❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact (square feet)
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
Temporary
impact
required?
61 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed impacts are unavoidable due to the type of project proposed. In order to restore and enhance riverine wetlands
formerly occurring on the property (via hydrologic restoration), the identified canals /ditches must be plugged and /or filled.
Little to no in- stream habitat has developed within the ditches and canals within the property and an overall benefit to
downstream water quality is expected as a result of project implementation.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Locations of the proposed backfill and plugs were selected based on the existing drainage network. Sediment and
erosion control plans will be prepared and submitted for each section of the project. The protective measures detailed in
these plans will eliminate discharge of sediments to off -site water bodies. No earthwork will be conducted until receipt of
approval of the erosion and sediment control plan by the NC Division of Land Resources.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project.
❑ Mitigation bank
❑ payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank NIA
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program NIA
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool []cold
4d. Buffer mitigation requested (DWQ only):
N/A square feet
4e. Riparian wetland mitigation requested:
N/A acres
4f. Non - riparian wetland mitigation requested:
N/A acres
4g. Coastal (tidal) wetland mitigation requested:
N/A acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan N/A
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
❑
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
None
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No impervious cover proposed.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review N/A
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review N/A
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
S. DWQ 401 Unit Stormwater Review N/A
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1b. If you answered "yes* to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Welland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes 0 N
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Project consists of wetland and stream restoration and will only serve to benefit downstream water quality. The mitigated
land will be placed into a perpetual conservation easement.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
No wastewater will be generated by this project.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally listed species. According to
their database, a population of Venus flytrap (Dionaea muscipula; FSC; SC) has been observed within the powerline corridor
that runs through the site. Several state - listed and federally - listed species have been identified within a one -half mile radius of
the site. Of particular note is the documented presence of red - cockaded woodpecker (RCW) (Picoides borealis) in the vicinity
of the White Springs Tract, both on the adjacent federal Military Ocean Terminal at Sunny Point and within the nearby
community of Boiling Spring Lakes. The eastern portion of the White Springs tract includes longleaf pine savanna habitat
suitable for nesting and roosting RCW. The mitigation bank project will result in the protection of the longleaf pine savanna
occurring on the property.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Site does not contain estuarine habitat that would be suitable for federally- managed species.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC State Historic Preservation Office HPOWEB GIS service website was used to determine the presence of historic
or cultural resources. No resources were noted within or adjacent to the project area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100 -year floodplain.
Kim Williams
01/25/13
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only d an authorization letter from the applicant
is provided .
Page 12 of 12

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
preparation and representation of information related to the Section 404/401 permit application
for the White Springs Mitigation Site located in Brunswick County, NC. All questions in regards
to this project should be directed to Land Management Group, Inc.
1/zvt3
Date

l�
*Boundaries are approximate and are not meant to be absolute.
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 1997 p. 87.
Lower Cape Fear Umbrella Mitigation Bank
(White Springs Tract)
0 1 2 Brunswick County
Miles
Sno s\1
Pt
C
f� Price's Creek
I t' Lighthouse
AD
At
sHg�� r
f
Figure 1
White Springs Vicinity Map
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*Boundaries are approximate and are not meant to be absolute.
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 1997 p. 87.
Lower Cape Fear Umbrella Mitigation Bank
(White Springs Tract)
0 1 2 Brunswick County
Miles
Sno s\1
Pt
C
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I t' Lighthouse
AD
At
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f
Figure 1
White Springs Vicinity Map
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Mitigation Bank Boundary
Adjacent Brunswick County Mitigation Site
0 1,000
c euwwte.
Lower Cape Fear Umbrella Mitigation Bank Figure 2.
(White Springs Tract) USGS Topographic Map
(Southport Quad)
Brunswick County
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Mitigation Bank Boundary
Adjacent Brunswick County Mitigation Site
Figure 3.
Lower Cape Fear UmbreUayWiUga�onBank SCSBnu~� Brunswick County
(VVhihaSphngoTrad)
Soil Survey
Brunswick County LMG ===,,,_
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CONSTRUCTION PL4NS LCFUMB - °°'
LOWER CAPE FEAR UMBRELLA •C• WHITE SPRINGS 1 1 X
MITIGATION BANK - WHITE SPRINGS
LOCATION.• BRUNSWICK COUNTY, NORTH CAROLINA
GRAPHIC SCALES
220 , 0 2q0 420
TITLE SHEET
25 0 25 50
PLANS
50 0 50 100
PLANS
INDEX OF SHEETS
DESIGN DATA
TYPE OF WORK
TTTZE sl>EEr__ _ _ _..._ _ ._ _ _ -- r
STREAM OR BODY OF WATER...........
STREAM & WETLAND RESTORATION
TYPICAL SECTIONS, CONSTRUCTION
DESIGN STREAM TYPE = E5
CLEARING & GRUBBING, GRADING,
SEQUENCE & DETAILS......... .__... _Z & 2F
BANKFULL AREA (FT2) = 5.00
& EROSION CONTROL
GRADING G' EROSION CONTROL
CROSS-SECTIONED
TEMPORARY SILT FENCE ................
OVERVIEW MAP_ .„._ _.__ ;
GRADING & EROSION CONTROL
BANKFULL WIDTH (FT) = 8.00
—10—
PLAN C� PROFILE SHEETS .....__...__..4 -9
MAX DEPTH (FT) = 1.00
INCOMPLETE PLANS
CROSS -SECT TONS__ ....._.._________,..._......X -/ - X -!3
WIDTH /DEPTH RATIO = 12
PRELIMINARY PLANS
DRAINAGE AREA (MIJ 0.21
� �
BANKFULL SLOPE(Fpn = 0.0011
DISTURBED AREA = 19.5 AC.
NOTES
1. TOPOGRAPHIC SURVEY INFORMATION SHOWN
IS A COMPILATION OF UDAR DATA AND
FIELD SURVEY INFORMATION PROVIDED BY:
MICHAEL UNDERWOOD &
ASSOCIATES, PA.
102 CINEMA DRIVE, SUITE C
WILMINGTON, NC 28403
[phone]
2. UNDERWOOD SURVEYING INFORMATION HAS
BEEN ADJUSTED BY 103.20'N 50 41'54' E
TO MATCH NCGS MONUMENT J 216.
m
Whde Spnngs
Po nds
2--,�
Bethel
VICINITY MAP
TEMPORARY
CONSTRUCTION
ENTRANCE
LEGEND
LIMITS OF CONSTRUCTION .............. -
-_ - -_
STREAM OR BODY OF WATER...........
EXISTING PIPE CULVERT . . .............
PROPERTY LINE ................ . .....
EXISTING EASEMENT LINE ..............
6
LIMITS OF DISTURBANCE- - - - - - - - - - - - - - -
— Y—
TEMPORARY SILT FENCE ................
— � —
EXISTING CONTOURS .................
—10—
PUMP INTAKE .......................
P-I
PUMP AROUND
DEWATERING AREA------------- ------
TEMPORARY CONSTRUCTION
ENTRANCE ................... ......
TEMPORARY IMPERVIOUS
CHANNEL PLUG ....................
IMPERVIOUS
CHANNEL PLUG ....................
IMPERVIOUS CHANNEL
PLUG W/RIP RAP .................. ..
TEMPORARY ROCK SILT
CHECK - TYPE A .....................
w
u�
�u
LOG SILL .......................... _
STAGING 8
STOCKPILE AREA .....................
PREPARED IN 771E OFFICE OF.
Florence & Hutcheson_
CONSULTING ENGINEERS
5121 KINGDOM WAY, SUITE 100
RALEIGH, N.C. 27607
(9191 8S1 -6066
L.,.— N. F -0151
CHRISTOPHER L. SMITH
PROJECT ENGINEER
W. EVAN CORBIN
PROJECT DESIGNER
R. KEVIN WILLIAMS
PROJECT MANAGER

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IMPERVIOUS CHANNEL PLUG
SCALE: PITS
CROSS- SECTION
NOTES
NOTES:
1.) CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED
SLOPES AT THE END OF EACH WORKING DAY.
2.) CONTRACTOR SHALL NOT DISTURB ANY MORE AREA THAN
WHAT CAN BE STABILIZED (MATTING OR SEED AND STRAW)
AT THE END OF EACH WORKING DAY.
3.) CONTRACTOR SHALL PROVIDE A RAIN GUAGE AND LOG BOOK
AT THE PROJECT SITE AND SHALL READ AND RECORD RAIN
AMOUNTS AT THE SAME TIME EACH DAY.
INCLEMENT WEATHER PREPARATION:
1.) PROJECT PERSONNEL WILL BE RESPONSIBLE FOR MONITORING
WEATHER PATTERNS THAT MAY AFFECT THE SITE OR ITS WATERSHED.
2.) THE CREW WILL STOP CURRENT WORK TO ENSURE THE SITE IS
PREPARED FOR INCLEMENT WEATHER. SITE PREPARATION
INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING ITEMS:
IMPERVIOUS CHANNEL PLUG
W/ RIP RAP
SCALE: NTS
Ne
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wol
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CLASS 'A' RIP RAP
I Y
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SELECT 5'°gg� o�$ MATERIAL 8$� 1-°�°$ 000 'o
8, °�,ao° 8, 06
TYPa
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EXISTING
INCOMPLETE PLANS
PRELIMINARY PLANS
00 "r um rm commucrm
oAT&
IMPERVIOUS —
CLASS 'A' SELECT MATERIAL
RIP RAP —\
�y'W nar —r SECTION A -A
a.) ENSURE ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN
PLACE AND MEET ADEQUATE STANDARDS PRIOR TO WEATHER
IMPACTS.
b.) IDENTIFY VULNERABLE WORK IN PROGRESS AND DETERMINE
HOW TO BEST PROTECT IT FROM DAMAGE.
C.) ENSURE ENOUGH MATERIALS ARE IN PLACE TO STABILIZE
THE SITE (eg. COIR MATTING, STONE, MULCH, SILT FENCE,
ETC.)
d.) ENSURE THAT ALL TOOLS, SHEDS, PROJECT MATERIALS (STRAW,
LOGS, COIR MATTING) AND SMALL EQUIPMENT THAT CAN BE
DAMAGED BY RISING WATER ARE REMOVED FROM EXCAVATIONS
AND LOW AREAS PRONE TO FLOODING.
e.) ENSURE THAT ALL LOOSE MATERIALS ARE NEATLY STACKED
AND BANDED.
f.) ENSURE DEWATERING OF SITE IS FEASIBLE (DIVERSION CHANNELS,
MORE PUMPS, ETC). STANDBY AND DIESEL POWERED EQUIPMENT
IS READY TO OPERATE. OPERATE THIS EQUIPMENT AS CONDITIONS
WARRANT.
g.) REMOVE ANY TEMPORARY DIKES AND SHUT DOWN PUMPS IF
THEY ARE INADEQUATE TO DEWATER THE SITE.
h.) EQUIPMENT IS TO BE RELOCATED TO A SAFE LOCATION.
i.) ENSURE THAT THE PROJECT SITE IS OUTFITTED WITH
A PORTABLE, BATTERY OPERATED WEATHER BAND RADIO
AND EXTRA BATTERIES.
SECTION B -B
TEMPORARY SEEDING SCHEDULE
CLASS 'A'
RIP RAP
DATE TYPE PLANTING RATE
(LBS /ACRE)
JAN 1 - MAY 1 RYE GRAIN 120
ANNUAL KOBE LESPEDEZA 50
GROUND AGRICULTURAL LIMESTONE 2,000
10 -10 -10 FERTILIZER 750
STRAW MULCH 4,000
MAY 1 - AUG 15 GERMAN MILLET 40
GROUND AGRICULTURAL LIMESTONE 2,000
10 -10 -10 FERTILIZER 750
STRAW MULCH 4,000
AUG 15 - DEC 30 RYE GRAIN 120
GROUND AGRICULTURAL LIMESTONE 2,000
10 -10 -10 FERTILIZER 1,000
STRAW MULCH 4,000
0"7-12
DETAILS &
CONSTRUCTIOI
NOTES
2C
MIN. 5 FT. I
-- --- - - ----
- ---- -- J-- - - - - -- EXISTING
TOP OF BANK
I
MIN. 1 FT. WIDER THAN
I
I _ FLOW DIRECTION
EXISTING CHANNEL
I OF EXISTING CHANNEL
I
I
I
- ----- ---
- -- EXISTING
I TOP OF BANK
EXISTING GROUND
I
IMPERVIOUS SELECT
MATERIAL
I
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PLAN VIEW
♦uocnvrn �.
CROSS- SECTION
NOTES
NOTES:
1.) CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED
SLOPES AT THE END OF EACH WORKING DAY.
2.) CONTRACTOR SHALL NOT DISTURB ANY MORE AREA THAN
WHAT CAN BE STABILIZED (MATTING OR SEED AND STRAW)
AT THE END OF EACH WORKING DAY.
3.) CONTRACTOR SHALL PROVIDE A RAIN GUAGE AND LOG BOOK
AT THE PROJECT SITE AND SHALL READ AND RECORD RAIN
AMOUNTS AT THE SAME TIME EACH DAY.
INCLEMENT WEATHER PREPARATION:
1.) PROJECT PERSONNEL WILL BE RESPONSIBLE FOR MONITORING
WEATHER PATTERNS THAT MAY AFFECT THE SITE OR ITS WATERSHED.
2.) THE CREW WILL STOP CURRENT WORK TO ENSURE THE SITE IS
PREPARED FOR INCLEMENT WEATHER. SITE PREPARATION
INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING ITEMS:
IMPERVIOUS CHANNEL PLUG
W/ RIP RAP
SCALE: NTS
Ne
ZI
co 91
z 1
ai ° j
wol
. I
1
CLASS 'A' RIP RAP
I Y
I a
I =m
I uri °
I w d
I W,0
I �
I 20'
SELECT 5'°gg� o�$ MATERIAL 8$� 1-°�°$ 000 'o
8, °�,ao° 8, 06
TYPa
I I
0
Zz o Bo CD
r¢ r r ►+u-
rnm r°
.. co
Wo PLAN VIEW W`-
CL
r
A
EXISTING
INCOMPLETE PLANS
PRELIMINARY PLANS
00 "r um rm commucrm
oAT&
IMPERVIOUS —
CLASS 'A' SELECT MATERIAL
RIP RAP —\
�y'W nar —r SECTION A -A
a.) ENSURE ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN
PLACE AND MEET ADEQUATE STANDARDS PRIOR TO WEATHER
IMPACTS.
b.) IDENTIFY VULNERABLE WORK IN PROGRESS AND DETERMINE
HOW TO BEST PROTECT IT FROM DAMAGE.
C.) ENSURE ENOUGH MATERIALS ARE IN PLACE TO STABILIZE
THE SITE (eg. COIR MATTING, STONE, MULCH, SILT FENCE,
ETC.)
d.) ENSURE THAT ALL TOOLS, SHEDS, PROJECT MATERIALS (STRAW,
LOGS, COIR MATTING) AND SMALL EQUIPMENT THAT CAN BE
DAMAGED BY RISING WATER ARE REMOVED FROM EXCAVATIONS
AND LOW AREAS PRONE TO FLOODING.
e.) ENSURE THAT ALL LOOSE MATERIALS ARE NEATLY STACKED
AND BANDED.
f.) ENSURE DEWATERING OF SITE IS FEASIBLE (DIVERSION CHANNELS,
MORE PUMPS, ETC). STANDBY AND DIESEL POWERED EQUIPMENT
IS READY TO OPERATE. OPERATE THIS EQUIPMENT AS CONDITIONS
WARRANT.
g.) REMOVE ANY TEMPORARY DIKES AND SHUT DOWN PUMPS IF
THEY ARE INADEQUATE TO DEWATER THE SITE.
h.) EQUIPMENT IS TO BE RELOCATED TO A SAFE LOCATION.
i.) ENSURE THAT THE PROJECT SITE IS OUTFITTED WITH
A PORTABLE, BATTERY OPERATED WEATHER BAND RADIO
AND EXTRA BATTERIES.
SECTION B -B
TEMPORARY SEEDING SCHEDULE
CLASS 'A'
RIP RAP
DATE TYPE PLANTING RATE
(LBS /ACRE)
JAN 1 - MAY 1 RYE GRAIN 120
ANNUAL KOBE LESPEDEZA 50
GROUND AGRICULTURAL LIMESTONE 2,000
10 -10 -10 FERTILIZER 750
STRAW MULCH 4,000
MAY 1 - AUG 15 GERMAN MILLET 40
GROUND AGRICULTURAL LIMESTONE 2,000
10 -10 -10 FERTILIZER 750
STRAW MULCH 4,000
AUG 15 - DEC 30 RYE GRAIN 120
GROUND AGRICULTURAL LIMESTONE 2,000
10 -10 -10 FERTILIZER 1,000
STRAW MULCH 4,000
0"7-12
DETAILS &
CONSTRUCTIOI
NOTES
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