19950072 Ver 1_COMPLETE FILE_19950125

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Crescent Resources, Inc
Mr. Stephen Schreiner
Project Manager
400 South Tryon Street
P.O. Box 1003
Charlotte, N.C. 28201-1003
Dear Mr. Schreiner:
ED F= F=1
January 25, 1995
Mecklenburg County
DEM Project # 95072
FILE COPY
You have our approval to place fill material in 0.10 acres of wetlands or waters for the purpose.
of single family development at Overlook - Phase I, Mountain Island Lake, as you described in your
application dated 18 January 1995. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification. Numbers 2664 and 2732. These certifications allow
you to use Nationwide Permit Numbers 12 and 14 when they are issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required. to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
Sin ely,
P estop Howard, 6P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DEM Regional Office
Mr. John Domey
Central Files
Len Rindner
95072.1tr
-P:O: Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
LEONARD S. RINDNER
Environmental Planning Consultant
Landscape Architecture
Landscape Planning
January 18, 1995
Wilmington District Engineer
United States Army Corps of Engineers
PO Box 1890
Wilmington, NC 28402-1890
Attn.: CESAW CO-E
(Forwarded to Asheville Field Office)
7113 Hickory Nut Drive
Raleigh, NC 27613
-a [phone]
';s ?O
0S
?Q ?SC?ENCEs
Water Quality Planning
Division of Environmental Management
NC Department of Environment, Health, and Natural Resources
PO Box 29534
Raleigh, NC 27626-0535
Attn.: Mr. John Dorney
Subject: Nationwide Permit #12 and #14 for Phase-1 of the Overlook, a 147 Acre
Single Family Development in Mecklenburg County, North Carolina
Dear Sirs or Madams:
On behalf of Mr. Stephen Schreiner of Crescent Resources, Inc., I am pleased to provide
the following permit information concerning the Overlook for your review and consideration.
The 147 Acre Phase - 1 of the total 353 Acre development is located on a peninsula in
Mountain Island Lake. The development will comply with the requirements of the Mountain
Island Lake Watershed Overlay District and the Mecklenburg County/City of Charlotte
Watershed Buffer Guidelines. The potential for impacts to Jurisdictional Waters was
anticipated early in the planning process and impacts to wetlands have been avoided.
Impacts to Jurisdictional Waters will be limited to "bank to bank" road crossings and utility
line crossings. As part of the Buffer and Stormwater Management Program which will be
implemented as an integral part of the development, minimization of impacts to wetlands
will include measures to protect water quality such as: treatment of runoff; management
of construction and staging areas; protection of natural buffer areas and vegetation;
avoidance of direct discharge into receiving waters; strict adherence to an approved
Sedimentation and Erosion Control Plan; and other Best Management Practices.
Wilmington District Engineer
Water Quality Planning
January 18, 1995
Page Two
Please contact me if you have any questions or require additional explanation.
Thank you,
n in er ,
'42
Leonard S. Rindner
Environmental Planning Consultant
NC Landscape Architect #578
Enclosures
cc: Mr. Dale C. Stewart, LandDesign Engineering Services, Inc.
Mr. Stephen Schreiner, Crescent Resources, Inc.

THE OVERLOOK
MOUNTAIN ISLAND LAKE
MECKLENBURG COUNTY, NORTH CAROLINA
Joint Application Form and Supporting Documentation For
NATIONWIDE PERMIT #14
NATIONWIDE PERMIT #12
Prepared For:
CRESCENT RESOURCES, INC.
400 South Tryon Street
Charlotte, North Carolina 28230
JANUARY, 1995
Prepared By:
Land ??sigyt
ENGINEERING SERVICES INC.
1700 EAST BOULEVARD CHARLOTTE, NC 28203
DEM ID:

0

I

L

0
ACTION ID:
nationwide Permit Requested (Provide Nationwide Pe.njit #): Nationwide Permit #12
jOINT FOPM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILM[NGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRON'ivIEN I'AL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: Crescent Resources, Inc.- Mr. Stephen Schreiner: Project Manager
2. Owners Address: 400 South Tryon Street PO Box 1003 Charlotte NC 28201-1003
Owners Phone Number (Home):

(Work): 1-704-382-2410
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
Leonard S. Rindner - Environmental Planning Consultant
7113.Hickory Nut Drive
Raleigh, NC.27613- .(919) 870..- 9191.
5. Location bf work (MUST ATTACH MAP). County: Mecklenburg Countv
Nearest Town or City: Charlotte
Specific Location (Include road numbers, landmarks, etc.): Site accessed from My. Holly-Huntersville
Road (SR 2004) - See attached Vicinity"Map
6. Name of Closest Stream/River. _ Mountain Island Lake (Catawba River)
7. River Basin: Catawba River Basin
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [X]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [X]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: J , i sdi s-
Waters of the US within Phase-1=±.75 Ac.(±.50 Ac. Wetlands;±.25 Ac. Surface'Waters).
11. Number of acres of waters of the U.S., including, wetlands, impacted by the proposed project:
Utz Lines do not impact any vegetated wetland areas.
Filled:
Drained:
' Flooded:
Excavated:
'
Total Impacted: ±O.10 Ac. or ess o temporary istur ance at "banktb,bank"
1pcari ens at i nt'armi rrPnt tributaries
12. Description of proposed work (Attach PLAINS-8 112" X 11" drawings only): See Attached
13. Purpose of proposed work: Site development for Single Family Development. '
14. State reasons why the applicant iglievz that this activity must be carried out in wetlands. Also, note measures '
taken to minimize wetland impacts. ee be -Low.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service ,
(INIATS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
J
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ J NO[
RESPONSES FROM THE USFWS AND/OR NNfFS SHOULD BE FORWARDED TO CORPS. N/A t
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [ ] '
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. N/A
17. Additional information required by DEM
A. Wetland delineation map showing all wetlands, streams, and lakes on the property. See attached '
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line. See appendices in Buffer and Stormwater Mgmt. Program '
D. If a.stormwater management plan is required for this project, attach copy. See Buffer and Stormwater
Mgmt. Program attached
- E. What is land use of surrounding property?
F. If applicable, what is proposed method of sewage disposal? Municipal San, Sewer System ,
Owner's Signature - - -' Date '
14) The potential for impacts to Jurisdictional Waters was anticipated early"in`?fie`"'
-planning process and impacts to wetlands have been avoided. Impacts to: Jurisdictional.:Wate
will be limited to bank-to bank road crossings-and utility line crossings. As part of_the
Buffer - and Stormwater Management Program which will be -implemented...as-arr--integral part
of the-development, minimization.of impacts to wetlands. will include.measur.es to protect
water. quality. These include treatment of runoff; management of construction staging areas
protection of natural buffers; avoidance of direct discharge into receiving waters-
strict adherence to an approved Sedimentation and erosion Control Plan, and other Best
-Flanagement Practices. The development will comply with the tequirements--of theMountain '
Island Lake Watershed Overlay District and the Mecklenburg County/City.of Charlotte
Watershed Buffer Guidelines.
15) & 16) A review of maps at the Natural Heritage Program and at the Office of.State '
Archaeology, and the Survey and Planning Branch indicated no endangered spec es;-sensi=
tive habitats,- or significant cultural resources in the project area.

I?

F
C

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I

D---M ID:
ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #r): Nationwide Permit #14
JOINT F©PW FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF TIC ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Box 29535
ATTN: CESAW CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR. JOHIi t DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SEM'I' TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: Crescent Resources Inc.
2. Owners Address: PO Box 1003 Charlotte.- NC 28201-1003
3. Owners Phone Number (Home):
(Work):
4. If Applicable: Agent's name or responsible corporate official, address, phone number: _
Leonard S. Rindner - Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC.27613 [phone]..
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City: Charlotte
Specific Location (Include road numbers, landmarks, etc.): Site acc ssed fr m M Holly HtlntPr,9_=„L_
Road (SR 2004) - See attached Vicinity.Map -
6. Name of Closest Stream/River- Mountain Island Lake (Catawba River)
7. River Basin: Catawba River Basin
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [XI
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [X]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: Jur : Waters
of the U.S. within Phase - 1 = ±.75 Acres ±,
tT?rcrc1 ?,iori ,, ( 50 Acres Wetlands, ±.25 Acres Surface
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Road Crossings do not impact any wetland areas...
Filled:
Drained:
Flooded:
Excavated:
Total Impacted: ±0.10 Acres or less of temporary disturbance at "bank to
bank ocations over interm;rrAnr ,-r; ,.?.._?__
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): SeP attached
13. Purpose of proposed work: Site development for Single Family Development
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. See Below.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service critical
h bi at in the permit area that may be affected by the proposed projects Have you done so ?eatenYES species o NO [ J
P
RESPONSES FROM THE USFWS AID/OR NNIFS SHOULD BE FORWARDED TO CORPS. N/A
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. N/A
17. Additional information required by DEM.:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property. See attached
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line. See appendices in Buffer and Stormwater Management Program
D. If a.stormwater management plan is required for this project, attach copy. See Buff er and Stormwater
e en Pro ram en losed w t: this application. rTn ?o.,At c; n?, t o Fami 1 _
E. aislands use o? surrouncdtng tope 't:4
_
F. If applicable, what is proposed method of sewage disposal? M„n; ri nal San 4PwPr Sgqt-Pm
Owner's Signature e - - _ Date

1

14) The potential for impacts to Jurisdictional Maters was anticipated early in,the
planning process and impacts to wetlands have been avoided. Impacts to Jurisdictional
Waters will be limited to "bank to bank" road crossings and utility_line crossings.
As .part-of.the Buffer and Stormwater Management Program--which will be implemented
as an irit:egral 'part of the development, minimization of impacts' to-wetlands- will in-
clude measures to protect water quality such as treatment of runoff, management of '
-
construction of stagi.ng'areas, protection of natural buffer areas, avoidance of-di
rect discharge into receiving waters, strict adherence to-an .ap.pLOVed S*edimenta
tion and Erosion Control Plan, and other Best Management Practices.'The development
will..comply with the.requirements of the Mountain Island Lake Watershed Derladelines '
trict and the Mecklenburg County County/City of Charlotte.Watershed Buffer 15) & 16) A review of maps at the Natural Heritage Program and at the Office. of '
State Archaeology and Survey and Planning Branch indicated no endangered species,
sensitive habitats, or significant cultural resources in the project area.

SHEPHE DS
16 Catawba Co FORD 21 801 1 150 29
150 Rowan Co 7
CHAR TTE TE 150 152 152 CHINA GROVE
M IDEN 150
AREA is resell 115 MOORESVILLE
601
9 152
136 ` L p
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321 SCALE IN ES ENOCHVILLE 1
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GOODSONVILLE TRIANGLE COR ELIUS 136
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IRON STATIO w? `-"` 73 115 73 \ 73 CONCORD
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5 YORK TIRZAH 160
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VILLAGE TABULATIONS ...................
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OVERLOOK - COMMUNITY MAS'T'ER PLAN MOUNTAIN ISLAND LAKE
Mecklenburg County, North Caroline -
yrya TON
ertBVAgrxFOa:CRESCENT RESOURCES, INC. w{aLarDerDAVID POWELL&ASSOCIATES. INC. Ntww%:+zxa wTw.a,w)
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See Final Plans for Actual Phase - 1 Limits
' Conceptual Master Plan

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D3
BUFFER AND STORMWATER MANAGEMENT PROGRAM
THE OVERLOOK
MOUNTAIN ISLAND. LAKE
1
MECKLENBURG COUNTY, NORTH CAROLINA
' Prepared For:
CRESCENT RESOURCES, INC:
' -4 400 South Tryon Street
Charlotte, North Carolina 28230
DECEMBER, 1994
Prepared By:
ENGINEERING SERVICES INC.
1700 EAST BOULEVARD CHARLOTTE. NC 28203

TABLE OF CONTENTS
1.0 Introduction
2.0 Background and Purpose
3.0 Project Description
4.0 Existing Conditions
4.1 Vegetation
4.2 Soils
4.3 Hydrology
4.4 Jurisdictional Waters of the United States
4.5 Buffer Area Description
5.0 Buffer and Stormwater Management Program
6.0 Sedimentation And Erosion Control
7.0 Toxics and Hazardous Waste
8.0 Summary
Appendices
A. Project Development Summary
B. Land Use Summary - Phase I
C. Watershed Buffer Plans and Restrictions -
Information For Builders and Homeowners
D. Wetland Delineation Report

Figures
1 Vicinity Map
2 Master Site Plan
3 Soils
4 Jurisdictional Waters of the United States
5 Buffer and Stormwater Management Plan

fl

1.0 INTRODUCTION
The Overlook Development is located in the "critical area" of the Mountain Island Lake
Watershed. A Vicinity Map showing the location of the site is attached as Figure 1. A
Project Development Summary is presented in Appendix A. To protect water quality and
preserve the natural beauty, the following Buffer and Stormwater Management Program
has been developed. With this program Crescent Resources, Inc., is making a strong
commitment to watershed protection.
The Program includes a Master Plan and performance criteria that will meet or exceed the
regulations and guidelines. Specific site plans, details, and specifications have also been
developed to implement this program and are bound separately. In addition, a manual has
been prepared for builders and homeowners to provide an overview of watershed
need to comply with all watershed regulations and guidelines before constructing a home
protection, encourage good stewardship and responsibility, and to make them aware of the
addition, landscaping, and maintenance.

J

1

LI

2.0 BACKGROUND AND PURPOSE
The Mountain Lake Island Lake Watershed contains approximately 40,000 acres of area
which drains naturally to Mountain Island Lake. The lake encompassing approximately,
3,520 acres was formed by Duke Power Company with construction of the Mountain Island
Dam over the Catawba River
Aside from the natural beauty and recreational benefits of the lake, it provides the primary
source of drinking water to several major communities including Charlotte - Mecklenburg.
The Charlotte - Mecklenburg Utility Department operates a water intake facility at the end
of the Pump Station Road, immediately downstream of the Overlook Development.
In 1993, the Mecklenburg County Board of Commissioners approved a Watershed
Protection Plan, and amendments to the subdivision and zoning ordinance to establish
rules and regulations for development in the Watershed.
The purpose of the Buffer and Stormwater Management Program for the Overlook is to
achieve the water quality protection goals, and to strictly comply with the requirements of
the Mountain Island Lake Watershed Overlay District (June 21, 1993) and the Mecklenburg
1 County / City of Charlotte Watershed Buffer Guidelines (May 11,1994). These were
adopted to provide for the protection of public water supplies as required by the N. C.
11

i
Water Supply Watershed Classification and Protection Act (G. S. 143-214.5) and
' regulations. The overlay district and guidelines supplement the development requirements
of the underlying zoning district within the Mountain Island Protection Area.

1

C

1

1

3.0 PROJECT DESCRIPTION
Overlook Is a proposed + 353 acre planned residential community at Mountain Island Lake.
Primarily a peninsula, it is undeveloped except for an existing FAA installation and power
line rights-of-ways. It is located northwest of Charlotte and southwest of Huntersville. In
the near future the northern section of the Charlotte Outer Belt will pass just south of the
project site. To the east of the tract at the lake is the Charlotte - Mecklenburg Utility
Departments Water intake facility. Approximately 60 acres of the original site has been
conveyed to the Citywof Charlotte for land preservation around the intake.
Although the community will be developed in phases, the project build-out will include
approximately 418 lots at a gross density of 1.18 D.U.A. according to the Master Plan
(Reference Figure 2). First phase of the project as depicted on Figure 3 through 5 is
proposed to be ± 120 acres, and will include 164 lots, community recreation areas, common
open space, and related infrastructure. A Land Use Summary for this phase is presented
in Appendix B.

4_0 EXISTING CONDITIONS
The site is generally undeveloped except for a small FAA installation, power line right-of-
ways and clearings, and logging roads. Most of the site is in various stages of succession
forest since the timber on the site has been removed over approximately 10 years. A few
stands of more mature woodland occur on steep slopes, and other areas were left as
buffers to the lake. The forested area, therefore, is adjacent to all the lake edges, and the
soil is stabilized. The remaining portions of the site are characterized by gently sloping
ridge tops, and have been cleared for timber, and are in old field to woodland succession.
Vegetation in the power line rights-of-ways is variable because of the many habitats
encountered within these corridors. Maintenance practices control and limit establishment
of large woody species with the vegetation most closely resembling old field habitat.

4_1 VEGETATION
Mixed Forest
The Mixed Forest is characterized by a mixture of canopy species dominated by
pines and hardwoods. Small areas within these forest areas may have a
predominance of pine or hardwoods. Pines include Loblolly Pine, Virginia Pine, and
Redcedar. Hardwoods include Sweet Gum, Red Maple, Beech, Oak, White Oak,

j

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Tulip Poplar, Hickory, and other common species. The sub-canopy contains
saplings and seedlings of canopy species. Pines are not usually found in these
areas because of the low light conditions. Other sub-canopy species include Black
Cherry, American Holly, Dogwood, Elm, Privet, and Silverberry. Woody vines
common in the under-story include Poison Ivy, Wild Grape, Greenbriar,
N
Honeysuckle, and other herbaceous and woody species.
Oak Hardwood Forests
The oak hardwood forest is dominated by broadleaf deciduous species. Although
the content is similar, dominance is dependent upon slope, location and exposure.
Canopy species include a variety of oak species such as White Oak, Red Oak,
Black Oak, Hickory and Beech. Remnants of natural forest exist along the steepest
banks. Other tree species may include Tulip Poplar, Red Maple, Virginia Pine,
Loblolly Pine, and Eastern Redcedar. There are also remnants of past tree
harvesting and previous successional stages. The understory is similar to mixed
forest.

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Bottomland Hardwood Forest
The bottomland hardwood forest areas develop in sediments along lowlands,
drainageways, and floodplain areas in Mecklenburg County. The best developed
of these areas occur in the widest flood-plain-like terrain, particularly in the cove
areas. Steep topography limits the width of these forests along the small tributaries.
Species which occur in these areas include Green'Ash, Black Willow, Sweet Gum,
Red Maple, River Birch, Hackberry, Sycamore, and other typical species that
tolerate these wet conditions. The less mature areas will also include Boxelder,
Elm, Cottonwood, and saplings of canopy species. Common under-story shrubs
include Alder, Dogwood, Pawpaw, and Privet. Woody vines include Poison Ivy,
Honeysuckle, Greenbriar and Multiflora Rose. The herbaceous layer is variable
based on exposure to light. Species include sedge and rush species, Arrow Arum,
Jewelweed, Lizard Tail and others.
The slopes adjacent to the tributaries have forests with similar species. Species
composition is related to topography, soil fertility, and moisture content. Species
composition may also include Kentucky Coffetree, Beech, Tulip Poplar, Dogwood,
and Redbud.
Open Field
This includes all upland areas dominated by herbaceous plants, such as pastures,
old fields, the power line right-of-way, and road sides. Large areas are dominated
by pasture grasses The power line right-of-way has been periodically mowed and

is dominated by grasses and perennial herbs, including Broomsage, Goldenrod, and
Bush-clover. Other areas have been undisturbed for longer periods, and are in
transition to more dominant species such as Blackberry, Greenbriar, Redcedar, and
tree saplings. Wetter areas in this habitat include species that are tolerant of
saturated soil conditions such as Willow, Rush, and Sedge species.
4.2 SOILS
Mecklenburg County is entirely within the Southern Piedmont physiographic region. This
is characterized by broad, gently rolling inter-stream areas, and by steeper slopes along
drainageways.
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The soils on this tract were identified utilizing the USDA Soil Conservation Survey for
Mecklenburg County and are depicted in Figure 3. The soils consist of:
CeB2 - Cecil sandy clay loam, 2 to 8 percent slopes, eroded
CeD2 - Cecil sandy clay loam, 8 to 15 percent slopes, eroded
PaE - Pacolet sandy loam, 15 to 25 percent slopes
PaF - Pacolet sandy loam, 25 to 45 percent slopes
Mo - Monacan soils (not mapped)
Cecil soils occur on broad smooth ridges and side slopes on the upland. They are well
drained with moderate permeability and medium available water capacity. These soils
have a high potential for most urban uses.

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Pacolet soils occur on steep upland side slopes adjacent to drainageways. They are well
drained with moderate permeability, and low available water capacity, and subject to rapid
runoff and erosion.
Monacan soils occur as long narrow bands parallel to streams and drainageways. These
Permeability is moderate, and available water capacity is high.
are somewhat poorly drained, nearly level soils, on flood plains along streams.
The soils within the mandatory and voluntary buffers consist of CeD2 (Cecil sandy clay
loam, 8 to 15 percent slopes), PaE (Pacolet sandy loam 15 to 25 percent slopes), and Mo
(Monacan soils) in bottomland and wetland areas.
Unprotected these soils are subject to impacts from rapid run-off and erosion. Strict
adherence to an approved Sedimentation and Erosion Control Plan as well as the methods
proposed in this Buffer and Stormwater Management Program is to minimize impacts to
the buffer area, wetlands, and water quality.
4.3 HYDROLOGY
Mountain Island Lake is the dominant hydrological feature on the site. The impoundment
with a High Water Level of 648.00 M.S.L. creates shallow flooded areas and a high water
table, especially on cove areas and at the deltas of the smaller drainageways.
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The other hydrological features are incised headwater intermittent tributaries of Mountain
Island Lake (Catawba River). The width of these mostly bank to bank channels varies;
however, averages approximately 4' - 6'. In some cases the channels are eroded to
bedrock or graveling sub-strate.
throughout the year and is about 44-inches. The average date of the first freezing
According to the chapter on climate, in the Soil Survey, precipitation is evenly distributed
temperature in the fall (28°F) is November 4,. The average date of the last freezing
temperature (28°F) is March 31. The approximate length of the growing season is 243
Days.

Water Classification.b WS - IV CA
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Waters protected as water supplies, which are generally in moderately to highly developed
watersheds, are subject to "Critical Area" Control Criteria.
4.4 Jurisdictional Waters of the United States
The ecological functions and values of the Jurisdictional Waters of the U. S. are protected
by Federal and State regulations. They are considered sensitive habitats for fish and
wildlife and also provide flood protection and pollution control. Section 404 of the Clean
Water Act requires regulation of discharges and authorizes the U. S. Army Corps of
Engineers (USACOE) to regulate the disposal of dredged or fill material into "Waters of the

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U.S.", which includes wetlands. The United States Environmental Protection Agency is
the principal agency and also reviews wetland issues under the authority of Section 404.
The North Carolina Department of Environment, Health, and Natural Resources, Division
of Environmental Management, Water Quality Section also reviews permitting effects
based on Section 401 of the Clean Water Act.

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Wetlands have been described as:
"Those areas that are inundated or saturated by groundwater at a frequency and duration
sufficient to support, and that under normal circumstances do support, a prevalence of
vegetation typically adopted to life in saturated soil conditions. Wetlands generally include
swamps, marshes, bogs, and similar areas" (33CFR 328.3(b), 1986).
Preliminary identification and delineation of the Jurisdictional Waters on the site were
determined according to the Corps of Engineers Wetland Delineation Manual, Technical
Report Y-87-1 with Appendices. Data gathering included review and interpretation of the
topographic maps provided; the National Wetlands Inventory Map, U.S.D.A. Soil
Conservation Service Soil Survey; and a preliminary site visit. The Routine On-Site
Determination Method was utilized to determine the upper boundary of the wetlands. In
order to make a positive wetland determination evidences as described in the manual of
Hydrophytic Vegetation, Hydric Soil, and Wetland Hydrology were identified.
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The wetlands on the site were delineated by Leonard S. Rindner, Environmental Planning
Consultant, and verified by the USACOE in June, 1994. These are depicted on Figure 5.
Waters of the U. S. in the vicinity of the site are generally limited to Mountain Island Lake
(defined by elevation 648.00, the high water line), adjacent wetlands sporadically along the
lake edge, wetlands at the cove areas, and "bank to bank" headwater tributaries.
Permitting and Regulatory Consideration
Impacts to Jurisdictional Waters will be limited to "bank to bank" road crossings and utility
line crossings, and it is expected that these impacts will be eligible for Nationwide Permits.
Since these sensitive regulatory and environmental issues were anticipated early in the
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design process complicated permitting procedures such as those required for an individual
permit are not expected.
Minimization of impacts to wetlands, as well as mitigation, if required, should include
measures to protect water quality such as treatment of run-off, management of
construction and staging areas, detention/retention basins, avoidance of direct discharge
into receiving waters, strict adherence to an approved Sedimentation and Erosion Control
Plan, and other Best Management Practices.

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4.5 BUFFER AREA DESCRIPTION
The buffer areas along the lake are heavily wooded with dense tree cover and/or areas of
early succession with typical heavy overgrowth of tree scrub/shrub, and groundcover
species. A thick layer of natural mulch can be found in the wooded areas. Soils have
apparently stabilized, and there are no signs of unusual shoreline erosion.
Buffer Areas Required
Since the project is within a Critical Area, a vegetative buffer of 100' measured from the
normal pool elevation and along all perennial streams measured from the bank on each
side of the stream is required. This is according to the requirements of the Mountain Island
Lake Watershed Overlay District (June 21, 1993) and the Mecklenburg County / City of
Charlotte Watershed Buffer Guidelines (May 11, 1994).
These ordinances and guidelines provides for two types of buffers in the Critical Area.
1. Lake Buffer - A 100' minimum distance from the high water elevation (648)

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around the entire shoreline.
2. Perennial Streams - A 100' minimum distance or the 100 year flood plain
(whichever is greater), from the bank of all perennial streams as shown on
U. S. Geological Survey Quadrangle Maps. Where streams are intermittent,
a voluntary 50' buffer has also been established to protect these smaller
streams.

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These buffers are depicted on the record plat of the development and for affected lots. In
order to complete the Overlook, some work will occur in the buffer areas such as utility
construction or drainage improvements. The Buffer and Stormwater Management Program
has identified these areas and sets forth the techniques for the construction and
restoration.

5.0 BUFFER AND STORMWATER MANAGEMENT PROGRAM
A Stormwater Management Program has been designed and upon approval will be
implemented to avoid and minimize the potential to degrade water quality and to protect
buffer areas.
Stormwater management becomes necessary when increasing the impervious area within
an existing natural area. The impact of the increased runoff and reducing natural filtration
has been analyzed with respect to the capacity and stability of natural channels and the
presence of environmentally sensitive areas. Special consideration has been given to
avoiding erosion and degradation of environmentally sensitive areas, wetlands, and
surface waters.
A two stage plan of Stormwater Management will be implemented:
1) During construction, and
2) After construction.
During construction, run-off creates the potential for erosion and sedimentation. This
potential impact on the streams and Mountain Island Lake exists during the primary
development of streets and utility systems and continues until the last home is completed.
Erosion control devices will be installed as part of the development and will remain until the
disturbed areas within the development pod are stabilized. A plan for erosion control

measures by builders has also been developed, and builders must install and maintain
these during home construction. The proposed erosion control measures are discussed
further in Section 6.
As construction is completed, the Stormwater Management Program will include more long
term controls (depicted in Figure 5), and includes the utilization of a number of primarily
non-structural best management techniques including:
Non-Structural
A. Permanently Vegetated Buffer as required
B. Plunge Pools
C. Stormwater - Wetland Systems / Biofilters
D. Natural Mulching And Reforestation
Structural
A. Drop Manhole / Velocity Reducer
Non-Structural
A. Buffers
Vegetative buffers at 100 foot are required and provided along the shore line of
Mountain Island Lake measured from the normal pool elevation and along all
perennial streams as indicated. Where streams are intermittent, a voluntary 50 foot
buffer has also been established to protect these smaller streams. Buffers as
defined by the regulations are a natural or vegetated area through which stormwater

runoff flows in a diffuse manner so that runoff does not become channelized and
which provides for infiltration of runoff and filtering pollution. The buffer is measured
landward from the normal pool elevation of impoundment and from the bank on
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each side of streams and rivers. Natural forested areas have the best capacity for
' collecting and storing nutrients, and the canopy protects the soil from erosion.

Field locations of required and voluntary project buffers will be required to determine
' the exact location of a buffer boundary in the construction area vicinity.

Temporary disturbances of the buffer shall not be allowed without prior approval.
' B. Plunge..Pools and Level Spreaders
Plunge Pools and level spreading devices will be utilized to dissipate the velocity
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and disperse stormwater runoff to reduce erosion and sedimentation of the existing
' intermittent tributaries above the buffer areas. These permanent stone lined basins
' are dry until rainfall, at which time they fill and overflow uniformly to reduce the
potential impact to the buffers. These basins are located in easements within lots
and will be protected.
' C. Stormwater Biofilters
Stormwater Biofilters will be created to provide further protection of the lake from
' stormwater runoff in certain areas as indicated on the Buffer and Stormwater
Management Plan and Stormwater Biofilter detail.

' Stormwater Bioflters have the potential to remove pollutants from stormwater runoff
through settling, retention, velocity reduction, infiltration and absorption. These will
be located so that all the smaller storm events, "tow flows", enter the biofilter areas
' and capture most of the first flush from roads and other impervious surfaces. These
' will not be located in delineated natural wetlands, but will be placed upstream to
support and not degrade the existing wetland areas;
' Specifically the biofilter will include the following features:
1) Level spreading devices to disperse the flow into the area to reduce
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channelization
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' 2) Aquatic plantings selected based on availability of native species, and
' pollutant and nutrient removal capability, and
3) Variety:of depths to increase the pollutant removal functions within the area.
' D. Natural Mulching And Reforestation
Construction of utilities and drainage improvements are proposed within some
Portions of the designated buffer areas. Areas impacted will be restored through
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' the use of natural mulch created by chipping and shredding of existing vegetation
and forest litter from development areas to encourage natural succession. The
mulch will be spread uniformly over the disturbed area to be revegetated to a depth
' of four (4) to six (6) inches compacted or more and installed according to the
specifications after completion of the construction operation or temporary
disturbance.
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Trees will be replaced at a rate that will comply with the Mecklenburg County / City
of Charlotte Watershed Buffer Guidelines (May 11, 1994). Trees will include
coniferous and deciduous trees that are typical in areas of early succession, and
selected on a growth habit that exhibit rapid root and canopy development.
Where topography and site conditions have ; resulted in the need to construct
sanitary sewer in the buffer areas, the sewer has been located to minimize impacts
as much as possible to the buffer and water quality. The following methods have
been utilized:
1) The sewer line has been staked and adjusted in the field to respond to actual
field conditions to minimize impacts of important vegetation, and where
feasible, to minimize potential erosion problems.
2) The construction easement and earthwork will occur on the upland side of
the Sanitary Sewer line right-of-way.
3) Laterals from individual lots will be located in the same clearing where
feasible.
4) Silt Fences and/or Construction Fencing will be located along the right-of-
way to reduce siltation and potential accidental construction impacts.
5) Trees will be replaced in the construction easement and the area mulched
as required..
6) The permanent 15' cleared easement will be mulched with natural mulch to
encourage natural succession.
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Structrual
A. Drop Manhole / Velocity Reducer
The storm drainage piping network has been designed to minimize the amount of
stormwater from streets directed toward the 100 foot Lake Buffer. Only one pipe
has been proposed to flow toward the buffer due to topography. Erosion potential
increases as the exit velocity of stormwater increases at outlets from the drainage
network. In order to minimize the potential for erosion each outlet velocity has been
reduced by incorporating drop manholes ahead of each outlet and flattening the
slope of the pipe leading to a plunge pool level spreader.

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6.0 SEDIMENTATION AND EROSION CONTROL
Although sedimentation and erosion may be a temporary problem during construction,
impacts from these processes may produce permanent damage to water quality and
essential ecosystems. Strict adherence to an approved Sedimentation and Erosion Control
Plan and use of Best Management Procedures will be used to minimize potential impacts
from erosion and sedimentation on the buffer, streams, and Mountain Island Lake.
Mecklenburg County has now implemented an individual lot erosion control plan approval
and inspection process in the watershed. To further enforce good erosion control of the
homebuilders, an overall erosion control plan has been designed which coordinates and
integrates the site development erosion control facilities with the devices for control of
erosion from each lot. In some instances, major erosion control basins will remain until all
homes are constructed within the area served. In this case, financial responsibility for the
erosion control structure will be transferred from the developer to the homebuilder.

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7.0 TOXICS AND HAZARDOUS WASTE
Other than the obvious impact from having had the upland areas previously timbered, the
Overlook site is natural and unblemished. The preservation of the site for a lakefront
community, and the protection of the quality of natural drainageways and Mountain Island
Lake requires prohibitions against all toxic or hazardous waste. Education of the
homebuilders and homeowners as to the potential dangers and applicable regulations is
also necessary.
During site development activities, the changing of oil or major mechanical repairs of
construction equipment will be prohibited. Refueling and storage of fuels will be
maintained outside tie buffer areas. Any temporary fuel storage will be located within a
constructed berm area to prevent drainage contamination from any accidental spills. Fuel
storage will only be allowed in containers sized so as to have a total volume less than the
containment area.
Homebuilders will be required to execute agreements which prohibit the dumping or
disposal of any toxic or hazardous waste on the project site. This would include a
prohibition against any burial pits. Paint cans, cleansers, and other trash from home
construction will be contained and carried from the site for proper disposal.
The Homeowners Booklet will provide guidance to each homeowner (not just to owners of
lots with buffers) on watershed protection and disposal of potentially harmful household

8_0 SUMMARY
The development of the Overlook has been carefully planned to create a desirable
residential community that responds positively to sensitive environmental concerns. The
implementation of this Buffer and Stormwater Management Program as part of the project
is critical to insure preservation of the watershed and natural areas.
Crescent Resources, Inc., has committed to this implementation upon approval of the plan
and to enforcement of its provisions with on-site contractors and homebuilders through
contract provisions, and with homeowners through the covenants and restrictions for the
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development.

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APPENDICES

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APPENDIX A
PROJECT DEVELOPMENT SUMMARY
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APPENDIX A
PROJECT DEVELOPMENT SUMMARY
1. Owner
IV.
Project Design Team:
Crescent Resources, Inc.
Stephen Schreiner
Res Iidential Development Manager
Susan Foster, Project Manager
Land Planning David Powell & Associates, Inc.
Civil and Environmental Design LandDesign Engineering Services, Inc.
Wetlands Delineation and Permitting Leonard S. Rindner, ASLA
Survey Carolina Surveyors, Inc.
Site Data
Location 4 Mount Holly Huntersville Road and
4 Mountain Island Lake
Project Acreage 353 Ac.
Zoning R-5, MI-C-1
Existing Condition Undeveloped
Waterfront (Approx.)
Development Data
Total Proposed Lots 419
Cross Density 1.19 D.U.A.
Total Common Open Space 18.1 Ac.
Rec. Area No. 1 (Approx.) 6.4 Ac.
Rec. Area No. 2 (Approx.) 5.4 Ac.
Total Public Road R/W (Approx.) 36.8 Ac.
Air Traffic Navigation Parcel (Approx.) 0.4 Ac.
Public Utility Easement Area (Approx.) 8.8 Ac.

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APPENDIX B
LAND USE SUMMARY - PHASE I

APPENDIX B
LAND USE SUMMARY - PHASE I
Total Project Area
Total Proposed Lots
Deed Reference
Tax Parcel
Minimum Lot Size
Community Recreation Area
Common Water Access Paths
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Other Common Area
Total Common Area (Excluding Power RNVs)
147.16 Ac.
164
6116 - 968
23-111-04 and
23-131-03
21,780 S. F.
6.05 Ac.
0.31 Ac.
6.56 Ac.
12.92 Ac.

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APPENDIX C
WATERSHED BUFFER PLANS AND RESTRICTIONS -
INFORMATION FOR BUILDERS AND HOMEOWNERS

WATERSHED BUFFER PLAN AND RESTRICTIONS
THE OVERLOOK
PHASE I
DEVELOPED BY
CRESCENT RESOURCES, INC.

INFORMATION FOR BUILDERS & HOMEOWNERS
Prepared by:
Lana pes qH
ENGINEERING SERVICES INC.
1700 EAST BOULEVARD CHARLOTTE. NC 28203
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CONTENTS
Introduction
The Watershed
Buffer and Stormwater Management Plan
Builder Regulations
Homeowner Responsibilities
Summary
Figures
1. Vicinity,: Map
2. Buffer And Storm Water Management Plan

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INTRODUCTION
Welcome to your new home in the Mountain Island Lake area of Mecklenburg County. The
Overlook is located in the "critical area" (area within Y2 mile of the shoreline) of the
Mountain Island Lake Watershed, and certain rules and regulations apply to development
in this area to preserve the natural beauty and water quality which make this a unique
place to live.

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Crescent Resources, as the development company for The Overlook, has made a strong
commitment to watershed protection and environmentally sensitive development. A Master
Plan for the protection of Buffer Areas and Stormwater Management has been developed
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by Crescent Resources and approved by the Mecklenburg County Department of
Environmental Protection (M.C.D.E.P.). Construction and other activities in The Overlook
are subject to this approved plan, subdivision and zoning regulations, and the covenants
and restrictions for the community.
This booklet has been prepared to provide builders and homeowners an overview of the
watershed protection rules, which must be followed, and to encourage good stewardship
of the natural resources in the watershed. You are encouraged to obtain copies of specific
documents, including the Buffer Guidelines prepared by M.C.D.E.P., before proceeding
with any additions to an existing home.
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THE WATERSHED
The Mountain Island Lake Watershed contains approximately 40,000 acres of area, which
acres, was formed by Duke Power Company with the construction of the Mountain Island
drains naturally to Mountain Island Lake. The Lake encompassing approximately 3,520
Dam over the Catawba River. A map of the Watershed is shown as Figure 1.
Aside from the natural beauty and recreational benefits of the Lake, it provides the primary
source of drinking water to several major communities including Charlotte-Mecklenburg.
The Charlotte Mecklenburg Utility Department operates a water intake facility at the end
of Pump Station Road, immediately upstream of The Overlook.
In 1993, the Mecklenburg County Board of Commissioners approved a Watershed
Protection Plan, and amendments to the subdivision and zoning ordinances to establish
rules and regulations for development in the Watershed. Adherence to these ordinances
and the positive actions by builders and homeowners will help preserve the high quality of
water in the lake so essential to the quality of life in this area.

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BUFFER AND STORMWATER MANAGEMENT PLAN
A. Buffers
A "Buffer" is an undeveloped area between streams and creeks, or lakes and development.
Buffers serve to reduce the rate and volume of run-off, thus effectively reducing erosion
and possible pollutants coming from areas of more intensive land use, such as commercial
and residential development.
The Mountain Island Lake Watershed Protection Plan and subsequent subdivision and
zoning ordinances provide for two (2) types of buffers in the critical area:
1. Lake Buffer - a 100 foot minimum distance from the high water elevation
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(648') around the entire shoreline; and
2. Perennial Streams - The 100 year flood plain or a 100 foot minimum distance

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from the bank of all perennial actively flowing major streams as shown on U.
S. Geological Survey Quadrangle Maps (whichever is greater). Where
streams are intermittent (predominantly dry), a voluntary 50' buffer has also
been established in The Overlook to protect these smaller streams.
Thus, if your lot in The Overlook is lake front or backs up to one of the streams or creeks
running through the site, there is a "buffer" established on it. Figure 2 provides a
highlighted plan of the buffer locations. The intent of the buffer is to implement land use
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restrictions that preserve the buffer in a "natural" state.
The buffer is depicted on the record plat of the development and for affected lots, is also
'
' shown on the closing survey. It is not monumented, and you will likely need to field
' measure to determine the exact location of a buffer boundary.
' In order to complete the Overlook some work has occurred in the buffer areas such as
utility construction or drainage improvements. The Master Buffer Plan has identified these
areas and set forth the techniques for the construction and restoration. Where pathways
' for water access have been built, the construction methods have been approved prior to
' construction. Any disturbances inside buffer areas have been stabilized; any further
' disturbance by individual homeowners must be first approved by M.C.D.E.P. The Master
Buffer Plan is a supplement to, not a substitute for, the zoning regulations, and the
homeowner is cautioned that any construction near, or in, the buffer area should be
reviewed with the Mecklenburg County Department of Environmental Protection before
initiating the work.
B. Stormwater Management
Although all lots in the Overlook are minimum one half acre in size, which is relatively low
density development, the construction of new streets and homes increases the rate of
' run-off from rainfall. Crescent, through its planning and engineering consultants, has
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developed and received approval for a two stage plan of stormwater management for the
Overlook, i.e., 1) during construction, and 2) after construction.
Rainfall upon the site results in stormwater run-off. During construction this run-off creates
the potential for erosion and sedimentation. This potential impact on the streams and
continues until the last home is completed. Erosion control devices have been installed
Mountain Island Lake exists during the development of the streets and utility systems, and
as part of the development, and will remain until contributory areas are permanently
stabilized, in some cases until all homes in a particular area are complete. A plan for
erosion control measures by Builders has also been developed, which requires Builders
to install and maintain erosion control devices during home construction.
As construction is completed the stormwater management plan changes. Stormwater
passes from the street curb inlet system to the underground storm drainage network. At
the outlets of this underground drainage system, the concentrated flow leaving the
drainage pipe is slowed down through energy dissipation, and dispersed using "plunge
pools" to create a gentle sheet flow above the buffer areas. These permanent stone lined
basins are dry until rainfall occurs, at which time, they fill and overflow uniformly to reduce
the potential erosion impact to the buffers. These basins are located in easements within
lots, and must be protected.
In addition to dispersing the concentrated storm water above the buffer, certain areas have
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been created as "bio-filters". These planted areas have been established to provide further
filtering protection of the Lake from stormwater run-off, and must be protected as they
become part of the natural environment.

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BUILDER REGULATIONS
Builders in The Overlook carry a significant responsibility for protection of buffer areas and
erosion control. In some instances, the responsibility for erosion control devices installed
by Crescent will be assumed by the Builder as. part of the erosion control for home
construction. In addition, erosion control measures on each lot will be required, and plans
have been created for these measures.
The Builders are encouraged to maintain strict control over subcontractors to minimize soil
and mud build-up in streets, which flows to the underground drainage systems, and
ultimately, flows to streams. Builders are cautioned to educate employees and
subcontractors as tar the location of buffers and their protection. Violation of the buffer
protection requirements is a zoning violation, and could result in fines and possible
revocation of the building permit.
Planning the home construction with erosion control and buffer protection specifically in
mind will be crucial to the success of each Builder in this project. Where the Builder
desires to modify the vegetation in the buffer, construct pathways or shoreline stabilization,
a buffer plan must be submitted to the Mecklenburg County Department of Environmental
Protection for approval prior to construction. In addition to protecting the buffer areas and
controlling erosion, the Builders are encouraged to develop lot plans which preserve
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natural wooded areas wherever possible, and to minimize lot grading and disturbance.
Alignment of utilities and access should be planned to minimize the cutting of mature trees.
The total impervious cover (buildings, driveways, walks, etc.) must not exceed 24% of the
total lot area, and will be checked as part of the building permit process.
Finally, the Builders are encouraged to be guardians against:
- Excessive trash build-up and/or disposal on the project either in lots or common
areas;
Changing of oil, maintenance of equipment, or disposal of chemicals or paint
resulting in spills on the lots or into the storm drainage system;
- Use of excessive amounts of fertilizer or herbicides on seeded areas;
Destruction or, modification of any part of the permanent storm drainage system;
Unpermitted burial of stumps or other debris;
Unpermitted shoreline modification; or
Unauthorized disturbance of any buffer areas.
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HOMEOWNER RESPONSIBILITIES
The Overlook, as a unique, wooded, lake front community, gains its much intrinsic value
from the buffer areas, which are to be preserved while these same areas require very
specific regulations and responsibilities being placed on the homeowner.
That does not mean that these areas cannot be entered or modified, but activities are
limited and subject to review and approval. The following paragraphs provide a brief
summary of current regulations.
Permissible Activities
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Recreation
The natural habitat preserved in the buffer is an amenity for the homeowner, and
can be used for walks, nature study, and limited children's play. These areas
should be shown considerate respect by limiting children's impact to not allowing
play areas to cause erosion or structures such as play houses to create impervious
cover. Repeated, intense use could lead to denuded areas and subsequent erosion
problems.
Pathways
Paths may be created through the buffers to allow access to the lake. The route
should be carefully chosen to minimize loss of trees, and must be constructed of
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"pervious" materials. Pedestrian paths are limited to 6' in width. Elevated "board
walks" may also be used. Paths must be so constructed to effectively control run-off
and prevent erosion.
Landscaping/Pruning
Where natural vegetation is so thick as to prevent views of the lake, thinning and
than the lower 50 percent of the tree's total height. Topping is prohibited, and no
pruning are allowed. Pruning is limited to the removal of only lateral limbs no higher
trees greater than 2 inch caliber may be removed, except for dead or diseased
trees. Removal of undergrowth, such as vines, briars, and privet are allowed;
however, care must be taken to minimize disturbance of natural ground cover, and
all such work should be accomplished by hand and not with heavy mechanical
equipment, which would destroy the existing forest ground cover.
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Prohibitions

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Grass
Turf grass as a permanent landscape feature is not permitted within the buffer. The
homeowner is also encouraged to leave as much of his yard as possible outside the
buffer in a natural condition, or to create planted/mulched areas in lieu of turf grass.
Structures
Impervious structures such as concrete paths, driveways, boathouses, and storage
buildings are not permitted within the buffer.
2

Septic Tanks
Septic tanks and drainfields are not permitted within the buffer. All lots within the
Overlook will be provided sanitary sewer service by the Charlotte-Mecklenburg
Utility Department.
Disposal
Disposal of spent oil, chemicals (household cleansers, paint thinner, etc.), or other
solids or liquids with the potential for damage into the storm drainage system or on
the ground near the buffer is prohibited.
Shoreline Stabilization
Shoreline stabilization is permitted one after receipt of approval of a site specific
plan submitted to the Mecklenburg County Department of Environmental Protection.
Construction of boat docks must be permitted by Duke Power Company, and any
Nr
part of the dock or access over land must be reviewed by the Mecklenburg County
Department of Environmental Protection.
In addition to these specific regulations, the homeowner is encouraged to avoid the
excessive use of fertilizers, pesticides, or herbicides, and to avoid land disturbing
activities immediately adjacent to the buffer.
3

SUMMARY
The development of The Overlook has been carefully planned to create one of the most
desirable communities in Mecklenburg County. The implementation of a buffer protection
and stormwater management plan, as part of the project, is critical to insure preservation
of the watershed and natural areas, and will be successful only with the cooperation of
homebuilders and homeowners. You are encouraged to study and understand the
watershed protection rules, and to foster a spirit in The Overlook Community conducive to
preservation of the buffers and natural areas.
?r
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THE OVERLOOK
@ MOUNTAIN ISLAND LAKE , f x100.
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VICINITY MAP NONE
NOV. 1994
CAD
THE OVERLOOK
MAK
CRESCENT CHARLOTTE, N.C

Lana Des?gVl
ENGINEERING SERVICES INC. Z
1700 EAST 80vLEVARO CHARL077E, NC 28203 N
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APPENDIX D
WETLAND DELINEATION REPORT

W4atl and E> e 1 i neati on Report
O'VEFt LOOK
Mountairti Island Lake
Mecklenburg County, North Carolina
Prepared For
CRESCENT RESOURCES, INC.
400 South Tryon Street
Charlotte, NC 28230
Prepared By
Leonard S. Rindner
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
*Subject to verification by the USACOE
-7/7 7 /94

COrit tBrlt=
1.0 PROJECT-AREA-LOCATION
2.0 JURISDICTIONAL-WATERS-OF-THE UNITED STATES
3.0 METHODOLOGY
4.0 VEGETATION
5.0 SOILS
6.0 HYDROLOGY
7.0 APPROXIMATE MAP & REPRESENTATIVE PHOTOGRAPHS
-----------------------------------------------------
-----------------------------------------------------
8.0 PERMITTING}AND REGULATORY CONSIDERATIONS
9_0------TYPICAL-PLOT-DOCUMENTATION
0
' 1.0 PROJECT AREA LOCATION
' "Overlook" is a ±353 Acre Planned Residential Community at Mountain Island Lake.
Primarily a peninsula, it is located northwest of Charlotte and southwest of
Huntersville. This area like so many others in the Charlotte-Mecklenburg area
' is experiencing rapid growth especially in conjunction with the proposed Char-
lotte Outer Belt. In the future, the northern section of the Charlotte Outer
' Belt will pass just south of the project site as shown on the Location Map.
Currently the project area can be accessed from''NC Hwy 16 or Interstate 77 by
' Mount Holly-Huntersville Road. To the east of the tract at the lake is the Char-
lotte-Mecklenburg Utility Department's Water Intake Facility. Further east-
northeast is Latta Plantation, a popular recreational facility.

2.0 JURISDICTIONAL WATERS of the UNITED STATES
The ecological functions and values of the Jurisdictional Waters of the U.S.
are protected by Federal and State regulations. They are considered sensitive
habitats for fish and wildlife and also provide flood protection and pollution
' control. Section 404 of the Clean Water Act requires regulation of discharges
and authorizes the U.S. Army Corps of Engineers (USACOE) to regulate the dis-
posal of dredged or fill material into "Waters of the U.S", which includes
' wetlands. The United States Environmental Protection Agency is the principal
agency and also reviews wetland issues under the authority of Section 404.
The North Carolina Department of Environment, Health, and Natural Resources,
' Division of Environmental Management, Water Quality Section also reviews per-
mitting effects based on Section 401 of the Clean Water Act.
' Wetlands have been described as :
' " Those areas that are inundated or saturated by groundwater at a frequency and
duration sufficient to support, and that under normal circumstances do support,
a prevalence of vegetation typically adopted to life in saturated soil conditions.
Wetlands generally include swamps, marshes, bogs and similar areas".
' (33CFR 328.3(b), 1986)

I

SHEPHE DS
16 FORD
Catawba Coy: 21 601 150 Rowan Co
CHAR TT E >-t 5° 150
TE 152 1s2 CHINA GROVE
M . IDEN 150
AREA -i_ redell 115 MOORESVILLE
?', 152
L p 62091
- - - 15 3- 136
OURNE
321
SCALE IN ES 21 K? ; ENOCHVILLE '
1
150
16 o rma DAV SON,.,
'C?"• e.N ?
BO CITY . KA NAPOLIS
GOODSONVILLE TRIANGLE CORNELIUS 136
COLN 73 \ \
IRON STATIO Lincoln Co - 73 115
; .. . , 73 ? 73 CONCORD
27 lr
LOWESVILLE
73
HUNTERSVILLE
?- ALEXIS
HIG HOALS Mountain 29 as
LUCIA e klenburg"Co
21
`°Ea \
279 321 Gaston Co STANLEY e IaROr?eO 601
ma-
27 273 49 Cabarrus Co 200
DALLAS MT. L HARRISBURG
275 : ANLO 16 `PG
LOWELL i 1
29 ( 49 24
74
32, ,
521 27 29 -HARLO
CRAMERTON
BEL OAT
G ST NIA a? I f ,sa J 24 ALLEN MIDLAND
274 a ?uGlorre 49 ! 24 \ 51 /
321 279 I I ' NAt10RSl 74
^' ^ CROWDERS - r is l M1NT.HILL 601
216
21 PJ? FAIRVIEW
BOWLING GREEN'' awba 521
55 CLOVER 557 RIVE LL ?. tso ``j `? i M TTHEWS
PINEVILLE IpROpo Union Co UNIONVILLE
49
York Co 55 51 LLINGSI*',,o
i ( = 16 /INDIA Ph AIL 74
161 FILBERT 49 274 21 ON
321 ?• N 200
FORT MILL. WEDDINGTON BAKERS 1
5 YORK TIRZAH NEWPORT 160 'MARVIN 16 84
21 ,...
N O \
161 \ \ _ 74
49 321 324 5 521 75 ,
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OVERLOOK - COMMUNITY MASTER PLAN MOUNTAIN ISLAND LAIz
MaddenbrugCounty, NorthCuolina WA,a11eo1.A.e+'r
lllrNrlgAYfNlA,IaN
r'4EPARED PDR: CRESCENT RESOURCES, INC. rAnAllm sr: DAVID POWELL & ASSOCIATES. INC. AaYOOrtl: ut+T an: IYra+le ?,
+MTi,3-T.i.:Tli.i Yne Mw,.• w I...a...w Aml•I.Atl rv.tl
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t-t M m
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1
' Conceptual Master Plan

H

0

3.0 METHODOLOGY
Preliminary identification and delineation of the Jurisdictional Waters on the
site were determined according to the Corps of Engineers Wetland Delineation
Manual, Technical Report Y-87-1 with Appendices. Data gathering included review
and interpretation of the topographic maps provided; the national wetlands In-
ventory Map; U.S.D.A. Soil Conservation Service Soil Survey; and a preliminary
site visit. The Routine On-Site Determination Method was utilized to determine
the upper boundary of the wetlands. In order to make a positive wetland deter-
mination evidences as described in the manual of Hydrophytic Vegetation, Hydric
Soil, and Wetland Hydrology must be identified.
Sample observation plots were located along transects perpendicular to the water
course to observe and record potential indicators. This information was then
recorded on the appropriate Data Form which indicates specific information about
the plot. The upper boundary was assumed to occur between the non-wetland and
wetland plots. The locations of these sample observation plots are approximately
located on Figure 9.0. Once the wetland/non-wetland determination has been made
at the sample observation plots the characteristics at that point were utilized
to determine the wetland boundary between transects, then adjusted through addi-
tional test plots and visual observation of indicators.
The wetland boundary was marked in the field, and was reviewed, field adjusted,
and verified by the USACOE on June 28, 1994. The wetland boundary is marked in
the field with blue and yellow flagging and numbered sequentially. This line
should now be surveyed by a separate contractor to determine the extents for
planning purposes and submittal to the USACOE for confirmation. In addition to
the wetland limits, the surveyor will need to indicate the Mountain Island Lake
boundary. The "bank to bank" headwater tributaries will not require field location
by survey for the purposes of the wetland delineation. However they will need to
be depicted on the map from accurate topography or aerial photograph. It will
also be necessary to provide an average width of these channels at reasonable
intervals.

' The presence of hydrophytic vegetation, hydric soils, and positive hydrological
indicators are required for a jurisdictional determination. The wetlands on the
' site were delineated by Leonard S. Rindner, Environmental Planning Consultant
and verified by the USACOE in June, 1994. These are depicted on the Approximate
Map in Section 7.0.
Waters of the U.S. in the vicinity of the site are generally limited to Moun-
tain Island Lake (defined by elevation 648.00, the high water line), adjacent
wetlands sporadically along the lake edge, wetlands at the cove areas, and "bank
' to bank" headwater tributaries.
Ll

r
0

1

PEMIFh' PFOIU+ PFO GT+t
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-17
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olcil
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/ PUBHh
PFOIA \ Ps IA ?? \?.• 'PUBHh \ ?, .. r.
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?? ' l `?,.j• ?? ' ' ` y `?` PUBHh y \ PUB
? ( (\ ,• ?, I? ; Pf,QIA ) (?. PUBHh r } PFIC ,
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A. r P to S - PF ?'.
PFOIA
p? ' PFOIA
PUBNh r-I .: - - `? ..: , , PFOIC
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^ - -?, o
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Natiorl I W4-- tlar?ds Irtiv*r?tory Map
Q PFOIA ~ ?'?

u

1?
F

4.0 VEGETATION
A large portion of the site is in a forested state mainly on the side slopes
of pronounced ridges, drainageways, and wetland areas in the coves. The forested
area is also adjacent to all the lake edges. The remaining portions of the site
are characterized by gently sloping ridge tops have been cleared for pasture or
are in old field succession. Vegetation in the power line rights of ways is
variable because of the many habitats encountered within these corridors. Main-
tenance practices control and limit establishment.of large woody species with
the vegetation most closely resembling old field habitat.
Mixed Forest
The Mixed Forest is characterized by a mixture of canopy species dominated by
pines and hardwoods. Small areas within these forest areas may have a predomi-
nance of pine or hardwoods. Pines include Shortleaf pine, Virginia Pine, and
red cedar. Hardwoods include sweet gum, red maple, beech, red oak, white oak,
and tulip poplar, hickory, and other common species. The subcanopy contains
saplings and seedlings of canopy species. Pines are not usually found in these
areas because of the low light conditions. Other subcanopy species include
black cherry, American Holly, Dogwood, elm, privet, and Silverberry. Woody vines
common in the understory include poison ivy, wild grape, greenbriar, honeysuckle,
and other herbaceous and woody species.
Oak Hardwood Forests
The oak hardwood forest is dominated by broadleaf deciduous species. Although
the content is similar dominance is dependent upon slope, location and exposure.
Canopy species include a variety of oak species such as white oak, red oak, and
black oak, and hickories and beech. Other tree species may include tulip poplar,
red maple, pine, and red cedar. There are also remnants of past tree harvesting
and previous successional stages. The understory is similar to mixed forest.
Bottomland Hardwood Forest
The bottomland hardwood forest areas develop in sediments along lowlands, drain-
ageways, and floodplain areas in Mecklenburg, County. The best developed of
these areas occur in the widest floodplain-like terrain particularly in the cove

' areas. Steep topography limits the width of these forests along the small tribu-
taries. Species which occur in these areas include green ash, black willow,
' sweet gum, red maple, river birch, hackberry, sycamore, and other typical species
that tolerate these wet conditions. The less mature areas will also include
' boxelder, elm, cottonwood, and saplings of canopy species. Common understory
shrubs include alder, dogwood, pawpaw, and privet. Woody vines include poison
ivy, honeysuckle, greenbriar and multiflora rose. The herbaceous layer is vari-
able based on exposure to light. Species include sedge and rush species, Arrow
Arum, Jewelweed, and others.
The slopes adjacent to the tributaries have forests with similar species and
' eventually only on the banks as the elevation rises. Species composition is re-
lated to topography, soil fertility, and moisture content. Species composition
' may also include Kentucky Coffetree; beech, tulip poplar, dogwood, and redbud.
Open Field
' This includes all upland areas dominated by herbaceous plants, such as pastures,
old fields, the power line right-of-ways, and roadsides. Large areas are domi-
nated pasture gras.4es. The power line right-of-way has been periodically mowed
and is dominated by grassesand per`nnial herbs including broomsedge, goldenrod,
' and bush-clover. Other areas have been undisturbed for longer and are in tran-
sition to dominant species such as blackberry, greenbrier, red cedar, and tree
' saplings. Wetter areas in this habitat include species that are tolerant of satu-
rated soil conditions such as willow, rush, and sedge species.
' Hydrophytic vegetation has been identified according to the National List Of
Plant Species that occur in Wetlands: Southeast (Region 2), U.S. Department of
' the Interior, Fish and Wildlife Service.

0

u

5.0 SOILS
' Mecklenburg County is entirely within the Southern Piedmont physiographic
region. This is characterized by broad, gently rolling interstream areas and
' by steeper slopes along drainageways.
' The soils on this tract were identified utilizing the USDA Soil Conservation
Survey for Mecklenburg County. The soils consist of:
' CeB2-Cecil sandy clay loam, 2 to 8 percent slopes, eroded
CeD2-Cecil sandy clay loam, 8 to 15 percent slopes, eroded
' PaE -Pacolet sandy loam, 15 to 25 percent slopes,
PaF -Pacolet sandy loam, 25 to 45 percent slopes
' Mo -Monacan soils (not mapped)
Cecil soils occurs on broad smooth ridges and side slopes on the upland. They
are well drained with moderate permeability and medium available water capacity.
These soils have a high potential for most urban uses.
. _;0
Pacolet soils occur on steep upland side slopes adjacent to drainage ways. They
are well drained with moderate permeability, and low available water capacity,
' and subject to rapid runoff and erosion.
' Monacan soils occur as long narrow bands parallel to streams and drainageways.
These are somewhat poorly drained, nearly level soils on floodplains along
' streams. Permeability is moderate and available water capacity is high.
' None of these soils are listed as Hydric according to the National List of Hy-
dric Soils, 1991, however inclusions occur within Monacan soils in Jurisdictional
' Wetland areas. Hydric Soils are defined as soils that are saturated, flooded, or
ponded long enough during the growing season to develop anaerobic conditions in
the upper part. Other hydric soils on the site indicated by low chroma soils may
' be created by hydrological conditions such as flooding and a high or perched
water table.

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6.0 HYDROLOGY
' Mountain Island Lake is the dominant hydrological feature on the site. The
impoundment with a High Water Level of 648.00 M.S.L. creates shallow flooded
' areas and a high water table especially at cove areas and at the deltas of the
smaller drainages.
' The other hydrological features are mainly deeply incised headwater tributaries
of Mountain Island Lake (Catawba River). The width.o,f these mostly bank to bank
' channels varies, however averages approximately 6'-8'. In most cases the channels
are eroded to bedrock.
' According to the chapter on climate in the Soil Survey precipitation is evenly
' distributed throughout the year and is about 44 inches. The average date of the
first freezing temp=rature in the fall (28°F) is November 4. The average date
of the last freezing temperature (28°F) is March 31. The approximate length.of
' the growing season is 243 Days.
Headwaters
A critical hydrological aspect that effects project development and permitting
' is a "headwaters determination". The approximate map indicates these locations
as approved by the USACOE as part of the wetland delineation verification. This
' determination is necessary for the potential eligibility to utilize Nationwide
Permit #26 which may allow the impact of up to 10 Acres of Headwaters.
' Mountain Island Lake and adjacent wetland areas are not headwaters, however the
small tributaries do meet the headwater definition and may be eligible for impact
' by Nationwide Permit #26.
' Headwaters are those waters, including adjacent wetlands, upstream of the point
on the river or stream (ie. a surface tributary) at which the average annual flow
' is less than 5 cubic feet per second (5 cfs).
' Water Classification - WS - IV CA
Waters protected as water supplies which are generally in moderately to highly
developed watersheds - subject to Critical Area Nonpoint Source and Pollution
' Control Criteria.

MOUNTAIN _ISLAND LAKE
exiand
low" h?
12
' ?••• f INTERMITTENT TRIBUTARIES
..; r••• APPROXIMATE WETLAND AREAS
`V
7_0 Approximates Map

0

COVE AREA NEAR TYPICAL PLOT 4

I

C

TYPICAL "MUD FLAT" TRANSITION AREAS
& ALDER THICKET

AREAS SUBJECT TO PERIODIC FLOODING

a

"OBLIGATE" VEGETATION IN SATURATED SOIL
CONDITION (IE. LIZARD-TAIL, ARROW ARUM)

BOTTOMLAND HARDWOOD FOREST AREAS

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0

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7i

8.0 PERMITTING AND REGULATORY CONSIDERATIONS
It is important to anticipate sensitive regulatory and environmental issues ear-
ly in the design process to avoid and/or minimize wetland impacts to the maximum
extent possible. Based on a review of the current Master Plan in conjunction with
wetland findings complicated permitting procedures are not anticipated if all the
permit conditions are met. However, minor modifications may need to be made to
the site plan based on the actual surveyed extents of the verified Jurisdictional
Wetlands.
The following types of permit will or may be necessary to develop the project:
- Nationwide Permits
- General Permits
- Individual Permits
Nationwide Permits
Nationwide Permits (NWP) are basically general permits issued on a nationwide
basis to authorize specific and minor activities within certain limited thresh-
holds and conditions in Waters of the U.S.. In North Carolina, a joint applica-
tion to the North Carolina Division of Environmental Management (NCDEM) for a
r
401 Water Quality Certification and to the U.S. Army Corps of Engineers (USACOE),
is required for most activities before the USACOE will issue a permit. Notifi-
cation is not required to these agencies under very limited circumstances and
very minor impacts.
Nationwide Permits which may be applicable and require notification if over
certain thresholds include but not limited to:
NWP #12 - Utility Line Backfill and Bedding
NWP #13 - Bank Stabilization
NWP #14 - Road Crossing
NWP #18 - Minor Discharges
NWP #19 - Minor Dredging
NWP #26 - Headwaters and Isolated Waters Discharges-1/3 to 10 Acres
NWP #33 - Temporary Construction Access
"This NWP is not available for wetlands determined to be adjacent to Mt.
Island Lake regardless of the acreage.

' These agencies will then review the application to determine compliance with
the Nationwide Permit conditions. Depending on the permit type other regula-
tory agencies may review the application to verify compliance such as the
' United States Fish and Wildlife Service (USFWS), and the State Historic Pre-
servation Office (SHPO). Based on these reviews modifications to the plans
' may be necessary and/or special conditions may be stipulated such as mitigation
and stormwater quality management.
' General Permits
A Department of the Army General Permit is also'available for maintenance, re-
pair, and construction activities within conditions on lakes and reservoirs in
North Carolina, owned, operated, and/or regulated by public utility companies.
The permit includes:
- Construction of boathouses, boat docks, shelters and ramps
- Excavation of Boat Basins and canals/channels for recreational boating
- Bulkheads and shoreline stabilization and erosion control
' - Installation of utility lines, construction of water intake facilities,
waste water discharge structures where other State and Federal agencies
' requirements are met.
The use of this permit will require notifying the USACOE and NCDEM to verify
' compliance with permit conditions (See Appendices). It is my understanding that
the USACOE will be reluctant to issue any Nationwide or General Permits that
requires impacts to wetland areas associated with Mountain Island Lake since they
' have significant value to water quality near a public water supply.
Individual Permits
If the proposed activity does not comply with the terms and conditions of these
' Nationwide or General Permits the Individual Permitting Process will be required.
This involves public notice and alternative analysis to show that there is no
' practicable alternative (avoidance) , before minimization and mitigation measures
are considered. The Individual Permit Process can be a complicated permitting
process. With perhaps minor modifications, if necessary, no development activities
' requiring an Individual Permit are apparent on the current Master Plan.

1

' Examples of circumstances that would require an Individual Permit may include:
- impacts to wetlands below headwaters
' - impacts to surface waters below headwaters
- activities which exceed Nationwide or General Permit conditions
- Discretionary Authority of the USACOE
- potential impacts to endangered species or cultural resources
- impacts to water supply
' For all potential permits, research of existing documentation in regard to en-
dangered species, and historical/archaeological resources is recommended. If
it is determined that there is a potential that these resources may occur on the
site, specific surveys may be required to meet permit conditions.
' Minimization of impacts to wetlands, as well as mitigation if required should
include measures to protect water quality such as treatment of runoff, manage-
ment of construction and staging areas, detention/retention basins, avoidance
of direct discharge into receiving waters, strict adherence to an approved Sedi-
mentation and Erosion Control Plan, and other Best Mangement Practices.

11

Conceptual Site Plan may require modification
,aA,•urxr.a,•,sl•'c,lt ?nmoawo.r ?
,' - to avoid wetland impacts
" n:":';1,,{R'''`!?, ; ;^' ,~'; ,, u, -•?;: 2` ' Typical
•-?I /r ? ??Stl.r
rpau.lrooonua•r \d ii. \t aa? / `ptsc: __''? l j /. 4ay ``` _3s•.,
wltxw• rtaat` `• r :i?'r' ',, ?t s.r sin ' 1 ,f y.F i.e.s 'S"'h\;'\'??? '•. *\'. ?M1.. ?? ?, ii?l?;; , j 1f
Z J,\
:._.! Q kP / .\`+?M1\..nu_as.?a+M4Tr?; ,11
cou+wrrooua+ol\r \'{? •.?} ?, ? uE. -J'a, "c d.at, -- ? ? ,• _r_yi _. ?,?``II `?\" •?
yr r.ourr ? •?'-R,• __ ^'' /,=q.`?I/ /a'e ++. eVu v. ?,`{ieJm ,? ._. ,, ?- - °1\? ,\`,','
('?_ .\. S\ of ?'^`??, ? s ? ? A \ \ • ' il' • -' 'r ..\\,\\`?,.`??,` \
411++ •. :????;\ ?xS' '? //?//^.A"\\?,. \
'^+'^°[ ? 44:0'.`. m . • . . `• R. ` \ 1 ,' . , , ? ?`c`\'`?C\`
f/rl,lr ?1'/li•TIOM .N vv./ __-? ) l`?'/?{,?0,?(???-.f•,y?.?D ^,{\\I \y1, ?`?`'` ' // !: \`?\`??,\"?,` \ \`n ,
?2` •6-. -,.r`L? _ `'-IL.l7:.Ll1ti
Ap xicJ•a.. II! 1.\1\ •.; ; \?\ 1 , : ._\:`??,\? ``?```?. `\`•`
_ ? ?:?° `` `;!• ___'_ i' 22:8.',' A,Sa(Lt??"'-
traoouo•* r` `li_ ?_ ;. i....,'?3'L'a?s\ 4??...-... AO; ?``I U,,,I/,OU,T,'P111?CEL`. ?:: ??`:.'',?"
III 1,j1'; 1 f ` 1
NWP-13 Typical
NO Ulk
.ar•,Ip.•rnw ', ., iao,,`\? ? . -?' ? ?z r gg??A?C/:'?"', ?\ Y,IA1 II `"r ??-? 'x'::11'', ``\``1`? „ _
? .4
rxssar , 1?\ i no. •
General Permit - 19820030 c
,o• wnr•MO nr,nrt•aus r•n. 1 1113Gy?- _ ` \ •" •'?J?,? `?`\4'?\ _ ',`\;
Typical
y? GIS TABULATIONS 'z• , \. - `-?' ~^?'__ =u,.N
taut) ? _ = •
wa•ora ,.yK i?tia? >v c O ?. _ ~.'?.?!y',..'.6 1 1 ?.' I??.r+ -
r rl K - N/?; ;'sue -I-IT?'''T•' .w iR
.. ,KK t.'?io:.r ,xao+•KC motor ??"-"'/,v ,( S rACK? •gry
,YaK Iw.+ ?.i•KC oa.,r.rr ':;'? ?%. ? .' tii tr: a . 3:
rblrM•? j1K l?a„rY? K KYrv, •••K / /iM1 ; '^ 6 ??
itY C?.iw• ;a•K Oen YS ;I.rK yprwtM Krl ' ',l ,' r ???"""??y?//, , ? Sq\--, L?'f '}'Q ????- ?p•i' `- VFW «lr O
M4.Ol • >t raLY r D COOVAON 1 `. ,)\' !FB I'. ]?/ ' ??', `.
1?•I„ Nr1K V•. ,ilrK }Irr ? \ ` ,,????;??? ' l ? .???'?;??±'7-=s•= ? / /
TwCrn?w, <iK d-'r N,K r s M\ V _?- Mr /
la•AY H 8 WC! W Tl11
;.. ?. ., •caaartr.i ''°'.'t! "' - sr'.?, NWP-14 or 26 /
1w0?1Y? •11K R,r,YM•I? ? K ? 1 \ ?=5."?btS. `_ - '?
Typical
JPZ DATA ? 41.
ft ppp•Wr ' _ \ 1
"TL oa 1.18 mrrrn'
LMpYP)• ` /? - _?? :: a?>-' , `: ! \ 0. ,
tarLL Ci1alON op" t1•C[ r lat k
I1ap.rlran•ffA .u •r. n rU-.n:-+}T3a?T' f?'?'%'-,'" :.;m __?3??i \ \'? ,
TtrrLL IVl1lC 110.0 IUYI till K 11•/ / -?• _._
W TI•rrlriMAY,ul10M r•l06 fa K ? _' D - / .(. s ` `
nlluc uratr+ uaallnrt •au .u .?. , i Il l 1 AG)
.•e rini,'r: Iiaiu uw :liu : u is '` v, ` _
w•uaa logo am Ulu sal • •l nawu.w..ow•ra.aolr I ?'.\` °,4'2,Loti, :, , ' ,:'-_ _< "\I I\ . ' ? ?? 1
Ttn'LL rJ11111 rfa TUm IM lal ?? •!' __f101wa•Aw?'•a,' I ?,•??•' ,
NWP #12 - Utilities
OBI61LL WIGS \ ` ' "1l
telov- nsr?,.?,•la•„sa,lA6b nl•oa \ '•'' ?? ''' ` / \
1Nwlwrr nsglmwm•ar.wf•Oa / GM `.,y_. _. ?! •
a/l..wv.lmrwrw,ave>o......n•, Typical 'pa • ,? +• \` '• --- '
ar.?lal.w?s•.r.wllra,..ta,w?..sl..+ \ . 3?ra? ?
w?.•nrvr,en.nawa ? / P? ` •- . ? , 1 .tall ? `
Note: Other NWP's may be applicable based on a more detailed review o? _
OVERLOOK - COMMUNITY MASTER PLAN MOUNTAIN ISLAND LAKE
Maddenbarg County. North Carolina 11•almw•.n - - e
PwAitm Fon:CRESCENT WOURCES.INC. rw•ualT DAVID POWELL&ASSOCIATES.INC. nav?:`n? an: ura,+m °?N°a ?
sc•1¢ ,• . iov
Final Permitting requirements will depend on
au ,m . >m
inr NOR'T'H
actual extents of wetland areas
*subject to Verification by USACOE
Ca" ceptual Permitting Plan
MOUNTAIN ISLAND LAKE

C

k

i

i

1
u
11

9_0 Typical Plot E> OCIJm40 r)1: at1C3"

' Applicant
Name: G?escti-" t?5avr?s

DATA FORM 1 qL °
WETLAND DETERMINATION
Application Project
Number' Name:
State: 1-?[, County t'(cc.k? Legal Description: Township: Range:
Date: Plot NO. ?- Section:
Vegetation [list the three dominant species in each vegetation laver (S if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees Herbs
I . (y? c1S ?p , ?dcv./ 7.
CGc?8A c.v?
2. L.ia. ?Gc r?ivc? 6L + 8. Jvn cv5 2?ivrv? =?CrW t
3.-rvl?. igrc lac tiv 9. rv, pa?-r'io?,5 ccc?-.?+^SI Sa?v-?
' Saplings/Shrubs Woody Vines
4 'r6z. }C i ?It),, avnryY { yon E CG.. rG'L/ 10 .?'?W`. t { ?? .)C i-J.'r?al_ c # G?igG?
5. Lta \4 ::.(c=.??•
' 6. Ae-C,.- r;J'orvw-% 12.
% of species that are OBL, FACW, and/or FAC:? ?. Other indicators'U,-Iry 5r?ed ?ocu Yov-k,
' Hydrophytic vegetation: Yes i,/ No Basis
Soil
' Series and phase: E`'`ton oca-Y- On hydric soils list? Yes ; No
Mottled : Yes X ; No Mottle color: 5`!z- ` A- Matrix color: 10 `(P - 4T7-.
' Gleyed: Yes No ?Other indicators: Lov-,? chrow,r-
Hydric soils: Yes ? No Basis: ?? i t1 [o. I r -of i Ga 4yy=,
' Hydrology
Inundated: Yes No ` Depth of standing water:
' Saturated soils: Yes-L-11.1"
es L; No . Depth to saturated soil: o-4- Sy
Other indicators: • r ?r L?-mss '2>?OS i '? , br 4- Lr,? , ?,? 1Lvcr c?,Y, A,-A
' Wetland Hydrology: Yes ?; No Basis: Dn 41 ?
Atypical situation: Yes ; Nom.
' Normal Circumstances? V/
Wetland Determination: Wetland Nonwetland
' Comments:
p? 1M??C??-G{ G(??Geo2 w Gav e. !
??Of ccr-ne.r' G,r--,.
Determined by: '
,?.------
B2

Project
Name:
State: ?4G County t .k_. Legal Description:
' Date: ?D12011?,1+ Plot No.: Z
Township: Range:
Section:
' Vegetation [list the three dominant species in each vegetation laver (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
1

l
DATA FORM 1 `-}-r1e,•- ;-?oi-?brY clCa?
WETLAND DETERMINATION
Applicant ' Application
Name: GYZ ?Cef? -11 1V)e--:-o rLpf? Number
logical adaptations with an asterisk.
Indicator
Species Status Species
Trees 1 _ Herbs
1 . /xGWcJp?cJY+^? t'?r? 7. ?: UnGU 5 25??

Saplings/Shrubs

5 . ?rnJg G?-}^P1.'JYY`, v rr1 r'-QG?N ?"'
6 .t
V
Indicator
Status
I IV, -F
8.
Woodv Vines
10.
11.
12.
% of species that are OBL, FACW,/and/or
Hydrophytic vegetation: Yes ? No
IV
FAC : l O 41. Other indicators: (0 ,?? 1?oa?5
Basis: ?-z?-5o 9". •- M rs?c? , fr?,.y1 0 i,..

' soil
1``..?RPpeGQ, Cif + tC.?'Y.?G( ??(? S t a?
Series and phase: F'1OnoCcrr.? Ire- On hydric soils list? Y
N
?
es
o
Mottled : Yes /; No Mottle color:%{??Matrix color: 10 '-(R- `-f/I -
' Gleyed : Yes,/ No Other indicators: 0
Hydric soils: Yes ? No Basis:
•J
Hydrology ?? (?.?

' Inundated: Yes -; No Depth
? of standing water: 4C Z
Saturated soils: Yes
; No . Depth to saturated soil: -f-o
Other indicators: ?2 I214-9A '? Of ( (Jr,1414
' Wetland Hydrology: Yes L/ ; No : Basis:
--??,s?e(?Q
Atypical situation: Yes ; No
' Normal Circumstances?

Wetland Determination: Wetland /
Nonwetland
"?
Comments : A?i{, (5 a4 r ,iU r df: u-, Cat' 4 6Lj4 K,--(
ba ckL x(sk a-F r-?P . I s 14,..c.. LzA4., C-ed. Lk,,rn'i a I oy\l
a vt U m -?Y? (,UGL -t"'?\
I Cre,-? r`0 1 I']"-?-v l ! C•d S .
D
etermined
B2

F
DATA FORM 1
WETLAND DETERMINATION

' Applicant Application Project
Name: Number: Name:
State: N(i County f"144,?4- Legal Description: Township: Range:
Date: / 7 /9-? Plot No. Section:
' Vegetation [list the three dominant species in each vegetation laver (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.

F?
U

Indicator Indicator
Species Status Species Status
Trees
1. Acer rJ6r,'
i
2.
3. Lj ?% - oI !? ?cr? faL
Saplings/Shrubs
4• Ulm v G2ry_?z, "! ca r. n_ r v?
5 .rte , DP.Y? r'
Herbs F7,Qr,,- Cap,, ,lam .,-- t
7• I. ar V f
8. Cam- P ..
9. ?. u r ocx S? . 7F,
Woo
dv Vines r^^
10.
12. T x . r,?2 d C?-5
% of species that are OBL, FACW, and/or FAC: 6t? ,v Other indicators: yeez-( -?>yy-d IM,'J
Hydrophytic vegetation: Yes ? No Basis: y?DJ/. 01:5 -r,0r--,.
Soil l C u?G{r ) C. !mac (JCS i J/tS
' Series and phase: Horrt6Gal_en On hydric soils list? Yes No i/
Z:? ?11z
Mottled : Yes No Mottle color: coh Matrix color: (O `ti'p (??? , •?=?
' Gleyed: Yes No--" Other indicators: LO-\.14 Chroo--,. rt,'tue,^at 66,,E-Ho,a,
Hydric soils: Yes ? No Basis: ' H drolo v
Inundated: Yes No "-*< Depth of standing water:
' Saturated soils: Yes ? ; No . Depth to saturated soil: jy-? Jb aPn I v ?g ??2.-.
Other indicators: 4e_',cu,i„ IAJd ? t14 L+r -0i
' Wetland Hydrology: Yes ?;; No Basis: 0r vim. n?(c? jnc?lG YS
Atypical situation: Yes No
' Normal Circumstances?
Wetland Determination: Wetland Nonwetiand
' Comments: CO Y2 Gy`cf- rc-lrw, 'iL, ?fa' Are,. ,l I n?1??.d??'tc?n
??4-?-? a l t- ( ccc?r ?e d vin ??
4,rr? Q lvr? a,kc._ ,e ?v G,- ? IOC a tr}a? 14o dci rv_o
?Yl?jLJf G?;GL? ??^ - Gtit.tA_ Determined by:
B2
DATA FORM 1
WETLAND DETERMINATION
Applicant Application Project (0,0 ra, Name : < Ur:?? Number: Name: ?£- State: HIv County t1 ,,1-- Legal Description: Township: Range:
' Date: 1?+1? Plot No.: Section:
Vegetation [list the three dominant species in each vegetation layer (5 if only
' 1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
' Species Status Species' Status
Trees Herbs
1. Minus SPF. t`? V-I 7.

1
i

ii

2. Leg. S YG?Gif I?JG? GSA t 8.
3 . Acz / ?vh ??,?.-, ? 9.
Saplings/Shrubs Woodv Vines
4 • ?? nr??? 1- cv kf- c Gv`¢ 10.
5 . n i?r? r?L 11.
6. file). SMtrSt 12.
% of species that are OBL, FACW, and/or FAC: oo/ Other indicators
:?i t?c.t.Vtc? I?-?1TS
Hydrophytic vegetation: Yes sL No Basis: j°?v a-,rsr,.7rAc--
d+? dvr?l roJzok bj !? Ic(zf of cn ? 0,, 5? o-[ S E ?^ i f??f'?--? r Ley
Soi,I Zr- G6`?Ct t-?-t MS
Series and phase: More ??^ lr?l ?<rJr? On hydric soils list? Yes ; No
/ /
Mottled Yes? ; No Mottle color: "t?`((? ? Matrix color: 7,? Y? ? Z
Gleyed: Yes -No Other indicators: c.lr,-aa Crgrvr,na-?
Hydric soils: Yes / No Basis:
Dv? T tL[o( ?r?d cC?rC
Hydrology
Inundated: Yes ; No Depth of standing water: o?,jZ L -7z
Saturated soils: Yes % ; No Depth to saturated soil: A.J- ru ff`C??-r.?
Other indicators:' -jam
Wetland Hydrology: Yes ? ; No . Basis:
Atypical situation: Yes : ; No r/.2(G? t r`cit C?
Normal Circumstances? /
Wetland Determination: Wetland Nonwetland
Comments: ?c; c [ t n U rs,aL -cam,
?- E4 V Gtr u tr
,pL-,,? cam"
Determined by: LG--
B2

i
DATA FORM 1 ?1??Ca ?fnC t /C7
WETLAND DETERMINATION
'rli t
' Applic?t Application Project
Name: .?tYtr?GPn e??.rces, Number: Name:
*i?r (ccrc--
State: tJC, // County e Legal Description: Township: Range:
' Date: Plot No.: 1?5 Section:
' Vegetation [list the three dominant species in each vegetation laver (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees Herbs
1 . Ac,e,-- r,j loru n-, I:AU 7. tj l e (1 G. V i rY1 r??
' 2• Lrcj. Sf?-(rcza,? r(??f 8.
3 . YG..),_- 9. ? r' ruS Gev r? US pP?
Saplings/ Shrubs Woodv Vines L+z??- +?°e
r, aG?l
4'COrndS GMar)
1 10. Gc L.
5. Y, ?Ga., S rGSei
6. 12.
of species that are OBL, FACW, and/or FAC:Other indicators•Sh,0(0,,_> yoo
' Hydrophytic vegetation: Yes ------No Basis: •? ?D°? yp,? -i--,?.??,,,??
.ry
Soil (-Upfe, AA
' Series and phase: On hydric soils list? Yes No
Mottled : Yes .Z, No Mottle color: A4:'?
Matrix color: l?o Y,?.• q-!,1
' Gleyed: Yes_.I,,/ No Other indicators: *c o),un-,r,
-
Hydric soils: Yes No Basis: ?i?? hv? 4:7210(
rC,-J,.Gt r,? CM of ,4t CYS S
' Hydrology
Inundated: Yes " ; No Depth of standing water: J:?-/( Ty Svc ??
' Saturated soils: Yes ? ., No Depth to saturated soil: -Ty ?C
Other indicators: :,-,Y- MQ?LcS Dra_v*-Act... F L,?e_r,.? USI
' Wetland Hydrology: Yes No Basis: I?aS? ?t?r? . (?, ?y??t G?-?D?'"c, u
Atypical situation: Yes ; No___?
' Normal Circumstances? j
Wetland Determination: Wetland ? Nonwetland
Comments:
^/ rr ?
Determined by:LZL
B2
DATA FORM 1
' WETLAND DETERMINATION
Applic nt Application Project
' Name Number:
Name
State: 1C, County Legal Description: Township: Range:
' Date: (o ,3 Plot No.: Section:
Vegetation [list the three dominant species in each vegetation laver (5 if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
' Indicator Indicator
Species Status Species Status
Trees Herbs
t`
3 •YrG s?, Fan rne-_ reCG v 9. (>? ;'?+^d_f a? s DP--)C.-
Saplings/'Shrubs Woodv Vines N
?rc?.. 10.
5.,A d,-,J? `^f 11. < 4p,
' 6. 12.
of species that are OBL, FACWi,' and/or FAC: !Coo/v Other
Hydrophytic vegetation: Yes No Basis: ..4
CC,reb,"r...1. ?(owe,r- vir?sn ??? Cier?vor-=-? rl ?, •
Soil
Series and phase: ?-'?nOn hydric soils list? Yes ; No
Mottled Yes
_X ; No Mottle color:1'' f- ?0/w
Matrix color. . If
.--
Gleyed: Yes '/-4 No Other indicators: _L-ow GI,rorncz- re_4_JC,4Y1g cl,?tor,c?
Hydric soils: Yes ? No Basis: a©5?fiyer ?,?? end, la? ?c,~
' Hydrology
Inundated: Yes No •? Depth of standing water: VC[Klcl?j
' Saturated soils: Yes-/; No Depth to saturated soil: -?-p Svr ???e?
Other indicators: rc(l-.ems, , Dr- ?I C+,Ca?-?-2? 1•,,ta?k S
' Wetland Hydrology: Yes I1; No Basis: !
?D S r?iY? t ?? l ??O r?
Atypical situation: Yes ; No?.
' Normal Circumstances? /
Wetland Determination: Wetland v Nonwetland
' Comments: ?->p,:$;-
C _ rc
4 ape,;
beets cis a,•.? ?S ?ro s
Determined by:
B2

DATA FORM 1 V-JGeLt?

WETLAND DETERMINATION
~?/ T>-( qT5 c
Applicant ' Application Project
' Name: 'r
' C:.r?, Pe?r??J(FQS Number:
Name : C?_e.,i(coi<.-

' State: (?C.. County MGLk- Legal Description: Township: Range:
Date: Plot No.: Section:
Vegetation [list the three dominant species in each vegetation laver (S if only
1 or 2 layers)]. Indicate species with observed morphological or known physio-
logical adaptations with an asterisk.
Indicator Indicator
Species Status Species Status
Trees Herbs
1. 1n ?S,GG1?? 7.
' 2. 8.
3. 9.
Saplings/Shrubs Woodv Vines
' 4. 10.
5. 11.
' 6. 12.
% of species that are OBL, FACW, and/or FAC: 2o? Other indicators: Shcclt BOO
' Hydrophytic vegetation: Yes No Basis:
(0,-t eke.- Arm rr?--od?)eJ r rseo -?c -chN
Soil
Series and phase:J-lor.aCa,y1 O
h
d
i
n
y
r
. soils list? Yes ; No
c{
Mottled : Yes y1 ; No Mottle color: U
lto Matrix color: (C `ffi- 4'/1 ?v
f
Gleyed : Yes L,-' No /they indicators:
? c,h?prre?.. , r at f,,,A Cmd, 47 cr??
Hydric soils : Yes ? No Basis: P6 4 1 Y? ( l,??
k5

Hydrologv
Inundated: Yes ?; No o-7 . Depth of standing water: aZ7'
Saturated soils: Yes ?, No . Depth to saturated oil: -V Syri?
Other indicators: LL4a A D1 ?
Wetland Hydrology: Yes ?; No Basis:
Atypical situation: Yes ; No
' Normal Circumstances?
Wetland Determination: Wetland Nonwetland
' Comments:
60Ve. cvt ? re,,,-r rl ocv ey p rn a r, l
w ?44--- charms , ???-e? (e??l? _ I ?, eqp N?---??-?-
PjG-n+x:S Determined by:
?n?,-
.
B2
?7
n

C!

I

F

F
it

APPENDICES

E

Action ID No. 198200030
Name of Permittee: General,-Public
Effective Date: January 1, 1992
Expiration Date: December 31, 1997
DEPARTMENT OF THE ARMY
GENERAL PERMIT
A general permit, issued October 14, 1982, to perform work in or affecting
navigable waters and waters of the United States, :upon the recommendation of
the Chief of Engineers, pursuant to Section 10 'of the Rivers and Harbors Act
of March 3, 1899 (33 U.S.C. 403), and Section 404 of the Clean Water Act (33
U.S.C. 1344), is hereby renewed and modified by authority of the Secretary of
the Army by the
District Engineer
U.S. Army Engineer District, Wilmington
Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
TO AUTHORIZE MAINTENANCE, REPAIR, AND CONSTRUCTION ACTIVITIES IN LAKES AND
RESERVOIRS, IN THE,STATE OF NORTH CAROLINA, OWNED, OPERATED, AND/OR REGULATED
BY PUBLIC UTILITY COMPANIES UNDER LICENSE FROM THE FEDERAL ENERGY REGULATORY
COMMISSION (FERC) AND ALL LAKES OR RESERVOIRS IN THE STATE OF NORTH CAROLINA
OWNED AND OPERATED BY THE TENNESSEE VALLEY AUTHORITY (TVA).
Activities and work authorized are: (1) construction of boat docks and
shelters, boathouses and ramps using materials commonly acceptable for such
construction such as unsinkable flotation materials, pressure treated lumber,
creosoted pilings and concrete; (2) excavation of boat basins and
canals/channels for recreational boating; (3) construction and backfill of
bulkheads and placement of riprap material along eroding shorelines for
shoreline stabilization and erosion control; (4) installation of submerged and
aerial utility lines where U.S. Coast Guard requirements for aerial lines are
met and pre-project contours are restored; and (5) construction of water
intake and waste water discharge structures where other State and Federal
agencies' requirements are met.
These lakes and reservoirs were constructed and exist primarily for the
purposes of generating and producing hydroelectric power.. They were
constructed and operate under laws and regulations administered by FERC and
TVA. Activities within these waters are the primary concern of, and should be
regulated by, those parties. This general permit applies to all waters on or
within lands owned or under flowage easement to public utility companies or
TVA.
7
L___:

1. Special Conditions.
-2-
a. All floating structures will be supported by flotation material which
will not waterlog or sink when punctured.
b. Bulkhead and riprap structure alignments will not extend farther than
an average distance of 2 feet waterward or a maximum distance of 5 feet from
the normal high pool elevation contour and may not extend more than
500 feet in length along the shoreline.
c. Not more than an average of one cubic yard of fill material per
running foot of shoreline will be placed within waters of the United States.
d. All backfill material will be obtained from an upland source and
confined landward of the permitted bulkhead.
e. All fill, including riprap material, discharged into waters of the
United States must be suitable material, and material discharged must be free
from toxic pollutants in toxic amounts. Use of metal products, organic
materials, petroleum base materials, or unsightly debris is prohibited.
f. All excavated material will be placed landward of the normal high pool
elevation contour-and confined by adequate dikes or other retaining structures
to prevent erosion and sedimentation.
' g. The temporary placement or double-handling of excavated or fill
material waterward of the normal high pool elevation is not authorized.
F'?

F

h. The minimum clearance for aerial power transmission lines will be
governed by the system voltage as shown below:
Nominal System
Voltage, Kilovolts
-------------------------
115 and below
138
161
230
350
500
700
750-765
Minimum Clearance (ft)
Above Bridge Clearances
------------------------
20
22
24
26
30
35
42
45
Clearances are based on the low point of the line under conditions which
produce the maximum sag considering temperature, load, wind, length, span and
type of supports. Clearances for communication lines, stream gaging cables,
ferry cables, and other aerial crossings will be a minimum of 10 feet above
clearances required for bridges.
r-,
F
L

-3-
i. If an easement to fill or cross state or utility company bottoms is
' required by the North Carolina Department of Administration, State Property
Office, or the reservoir utility company, such easement must be obtained prior
to proceeding with work authorized by this general permit.
j. Where the activity has a potential to significantly affect any land or
water use or natural resource of the North Carolina coastal area, a
consistency determination or certification,' as appropriate pursuant to
15 CFR 930, must be provided to the North Carolina Division of Coastal
Management.
2. General Conditions.

n

a. All activities authorized by this general permit that will involve the
discharge of dredged or fill material into waters of the United States will be
consistent with applicable water quality standards, effluent limitations, and
standards of performance, prohibitions, pre-treatment standards, and
management practices established pursuant to the Clean Water Act (33 U.S.C.
1413), and pursuant to applicable State and local law. Activities that will
involve the discharge of dredged or fill material into waters of the United
States will require that an applicant apply for and obtain a Water Quality
Certification from the North Carolina Division of Environmental Management in
accordance with Section 401 of the Clean Water Act before any work is
authorized by this general permit.
b. There will be no unreasonable interference with navigation or the
right of the public to riparian access by the existence or use of the
activities authorized by this general permit.
c. A permittee, upon receipt of written notice from the Wilmington
District Engineer of failure to comply with the terms and conditions of this
general permit, shall, within 60 days, without expense to the U.S. Government,
and in such manner as the Wilmington District Engineer may direct, effect
compliance with the terms and conditions or return the worksite to a pre-work
condition.
d. The permittee must make every reasonable effort to perform the
authorized work in a manner so as to minimize any adverse impact on fish,
wildlife, and natural environmental values.
e. The permittee must perform the authorized work in a manner so as to
minimize any degradation of water quality. The activity will be conducted in
such a manner as to prevent a significant increase in turbidity outside the
area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less are not considered
significant.

C

-4-
f. The permittee will permit the Wilmington District Engineer, or his
representative, to make periodic inspections at any time deemed necessary in
order to assure that the activity is being performed in strict accordance with
the Special and General Conditions of this general permit.
' g. This general permit does not convey any rights, either in real estate
or material, or any exclusive privileges; and it does not authorize any injury
to property or invasion of rights or any infringement of Federal, state, or
' local laws or regulations, nor does it obviate the requirement to obtain state
or local assent required by law for the activity authorized herein.
' h. Authorization provided by this general permit may be either modified,
suspended, or revoked in whole or in part if the Wilmington District Engineer,
acting on behalf of the Secretary of the Army, determines that such action
would be in the best public interest. Unless subject to modification,
' suspension, or revocation, the term of this general permit shall be 5 years.
-Any modification, suspension, or revocation of authorization shall not be the
basis for any claim for damages against the U.S. Government.
i. This general permit does not authorize the interference with any
existing or proposed Federal project, and the permittee shall not be entitled
' to compensation for damages or injury to the structures or authorized work,
which may be caused by or result from existing or future operations undertaken
by the United States in the public interest.
' j. This general permit will not be applicable to proposed construction
when the Wilmington District Engineer believes that the proposed activity
would significantly affect the quality of the human environment and determines
' that an Environmental Impact Statement (EIS) must-be prepared.
k. This general permit will not be applicable to proposed construction
' when the Wilmington District Engineer determines, after any necessary
investigations, that the proposed activity would adversely affect areas which
possess historic, cultural, scenic, conservation, or recreational values.
Application of this exemption applies to:
' (1) Rivers named in Section 3 of the Wild and Scenic Rivers Act (15
U.S.C. 1273), those proposed for inclusion as provided by Sections 4 and 5 of
' the Act, and wild, scenic, and recreational rivers established by State and
local entities.
(2) Historic, cultural, or archeological sites listed in or eligible
for inclusion in the National Register of Historic Places.as defined in the
National Historic Preservation Act of 1966 and its codified regulations and in
the National Historic Preservation Amendment Act of 1980.
' (3) Sites included in or determined eligible for listing in the
National Registry of Natural Landmarks.

-5-
1
(4) Endangered or threatened species or habitat of such species as
' determined by the Secretaries of Interior or Commerce and conserved in
accordance with the Endangered Species Act (16 U.S.C. 1531).
' 1. Permittees are advised that development activities in or near a
regulatory floodway may be subject to the National Flood Insurance Program
which prohibits any development, including fill, within a floodway that
results in any increase in base flood elevations,
' m. At his discretion at any time during the processing cycle, the
Wslmington District Engineer may determine that this general permit will not
be applicable to a specific construction proposal. In such case, the
procedure for processing an individual permit in accordance with 33 CFR 325
will be available.
1 n. The permittee or the permittee's successors will maintain the
authorized work in good condition and in conformance with the terms and
conditions of the general permit.
' BY AUTHORITY OF THE SECRETARY OF THE ARMY:
/s/
Walter S. Tulloch
Colonel, Corps of Engineers
District Engineer

H

-3-
NATIONWIDE PERMITS:
1. AIDS TO NAVIGATION.
2. STRUCTURES IN ARTIFICIAL CANALS.
3. MAINTENANCE.
4. FISH AND WILDLIFE HARVESTING, ENHANCEMENT, AND ATTRACTION DEVICES AND
'
5. ACTIVITIES.
SCIENTIFIC MEASUREMENT DEVICES. (COE)
6. SURVEY ACTIVITIES. (DEM)
7. OUTFALL STRUCTURES. (COE,DCM)
' 8.. OIL AND GAS STRUCTURES.
9. STRUCTURES IN FLEETING AND ANCHORAGE AREAS.
10. MOORING BUOYS.
11. TEMPORARY RECREATIONAL STRUCTURES.
12. UTILITY LINE BACKFILL AND BEDDING. (COE,DEM,DCM)
13. BANK STABILIZATION. (COE,DEM,DCM)

,. 14.
15. ROAD CROSSING. (COE,DEM,DCM)
U.S. COAST GUARD APPROVED BRIDGES. (DEM,DCM)
16. RETURN WATER FROM UPLAND CONTAINED DISPOSAL AREAS. (DEM,DCM)
17. HYDROPOWER PROJECTS. (COE,DEM,DCM)
' 18. MINOR DISCHARGES. (COE,DEM,DCM)'
19. MINOR DREDGING.
20. OIL SPILL CLEANUP.
21. SURFACE COAL MINING ACTIVITIES. (COE,DEM,DCM)
I 22. REMOVAL OF VESSELS.
23. APPROVED CATEGORICAL EXCLUSIONS. (DEM)

' 24.
25. STATE ADMINISTERED SECTION 404 PROGRAM. (DCM)
STRUCTURAL DISCHARGE.
26. HEADWATERS AND ISOLATED WATERS DISCHARGES. (COE,DEM,DCM)
27. WETLAND AND RIPARIAN RESTORATION AND CREATION ACTIVITIES.
28. MODIFICATIONS OF EXISTING MARINAS.
29. RESERVED.
30. RESERVED.
31. RESERVED.
32. COMPLETED ENFORCEMENT ACTIONS.
33. TEMPORARY CONSTRUCTION, ACCESS, AND DEWATERING. (COE,DEM,DCM)
34.
35. CRANBERRY PRODUCTION ACTIVITIES. (DEM,DCM)
MAINTENANCE DREDGING OF EXISTING BASINS.
36. BOAT RAMPS.
37. EMERGENCY WATERSHED PROTECTION AND REHABILITATION. (COE,DCM)
38. CLEANUP OF HAZARDOUS AND TOXIC WASTE. (COE,DEM,DCM)
39. RESERVED.
40. FARM BUILDINGS. (DEM,DCM)
i (COE) NOTIFICATION REQUIREMENT TO CORPS OF ENGINEERS DISTRICT ENGINEER.
(DEM) APPLICATION OR NOTIFICATION REQUIREMENT TO NCDEM.
' (DCM) APPLICATION OR NOTIFICATION REQUIREMENT TO NCDCM.
?7?

fl
1

NOTIFICATION FORM
INFORMATION SHEET
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
A. NOTIFICATION TO THE CORPS OF ENGINEERS -DISTRICT ENGINEER. (REFER TO
ITEM B. BELOW FOR DIVISION OF ENVIRONMENTAL MANAGEMENT APPLICATION RE-
QUIREMENTS AND SPECIFICALLY NOTE NWP 26 DIFFERENCE.) - -
Certain nationwide permits require notification to the Corps of Engineers before work can proceed. They are as follows:
NWP 5 (only for discharges of 10 to 25 cubic yards)
NWP7
NWP 13 (only for stabilization activities in excess of 500 feet in length or greater than an average of one cubic yard
per running foot)
NWP 14 (only for fills in special aquatic sites, including wetlands, and must include a delineation of affected special
aquatic sites)
NWP 17
NWP 18 (required when discharge exceeds 10 cubic yards or the discharge is in a special aquatic site and must include
a delineation of the affected special aquatic site, including wetlands)
NWP 21 (must include a delineation of affected special aquatic sites, including wetlands)
NWP 26 (only for greater than 1 acre total impacts and must include a delineation of affected special aquatic sites,
including wetlands)
NWP 33 (must include a restoration plan of reasonable measures to avoid and minimize impacts to aquatic resources)
NWP 37
NWP 38 (must include a delineation of affected special aquatic sites, including wetlands)
For activities that may be authorized by the above listed nationwide permits that require notification, the
applicant shall not begin work
a. Until notified that the work may proceed under the nationwide permit with any special conditions imposed by
the District Engineer, or
b. If notified that an individual permit may be required, or
c. Unless 30 days (calendar) have passed from the time a complete notification is received by the District Engineer
and no notice has been received from the District Engineer, and required state approvals have been obtained.
Required state approvals include: 1) a Section 401 water quality certification if authorization is requested for a
discharge of dredged or fill material, and 2) an approved coastal zone management consistency determination if
the activity will affect the coastal area.
Use of NWP 12 also requires notification to the District Engineer, but work may not begin until written
concurrence is received from the District Engineer. The time periods described above do not apply.
Furthermore, requirements to notify the U.S. Fish and Wildlife Service (USFWS), the National Marine
Fisheries Service (N11FS), and the State Historic Preservation Office (SHPO), as indicated below and on the
notification form, do not apply.
B. APPLICATION TO DEM FOR NATIONWIDE PERMIT SECTION 401 CERTIFICATION.
Certain nationwide permits require an application to DEM in order to obtain Section 401 water quality certification.
They are NWP 6, NWP 12, NWP 15, NWP 16, NWP 17, NWP 21, NWP 33, NWP 34, NWP 38, and NWP 40.
Certain nationwide permits were issued general certifications and require no application. They are NWP 3, NWP 4,
NWP 5, NWP 7, NWP 20, NWP 22, NWT 23 (requires notification to DEM), NWP 25, NWP 27, NWP' 32, NWP 36,
and NWP 37.
The following nationwide permits were issued general certifications for only limited activities: NWP 13 (for projects
less than 500 feet in length), NWP 14 (for projects that impact waters only), NWP 18 (for projects with less than 10
cubic yards of fill in waters only), and NWP 26 (for projects with less than or equal to one-third acre fill of waters or
wetlands). Projects that do not meet these criteria require application for Section 401 water quality certifications.

?7'

it

11

11
C. NOTIFICATION/APPLICATION PROCEDURES.
The attached form should be used to obtain approval from the Corps of Engineers and/or the N.C. Division of
Environmental Management as specified above. The permittee should make sure that all necessary information is
provided in order to avoid delays. One copy of the completed form is required by the Corps of Engineers and seven
copies are required by DEM. Plans and maps must be on 8 1/2 x 11 inch paper.
Endangered species requirement: For Corps of Engineers notifications only, applicants must notify the U.S. Fish and
Wildlife Service and/or the National Marine Fisheries Service regarding the presence of endangered species that may
o be affected by the. proposed project.
U.S. FISH AND WILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. Box 33726
Raleigh, NC 27636-3726
Telephone [phone]
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
Pivers Island
Beaufort, NC 28516
Telephone [phone]
Historic resources requirement: For Corps of Engineers notifications`only, applicants must notify the State Historic
Preservation Office regarding the presence of historic properties that may be affected by the proposed project.
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AND HISTORY
109 East Jones Street
Raleigh, NC 27601
Telephone [phone]
Information obtained from these agencies should be forwarded to the Corps.

DEM ID: ACTION ID:
Nationwide Pernit Requested (Provide Nationwide Permit -):
j OINK' F OIs FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNLNIG
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Box 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535 .
Telephone [phone] AY N: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name:
2. Owners Address:
3. Owners Phone Number (Home):
(Work):
4. If Applicable: Agent's name or responsible corporate official, address, phone number:

0

5. Location bf work (MUST ATTACH MAP). County:
Nearest Town or City:
Specific Location (Include road numbers, landmarks, etc.):
6. Name of Closest Stream/River.
7. River Basin:
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES [ ] NO [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [ ]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated:
' Total Impacted:

12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only):
13. Purpose of proposed work:
lc. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts.
' 16. You are required to contact the U.S. Fish'and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project; ..Have you done so? YES [ ] NO [ )
' RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
' delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property?
F. If applicable, what is proposed method of sewage disposal?
Owner's Signature Date

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ENGINEERING SERVICES INC. 5
1700 EAST BOULEVARD CHARLC"E. NC 28203 -

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CURRENT ZONINQ R-3
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TOTAL LOTS 460 Lole
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AL It? ACIIE 1019 1'12 OF TOTAL /? A\ 0? ?'? ?? +i 1 1
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