19910520 Ver 1_Mitigation Info_19930405

'05 01/28 15:48
SABINE WATERS
ENVIRONMETITAL LANs MANAGEMENT CONSULTANTS
MIMORANDUM
TO: Ian Baratta
FROM: Nick Roark
SMPL'T: Highland Creek wetland =tg==
DATE: Ap it 511993
I have revilgwed my weamd axt dcm fgguns and your Rguras (3UMd jy table) in Tdatita
to the r ui 5.5 aces of mitiladon. I Suggeat you use the fonowing figures for a now
.
A$EA
Aral A - Salo 2 at tea Fw ? "VN/-57x - ACEBS
0.46 (surveyed) t
Arch, B - Hole 2 at fairwap w^44u•Sj","? 6.72 (SitrMed)
Area C - Hok 5
.Aran D - Hale 10 & 18 1.23 (aurveyed)

A= D1 - Jitwral their lalte Hole 10 1.03 (serveyad)
0.21 (esdmatw4
Area, E - l UDW shelf lake Hole 3
Area F - littoral shelf Iaks Hnta $ 0.34 (estimated)

Area 0 - littoral shelf Wx Hole 12 0.35 (cstim )
0.36 (estimated)
Area Ql - above lake at Hale 12
A
g 0.65 (estimated)
rea
1 - at13$cont to lake 1I016 3 0.18 (Smeyed)
Total
5.55
Tha table rO4e" the existing surveyed figures for Areas A, n, C, D and Bl, and estU=ed
Rgures for the balance of the areas. Area El f6 in addition to the figures you proms in the
summary table. Ana 01 Is expmuW considerably from the surveyed gigure that you provided
n'e. Littoral shelf arts B, F, Di and G are my MOU recent est!Males, which do not agree with
the figural that you pmvuied in the summary table.
As we discussed with the addition of Area BI (Misting 0.18 acres YdrOSttd wCtlan
"PuLion of Area O 1, the required 5.5 acres can be Whieved. Obviously the amount of wetland
Cr "Od is the littoral She1V03 is an czd"tO at this time rC8W'dtess of which figures we, else. A
more aaMWC estimate can be obtained this sprlttg during the wetland planting.
P.O. ikx tan
Summ"41c, 90 IM4
(803) 871-M
P.O. ilex 276
Sme*) dx"O, GA MSS
(9t2841-9t 26
Q1002
R-sa% 01-26-95 04:g2PM POOR #2L

ECOLOGICAL ASSOCIATES
Ecological - Environmental - Natural Resources Consulting
4676 Bears Bluff Road
Wadmalaw Island, SC 29487
February 14, 1995
Mr. Ron Ferrell
N.C. Department of Environment, Health & Natural Resources
Water Quality Section
P.O. Box 29535
Raleigh, North Carolina 27626-0535
SUBJECT: Highland Creek - Mitigation Monitoring
DEM # 91520 - Mecklenburg County
Dear Ron:
[phone] Office
[phone] Home
Pursuant to our recent conversations regarding the above referenced project,
Ecological Associates is pleased to submit the information that you requested. This
information is submitted on behalf of American General Land Development, Inc.
Based on our recent conversations, it is our understanding that you need the following
additional information to complete your review of this project:
* Maps or other information that will allow you to review the acreage of
wetlands actually created verses the amount required in the
issued permit
* Background information regarding the sequence of monitoring during the three
year monitoring period, with an explanation for the lack of monitoring during
the first two years of the monitoring period
* Evaluation of the success of the mitigation relative to established functions and
values of the created wetlands, with specific reference to stormwater
management
Please find attached a one to 200 (1:200) scale map entitled Highland Creek Golf
Course Routing, which shows the location of all the mitigation sites within Highland Creek.
Also attached are individual survey maps of some of the specific mitigation sites showing a
detail of the configuration and acreage of the individual sites, as well as a memo from Jan
Baratta to Nick Roark detailing the survey and estimated acreage results for all the mitigation
sites. The mitigation requirement, as identified in the issued permit, is 5.5 acres. It is my
opinion, based on both surveyed and estimated mitigation acreage, that the total amount of
actual mitigation performed is very close to the required 5.5 acres.
The required mitigation was performed initially in Spring, 1992. Monitoring was to
begin in fall, 1992, after the first post-planting growing season, and progress for three
growing seasons thereafter. At the end of three years of monitoring an assessment was to be
made regarding the success of the mitigation effort. During late summer, 1992, extreme
flood conditions caused the dikes in mitigation areas B and C to breech. This resulted in the
destruction of planted materials, and necessitated reconstruction within these sites, which
further impacted the planted wetlands. As a result of these actions, two of the primary
mitigation areas were in a state of disrepair and reconstruction during Fall, 1992, rendering
them unsuitable for monitoring efforts. The other mitigation areas were generally
unaffected. A decision was made to replant the affected areas in Spring, 1993, and delay the
monitoring until after the second post-planting growing season. Planting of the affected areas
was conducted in Spring, 1993, as planned, however, contract extensions to perform the
monitoring were not in place until late winter, 1994, well past the end of the second post-
planting growing season. Accordingly, formal, quantitative monitoring was performed in
late summer, 1994, at the end of the third post-planting growing season. Qualitative
monitoring consisting of inspecting the sites for encroachments and evaluating the general
progress and/or success of the sites was conducted on a number of occasions during the first
two growing seasons.
The mitigation at Highland Creek has been successfully implemented in accordance
with the conditions of the issued permit. As described in the monitoring report dated July
28, 1995, the data collected at the end of the third post-planting growing season, as well as
general qualitative observations over the entire monitoring period, indicate that the wetland
creation areas possess the structural components and associated values of desired wetlands.
Within the context of the Highland Creek Golf Course and adjacent development, the created
wetlands are providing functions typical of natural wetlands. All the wetlands that have been
created are extensions of existing creeks, lakes, or riparian areas. As such they are
particularly valuable as aquatic habitat for the normal assemblage of aquatic organisms
typically associated with these areas. The vegetated wetlands are also providing habitat for a
variety of wading birds, waterfowl, and small mammals, which are seen regularly in the
created wetland areas. The created wetlands are also providing important water resource and
water quality functions including; floodwater storage, sediment retention, groundwater
recharge/discharge, shoreline stabilization, pollution filtration, and nutrient assimilation. The
created wetlands are all incorporated into the stormwater management plan for the site,
thereby functioning as stormwater retention/detention areas. The value of the wetland
creation areas as stormwater retention/detention areas is particularly important in
consideration of the land development that is taking place around these areas. The created
wetland areas are assisting greatly in on-site assimilation of potential pollutants associated
with the increased stormwater runoff from the site. This on-site assimilation assists in
preventing these potential impacts from being transmitted to down-gradient habitats.
I hope this additional information will allow you to complete your review of this
project, and concur with our assessment that the conditions of the Water Quality Certification
have been satisfied. It has been a pleasure to work with you on this project. Please contact
me if you have any questions regarding this submittal, or if you require anything further.
Sincerely,
D. Nick Roark
Ecologist
DNR/klh
Enclosures

c: Mr. David Wright - American General Land Development, Inc.
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WATER QUkU1Y SECTION '
SABINE & WATERS :..._4.
ENVIRONMENTAL LAND MANAGEMENT CONSULTANTS
August 9; 1994
Mr. John Dorney
N.C. Department of Environment, Health, and Natural Resources
Water Quality Division
P.O. 'Box 29535
Raleigh, NC 27626-0535
Dear Mr. Dorney:
Please find enclosed the Mitigation Monitoring Report for Highland Creek for your
review. If you have any questions or need anything further, please call me at [phone].
Sincerely,
Kenneth J. Smoak
Director, Environmen cervices
P.O. Box 1072 P.O. Box 276
Summerville,. SC 29484 Statesboro, GA 30458
[phone] [phone]
Fax'871-2050 Fax [phone]
e
L AUG 7 9
WETLANDS GROUP
„ _WATER QUALITY SECTION:
MITIGATION MONITORING REPORT
HIGHLAND CREEK
1994
Prepared for
American General Land Development Company
8604 Cliff Cameron Dr.
Suite 180
Charlotte, North Carolina 28269
Prepared by
Sabine & Waters, Inc.
P.O. Box 1072
Summerville, South Carolina 29484
July 28, 1994
INTRODUCTION
Highland Creek is an approximately 1,700-acre site located approximately 11 miles
northeast of downtown Charlotte, North Carolina (Figure 1). The initial developmental phase
of the site contains an 18-hole championship golf course surrounded by single family residential
homes. The site is typical of piedmont woodlands, consisting of mixed pine-hardwood uplands,
interspersed with small creeks and floodplains.
BACKGROUND
American General Land Development (formerly Newland Carolina) was issued a Section
404 permit from the U.S. Army Corps of Engineers (USACE) and a Section 401 Water Quality
Certification from the N.C. Department of Environment, Health and Natural Resources
(NCDEHNR) to fill 3.Z acres of wetlands at Highland Creek. As a condition of the issued
permit, 5.5 acres of wetlands were to be created to compensate for the unavoidable impacts to
wetlands resulting from golf course and residential development. Wetlands were created in
spring, 1992, by grading upland areas, typically adjacent to existing creeks, to elevations suitable
for the establishment of aquatic plants, and by creating littoral zones around the perimeter of
lakes and ponds. The issued permit required mitigation monitoring to be conducted for a period
of three years. Qualitative monitoring was conducted the first two years following mitigation
implementation. This report contains the results of the third year of quantitative monitoring.
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PURPOSE AND OBJECTIVES
The mitigation consisted of creating approximately 2.4 acres of forested wetlands, and
approximately 3.2 acres of emergent herbaceous wetlands. The purpose of mitigation monitoring
was to evaluate the success of the wetland creation activities, and to determine if permit
conditions have been satisfied. Specific objectives of this report include:
o Determine percent coverage of planted and naturally colonizing vegetation in the
wetland creation areas
o Evaluate the overall success of the mitigation effort
o Make recommendations for further, work or maintenance, if warranted
It is intended that this report will be transmitted to the USACE and the NCDEHNR on
behalf of American General Land Development for their review and approval.
METHODS
Mitigation monitoring at Highland Creek consisted of quantitative vegetation monitoring
in the eight wetland creation areas. Wetland creation areas at Highland Creek were sampled by
the line intercept method. This sampling methodology yields good results in areas vegetated by
emergent herbaceous and other low-growing plants. Multiple transects can be averaged to
represent percent coverage over large areas. A minimum of one 100-foot line transect was
randomly established in each of the eight mitigation sites. Two transects were established in the
larger sites.
A plastic measuring tape was stretched for a distance of 100 feet from a randomly
established starting point in or adjacent to the wetland creation area. Notation was made
regarding the presence of plant material and species composition at each foot mark along the
100-foot tape. Species were identified to the lowest taxonomic unit possible on-site. Frequency
of occurrence for each species and for all species combined was determined for each transect.
Frequency of occurrence was used to describe percent coverage of vegetation by species for each
mitigation site.
RESULTS AND DISCUSSION
The results of the line intercept vegetation sampling of the eight wetland creation sites at
Highland Creek are contained in Table 1. Total percent coverage of vegetation for the eight
individual wetland creation sites ranged from 82 to 99 percent coverage, with a mean of 92
percent coverage of vegetation for all sites. Pickerel weed (Pontederia cordata) was the
dominant plant species in seven of the eight sites, ranging from 32 percent coverage to 85
percent coverage. Other species consistently ranking high in all sites included water fern (Azola
sp.), soft-stem bullrush (Scirpus validus), bull-tongue (Sagittaria lancifolia), and cattail (7?pha
latifolia). The species that were planted in the wetland creation sites are generally the species
occupying the greatest percent coverage in the sample sites.
The results of the wetl
w . Percent coverage of
vegetation in all sites is greater than 82 percent, which is substantially greater than the expected
standard of 75 percent coverage. Species composition within the wetland creation sites is also
desirable. The dominant species are typically the target species that were planted. Spreading
of the planted material is also occurring at a rapid rate. There is also the normal colonization
of desirable endemic aquatic species. Some of the sites contain various amounts of nuisance
species. Sites A and F contain cattail and Site F contains an excessive amount of duckweed
(lemna minor). Recommendations for management of these potentially undesirable species will
be provided to Highland Creek under separate cover.
SUMMARY
Approximately 5.5 acres of wetlands were created at Highland Creek in spring, 1992.
The sites were monitored using quantitative techniques in July, 1994. Monitoring results indicate
that all eight wetland creation sites are successful at the end of three growing seasons. It is our
recommendation that the wetland creation sites be managed as a part of the golf course for
natural diversity and quality aquatic habitats. With the successful completion of the wetland
mitigation at Highland Creek, it is our opinion that the mitigation and monitoring conditions of
the issued 404 Permit and 401 Water Quality Certification have been satisfied.
Table 1. Results of vegetation sampling in eight wetland creation sites at Highland
Creek.
SITE VEGETATION % COVER'
A Pontederia cordata (32)2 94
Scirpus validus (16)
7}pha latifolia (12)
Azola sp. (6)
Panicum hemitomon (14)
Iris virginica (10)
Eleocharis sp. (4)
B Pontederia cordata (55) 88
Azola sp. (23)
Typha latifolia (4)
Sagittaria lancifolia (4)
Scirpus validus (2)
C Pontederia cordata (43) 94
Azola sp. (20)
Juncus effusus (6)
Typha latifolia (3)
Scirpus validus (20)
Unidentified grass (1)
D3 Unidentified grass (41) 99
Aneilema keisak (20)
Juncus effusus (18)
Unidentified herb (8)
Polygonium spp. (5)
Cynodon sp. (4)
Salix nigra (2)
Populus deltoides (1)
D1 Pontederia cordata (80) 82
Aneilema keisak (5)
Scirpus validus (4)
1 Percent coverage for all species combined.
2 Percent coverage for each individual species.
3 Percent coverage along an 80-foot transect.
Juncus effusus (4)
Azola sp. (5)
Sagittaria latifolia (1)
Ludwigia sp. (1)
Elocharis sp. (1)
Panicum hentitomon (1)
F Pontederia cordata (62)
Sagittaria lancifolia (15)
7ypha latifolia (8)
Scirpus validus (3)
Polygonium sp. (1)
Salix nigra (4)
G Pontederia cordata (85)
7ypha latifolia (3)
Salix nigra (8)
93
96
Mean 92
C ,,.. STAT[ „AL
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V
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
t 512 North Salisbury Street m Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary May 29, 1991 Director
Mr. Nick Roark
Sabine and Waters
Post Office Box 1072
Summerville, orth Carolina 29484
Dear Mr. Roark : \>s- ?4,?
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Residential and golf course development
Mecklenburg County
Upon review of your request for Water Quality Certification
to place fill material in 3.2 acres of wetlands for residential
and golf course development for the Newland Carolina project
Phase A, we have determined that the proposed fill can be covered
by General Water Quality Certification No. 2176 issued November
4, 1987. A copy of the General Certification is attached. This
Certification may be used in qualifying for coverage under Corps
of Engineers' Nationwide Permit No. 26. Fill and mitigation
shall be as described in your 21 May 1991 letters to DEM and the
COE.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
f "./
/,1`?'? George T. Everett
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Regional Office
Mooresville DEM Regional Office
Mr. John Dorney
Central Files
Coastal Management REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486 -154 1 704/663-1699 9 19/733-23 14 9 19/946 -648 1 9 19/395 -3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
r"Tate 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
December 30, 1994
Mr. David Wright
American General Land Development, Inc.
8604 Cliff Cameron Drive, Suite 180
Charlotte, NC 28269
Dear Mr. Wright:
A4
ID FE F1
Subject: Highland Creek
Mitigation Monitoring Report, 7/28/94
Mecklenburg County
DEM # 91520
The 401 Water Quality Certification (WQC) issued for the subject
project on May 29, 1991 contained a condition which required American
;
General Land Development, Inc. (formally American Newland Associates) to
create 5.5 acres of herbaceous emergent wetlands and forested flats to
compensate for 3.2 acres of unavoidable wetland impact associated with the
subject golf course and residential development. The details of the wetland
mitigation plan were.outlined in a letter dated May 21, 1994 (attached). The
monitoring report dated July 28, 1994 was reviewed to determine if the
actions taken by American General Land Development were in compliance
with the mitigation requirements of the WQC. Based on this review the
following comments and recommendations are offered:
1. The wetland creation sites were to be monitored for a period of 5 years
following the procedures described in Mitigation Site Type
Classification (MIST). The MIST procedures require detailed
monitoring and description of the vegetation, hydrology and soils of
the creation sites at frequencies ranging from monthly to semi-
annually. None of this information has been submitted except a
description of the percent cover of vegetation of the emergent wetlands
after the third growing season. Please submit all data that has been
collected in accordance with the MiST procedures. If this information
has not been collected please provide a written explanation as to why
the information has not been collected.
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
I R"W
2. No data has been submitted concerning the size of the wetlands at each
of the 8 creation sites. Have 5.5 acres of wetlands been created? How
many acres of each type of wetlands have been created? Please submit a
map indicating the type and size of wetlands at each site. .
A significant portion of the information. that should have been
contained in this and previous monitoring reports has not been provided.
Therefore, we, are unable to concur with the opinion that the mitigation and
monitoring conditions of the WQC have been satisfied as stated in the
Summary of the subject monitoring report. Please submit the data that has
been collected per the MIST procedures as required by the WQC to me by
February 28, 1995. Upon receipt of this information we will determine the
status of your compliance with the conditions of the WQC. If you have any
questions concerning these comments I can be reached at 919/733-0026.
Sincerely,
i Fer
Ro rell
L
Water Quality Section
cc john Dorney
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December 30, 1994
Land Development, Inc.
Drive, Suite 180
Charlotte, NC 28269
Mr. David Wright
American General
8604 Cliff Cameron
Dear Mr. Wright:
Subject: Highland Creek Mitigation Monitoring Report
The 401 Water Quality Certification (WQC) issued for the subject
project on May 29, 1991 contained a condition which required American
General Land Development, Inc. (formally American Newland Associates) to
create 5.5 acres of herbaceous emergent wetlands and forested flats to
compensate for 3.2 acres of unavoidable wetland impact associated with the
subject golf course and residential development. The details of the wetland
mitigation plan were outlined in a letter dated May 21, 1994 (attached). The
monitoring report dated July 28, 1994 was reviewed to determine if the
actions taken by American General Land Development were in compliance
with the mitigation requirements of the WQC. Based on this review the
following comments and recommendations are offered:
1. The wetland creation sites were to be monitored for a period of 5 years
following the procedures described in Mitigation Site Type
Classification (MiST). The MiST procedures require detailed
monitoring and description of the vegetation, hydrology and soils of
the creation sites at frequencies ranging from monthly to semi-
annually. None of this information has been submitted except a
description of the percent cover of vegetation of the emergent wetlands
after the third growing season. Please submit all data that has been
collected in accordance with the MiST procedures. If this information
has not been collected please provide a written explanation as to why
the information has not been collected.
2. No data has been submitted concerning the size of the wetlands at each
of the 8 creation sites. Have 5.5 acres of wetlands been created? How
many acres of each type of wetlands have been created? Please submit a
map indicating the type and size of wetlands at each site.
A significant portion of the information that should have been
contained in this and previous monitoring reports has not been provided.
Therefore, we are unable to concur with the opinion that the mitigation and
monitoring conditions of the WQC have been satisfied as stated in the
Summary of the subject monitoring report. Please submit the data that has
been collected per the MIST procedures as required by the WQC to me by
February 28, 1995. Upon receipt of this information we will determine the
status of your compliance with the conditions of the WQC. If you have any
questions concerning these comments I can be reached at 919/733-0026.
Sincerely,
Ron Ferrell
Water Quality Section
cc: John Dorney
w . '^
SABINE & WATERS
-"Y- ENVIRONMENTAL LAND MANAGEMENT CONSULTANTS
May 21, 1991
Mr. John Dorney
Water Quality Section
Division of Environmental Management
N.C. Department of Environment, Health & Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611-7687
SUBJECT: 401 Water Quality Certification
Highland Creek-Revised May 21, 1991
Dear Mr. Dorney:
Pursuant to our recent conversations, and our on-site meeting on April 29, 1991, Sabine
& Waters is pleased to submit the following final revisions for Phase A and the golf course of
the Highland Creek project on behalf of American Newland Associates.
The revisions include the elimination of residential lot fill in the. two large wetland areas
in the southwest portion of Phase A, as well as other locations that we agreed to. The entrance
to Masters Hill subdivision will be relocated as you requested to further reduce wetland impacts
and 0.67 acres of fill on the north side of golf hole No. 15 will be deleted. Based on these
revisions, the revised proposed wetland impacts are as follows:
Ty II=act
Filling for Golf Course Fairway
Filling for Residential Lot
Clearing and Flooding for Lakes
Acres e
0.4
0.5
23
Total
P.O. Box 1072 P.O. Box 864
Summerville, SC 29484 Lexington, SC 29072
[phone] [phone]
3.2
P.O. Box 276 P.O. Box 61565
Statesboro, GA 30458 Savannah, GA 31419
[phone] [phone]

Mr. John Dorney
May 21, 1991
Page two
These impact figures, as well as the attached maps, include all golf course impacts and
residential lot fill, including that previously authorized under Nationwide Permit No. 26 (letter
to Mr. David Wright from G. Wayne Wright, dated March 25, 1991). The only additional
impacts on the site will be the minor roadcrossing previously authorized by Nationwide Permit
Nos. 14 and 26. The total impact for the 12 minor roadcrossings, excluding Masters Hill Drive,
is 1.9 acres.
It is our opinion that the proposed project, as revised, provides the maximum practical
impact avoidance and minimization. The resultant, unavoidable impacts ( total of 3.2 acres) will
be mitigated by the creation of 5.5 acres of wetlands as described in our revised report dated
May 21, 1991, and accompanying maps, for a ratio of 1.7 to 1.0 (1.7:1).
Please call me at [phone] if you have any questions or need additional
information. Thank you for your consideration in this matter.
Sincerely,
D. Nick Roark
Senior Ecologist
Attachments
cc: Mr. David Wright
Mr. Mike Parker
Mr. Steve Lund
l ?
SABINE & WATERS
ENVIRONMENTAL LAND MANAGEMENT CONSULTANTS
May 21, 1991
Mr. David Franklin
USACE - Regulatory Branch
P.O. Box 1890
Wilmington, North Carolina 28402-1890
SUBJECT: Pre-Discharge Notification-Revised May 21, 1991
Highland Creek
Dear Mr. Franklin:
In response to our recent conversations, Sabine & Waters, Inc. is pleased to submit the
attached revised pre-discharge notification on behalf of American Newland Associates to alter
jurisdictional wetlands on the Highland Creek site, in Mecklenburg and Cabarrus Counties, North
Carolina. The information is submitted pursuant to notification procedures for Nationwide
Permit No. 26 described at 33 CFR Part 330.7. Please find attached the following information.
o Site location map
o Completed Standard Form SAW 26-87
o Plan view of proposed wetland alterations (four maps)
o Narrative of the proposed wetland alterations
This submittal is a request to the U.S. Army Corps of Engineers (USACE) to fill and/or
flood approximately 3.2 acres of jurisdictional wetland located above the headwaters of unnamed
tributaries to Clark Creek, in Mecklenburg County, North Carolina. This project has been
coordinated with the North Carolina Department of Environment, Health and Natural Resources
(NCDEHNR) through their Section 401 Certification Process.
BACKGROUND
Jurisdictional wetlands within the 1,780-acre Highland Creek site were delineated by
Sabine & Waters personnel in October, 1990. Wetlands were identified and delineated using the
P.O. Box 1072 P.O. Box 864 P.O. Box 276 P.O. Box 61565
Summerville, SC 29484 Lexington, SC 29072 Statesboro, GA 30458 Savannah, GA 31419
[phone] [phone] [phone] [phone]

Mr. David Franklin
May 21, 1991
Page two
routine on-site determination method as described in the Federal Manual for Identifying and
Delineating Jurisdictional Wetlands. 1 Flagged wetland boundaries were subsequently verified
on-site by Mr. Steve Lund of the Regulatory Branch - Asheville Field Office, USACE. A
portion of the verified flagged wetland boundaries, as identified by Mr. Lund, were then
surveyed by Murphy-Yelle, Inc. A wetland delineation map depicting the surveyed wetland
boundaries as well as the approximate wetland boundaries has been submitted to the USACE for
final verification (Attached).
The overall project consists of approximately 1,200 acres of single family residential
development, approximately 496 acres of associated amenities including golf course, tennis
courts, swimming and playground areas and significant undeveloped parkland areas, and
approximately 84 acres of multi-family development. The project has been tentatively divided
into seven residential phases (Phases A through G) and an 18-hole golf course. The project is
expected to require 10 to 12 years to complete. Initial development will consist of Phase A and
the 18-hole golf course. The report that follows describes the nature of the proposed wetland
alterations as well as impact minimization and mitigation strategies for this initial phase of the
development. Subsequent to the approval of Phase A and the golf course, a comprehensive
wetland master plan will be prepared for the balance of the 1,780-acre site.
WETLAND CHARACTERIZATION
The 1,780-acre Highland Creek site, as delineated by Sabine & Waters, contains one
major stream, three primary tributaries and numerous secondary and tertiary tributaries. Clark
Creek, the primary tributary forming the eastern boundary of the site, is below the "headwaters"
2, with a drainage basin in excess of 17,481 acres. The wetlands associated with Clark Creek
are semi-impounded by beaver (Castor canadensis) activity within the area. All the other
tributaries are considered to be above the headwaters, as determined by drainage basin
calculations. The total acreage of wetlands within the project site is approximately 156 acres,
with the majority of the wetland acreage located adjacent to Clark Creek.
The wetlands and waters within Phase A and the golf course are all perineal and/or
intermittent tributary systems located above the headwaters. The wetlands typically are confined
1 Federal Interagency Committee for Wetland Delineation. 1989. Federal Manual for
Identifying and Delineating Jurisdictional Wetlands. USACE, USEPA, USFWS, USDA-SCS.
Washington D.C. Cooperative Technical Publication. 77pp. plus appendices.
z "Point on a non-tidal stream above which the average annual flow is less than five cubic
feet per second" [33 CFR part 330.2 (b)]

Mr. David Franklin
May 21, 1991
Page three
within the banks of the tributaries. The tributary streams are impounded in several locations.
The largest is a lake of approximately 12 acres in the center of the site. Selected tributaries
expand into small hillside seeps or spring-fed depressions at their point of termination
(origination).
The unimpounded wetlands that have been identified within Phase A and the golf course
are classified according to Cowardin et al. (1979)3 as palustrine, forested, deciduous, seasonally
to temporarily flooded wetlands. The water regime of these wetlands, i.e., seasonally to
temporarily flooded, indicates that surface water is present for extended periods, especially early
in the growing season, but is absent by the end of the growing season in most years (seasonally
flooded), or is present for brief periods during the growing season (temporarily flooded). The
impounded wetlands are classified as palustrine, unconsolidated bottom, permanently flooded
wetlands. These areas exhibit a water regime that covers the land surface throughout the year
in all years.
Dominant canopy species in the unimpounded wetlands adjacent to the tributary streams
include red maple (Acer rubrum), American beech (Fagus grandifolia), river birch (Betula
nigra), tulip poplar (Liriodendron tulipifera), American sycamore (Platanus occidentalis) and
sweet gum (Liquidambar styraciflua). Canopy closure is approximately 80 percent with an
average diameter breast height (dbh) of eight to 12 inches. A significant subcanopy is present
consisting of box elder (Acer negundo), red mulberry (Morus rubra), honeysuckle (Lonceria
sempervirens), ironwood (Carpinus caroliniana), and saplings of the canopy species. Understory
vegetation is moderate, consisting primarily of poison ivy (Toxicodendron radicans), panic grass
(Panicum sp.), trumpet creeper (Campsis radicans), blackberry (Rubus spp.), Indian sea-oat
(Chasmanthium latifolium) and other unidentified herbs and forbs. Percent cover of understory
vegetation is approximately 40 percent.
The impoundments typically have a vegetated littoral zone around the pond perimeter and
in the shallow terminal portions. These shallow wetland areas and adjacent saturated shorelines
are dominated by rooted emergent plants including smartweed (Polygonium spp.), cattail (7ypha
latifolia), panic grass and pennywort (Hydrocotyle spp.)
PROPOSED WETLAND ALTERATIONS/IMPACTS
Wetlands are proposed for filling for the construction of golf course fairways and
residential lots at various locations within the project site. Wetlands are proposed for clearing
3 Cowardin, L.M., V. Carter, F.C. Golet and E.T. LaRoe. 1979. Classification of Wetland
and Deepwater Habitats of the United States. USFWS-OBS. Washington D.C. FWS/OBS
79/31.103 pp.

Mr. David Franklin
May 21, 1991
Page four
and flooding for the creation of lakes at five locations on the site. These impacts are illustrated
on the attached plan drawings for Phase A and the golf course. The acreage proposed for impact
at each location ranges from 0.01 acres to 1.76 acres. The total amount of wetland proposed for
filling and flooding on the golf course is 0.5 and 2.3 cres, respectively. A total of 0.5 acres of
wetlands are proposed for filling for residential lots. The following table quantifies the proposed
wetland impacts.
TYPEIMPACT ACREAGE
Filling for Golf Course Fairway 0.4
Filling for Residential Lot 0.5
Clearing and Flooding for Lakes 2.3
TOTAL IMPACT 3.2
Clearing in wetlands will be accomplished by mechanical means. Initially trees will be
cut and the stumps and large debris removed with a trackhoe. Stump holes will be reshaped
consistent with pre-existing contours. Smaller debris will be removed from the cleared areas by
the use of a rubber-tire farm tractor pulling a fine-tined rake. All cleared vegetation and debris
will be stockpiled and burned or burned on nearby uplands in compliance with state and local
regulations.
A total of 12 wetland road crossings across unnamed tributaries will be required to access
the site. A new four-lane entrance roadway will be required to enter the property and various
two-lane roadways to travel throughout the site. The proposed wetland road crossings are shown
on the attached master plan for Phase A. The proposed wetland road crossings, as designed, are
covered under Nationwide Permit No. 14 for minor road crossing (33 CFR Part 330.5(a)14).
All crossings traverse perennial streams or open water bodies, traverse less that 100 feet of
wetland on either side of the ordinary high water (OHW) of the subject stream, and require the
placement of less than 200 cubic yards of fill material below OHW. Additionally, the number
of proposed road crossings is the minimum required to effectively access the site. Specific
confirmation that the road crossings in question are authorized under Nationwide permit No. 14
has been obtained from the USACE previous to this submittal (letter to Mr. David Wright from
G. Wayne Wright dated March 25, 1991).
IMPACT M '41MUATION AND MITIGATION
Wetland impacts on the project site have been avoided to the maximum extent practicable.
Wetland crossings for golf course fairways and minor road crossings have been minimized by
effective master planning and unavoidable impacts have been minimized by best management
Mr. David Franklin
May 21, 1991
Page five
practices and engineering design. Mitigation also is proposed to compensate for unavoidable
wetland impacts.
Secondary impact to adjacent streams and wetlands will be minimized by the
implementation of site specific erosion control measures, as well as best management practices.
An erosion control plan has been prepared by Deaton/Hasty Engineering Corporation, Inc., and
approved by Mecklenburg and Cabarrus Counties. The plan will control erosion and
sedimentation during and after construction activities and assist in maintaining high water quality
in adjacent streams and tributaries. The erosion control plan provides details for pre- and post-
project land contours and surface drainage, and describes methods to protect sensitive adjacent
and down-gradient natural habitats, particularly streams, wetlands and floodplains.
All practicable measures will be taken to prevent non-point source runoff from the golf
course from impacting wetlands and streams on the project site. Any golf course greens and tees
located adjacent to wetlands will be sloped such that runoff will be directed away from wetlands
and, streams into adjacent woodlands and grass swale receptors. Where golf course fairways
cross wetland and stream corridors, berms will be created along the upland-wetland interface to
direct runoff into undeveloped woodlands and grass swales. These measures should provide
filtration of potential pollutants and assimilation of excess nutrients that may be associated with
golf course run-off.
The equipment maintenance area for the golf course will be entirely contained by an
earthen berm and covered and/or enclosed to eliminate potential runoff. The golf cart wash area
will be similarly contained to prevent uncontrolled runoff. Resultant wash water will be directed
into the sanitary sewer or an infiltration system.
A current residential lot master plan for Phase A is provided with this submittal. The
residential lot master plan shows the location and number of residential lots that adjoin
jurisdictional wetlands within Phase A. There are no plans to seek approval to conduct regulated
activities in wetlands beyond what is advertised in this submittal (0.5 acres of proposed
residential lot fill). Accordingly, the unaltered jurisdictional wetlands within Phase A and the
golf course will be preserved as a greenspace amenity for the development.
Mitigation for wetland impacts will consist of creating emergent herbaceous wetlands and
forested flats from uplands around the perimeter and adjacent to created golf course lakes.
Approximately 5.5 acres of emergent herbaceous wetlands and forested flats will be created to
compensate for 3.2 acres of impacts, for a ration of 1.7 to 1 (1.7:1). An attempt will be made
to create a 1:1 ratio of emergent herbaceous wetlands to forested flats. Emergent wetlands will
be created by planting commercially available bare-root sprigs on three-foot centers within
prepared littoral zones. Forested flats will be created by planting one year old bare-root saplings
on 10-foot centers at selected locations in created flats adjacent to golf course lakes. Species
selected for planting will be determined to some extent by availability, however, all species will
Mr. David Franklin
May 21, 1991
Page six
be either obligate (littoral zone) or facultative (forested flats) plants selected from the attached
tables. Species that are determined to predominate in similar habitats within the project site will
be selected if possible.
Wetland creation areas will be monitored according to procedures described in Mitigation
Site Type Classification (MIST).4 Monitoring will be conducted,for a period of five years, with
monitoring reports submitted annually to the USACE and the NCDEHNR.
It has been a pleasure to work with you on this project.. :'I. understand that you will hold
official action on this application in abeyance until you receive a Section 401 Water Quality
Certification from the NCDEHNR. We have submitted this package to them for their review
and we understand that the Section 401 Certification is forthcoming. If you have any questions
or need additional information, please call me at [phone]. Thank you for your
consideration in this matter.
Sincerely,
OG?,,.
D.Nick Roark
Senior Ecologist
cc: Mr. David Wright - Newland Carolina
Mr. Steve Corboy - Newland Carolina
Mr. Steve Lund - USACE - Asheville Field Office
4 USEPA. 1989. Mitigation Site Type Classification - A Method to classify pre-project
mitigation sites and develop Performance Standards for Construction and Restoration of Forested
Wetlands. Results of an EPA sponsored work shop 85 pp.
Table 1. Commercially available wetland woody tree species suitable for planting in
restoration areas of the Fuddruckers site.
NWI Regional Wetland
Species Common Name Indicator Status'
Taxodium distichum Bald Cypress Obligate
Betula nigra River Birch Obligate
Carpinus caroliniana Iron Wood Facultative
Liriodendron tulipifera Yellow Poplar Facultative
Nyssa syvatica var. biflora Black Gum Facultative
Fraxinus pennsylvanica Green Ash Facultative Wetland
Quercus phellos Willow Oak Facultative Wetland
Quercus michauxii Chestnut Oak Facultative Wetland
Liquidambar styracflua Sweetgum Facultative
Acer rubrum Red Maple Facultative
Quercus nigra Water Oak Facultative
Diospyros virginiana Persimmon Facultative
Gleditsia tricunthos Honey Locust Facultative
'National Wetland Inventory Status (Reed 1988)
Obligate = > 99% occurrence in wetlands
Facultative Wetland = 67 - 99% occurrence in wetlands
Facultative = 34 - 67% occurrence in wetlands
Table 2. Commercially available emergent wetland herbaceous plant species suitable for
planting in restoration ares of the Fuddruckers site.
NWIRegional Wetland
Species Common Name Indicator Statusl
Iris vericolor Iris Obligate
Peltandra virginia Arrow arum Obligate
Pontedena cordata Pickerel Weed Obligate
Sagittaria lancifolia Bull-toung Obligate
Sagittaria latifolia Arrow-head Obligate
Scirpus validus Softstem bullrush Obligate
7ypha latifolia Cattail Obligate
Leersia oryzoides Rice cutgrass Obligate
Eleocharis spp. Spikerush Obligate
Canna spp. Common canna Obligate
Impatiens capensis Jewel weed Facultative Wetland
Juncus effiisus Softrush Facultative Wetland
Polygonium spp. Smartweed Facultative
'National Wetland Inventory Status (Reed 1988)
Obligate = > 99% occurrence in wetlands
Facultative Wetland = 67 - 99% occurrence in wetlands
Facultative = 34 - 67% occurrence in wetlands
DEPARTMENT OF THE ARM
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NC 28402-1890
SAW26-87- ATTN: CESAW-CO-E
PRE-DISCHARGE NOTIFICATION FORM FOR NATIONWIDL PERMIT 26
NOTES: If Item A.7. (below) is 10 acres or more or if any of the conditions
listed in Section B. (below) are not met, the applicant must submit an
individual permit application. Please contact the District for forms and
information.
Applicant is required to obtain a Section 401 Water quality Certification from
the State of North Carolina for NW? 26 to be valid. This certification
should be furnished with-this pre-discharge notification.
PLEASE PRINT
A. '
1. NAME: American Newland Assoei a _ o In NP_U1 anJ rQy-nlijan'
2. ADDRESS: 2252 W. T. Harris Blvd. West
Charlotte-,North aro ins
3. PHONE NUMBER (HOME): 704-547-0896 (WORK): 704-5149-4779
4. LOCATION OF PLANNED WORK: COUNTY: Me k
SPECIFIC LOCATION (INCLUDE STREAM NAMES, ROAD NUMBERS, ETC.):
Highland Creek - Adjacent to East
between nterstate 85 and 77, location man-arrnchpa
5. DESCRIPTION OF PROPOSED WORK: Place fill materi n1 S in TrerI nnri_q
Clear and flood wetlands
6. PURPOSE OF PROPOSED WORK: S' ngrruc, - a golf -1-co and GiiZ l@
family residellt;La -,uhdiUioinn
7. APPROXIMATE SIZE OF WATERS AND WETLANDS WHICH WILL $E LOST OR
SUBSTANTIALLY ADVERSELY MODIFIED AS A RESULT OF THE PROPOSED WORK
IN TENTHS OF ACRES): 3.2
8. INFORMATION THAT THE APPLICANT BELIEVES IS APPROPRIATE: Refer to
attached letter, report and clans.
(EXPRESS
9. DO YOU HAVE KNOWLEDGE OF THE EXISTENCE OF ENDANGERED SPECIES ON OR
NEAR THE PROPOSED PROJECT AREA? YES L ] NO (x]
IF YES, INDICATE WHAT SPECIES.
10. DO YOU HAVE KNOWLEDGE OF HISTORIC PROPERTIES WHICH ARE LISTED OR
DETERMINED ELIGIBLE FOR LISTING ON THE NATIONAL R4GISTER OF HISTORIC
PLACES THAT OCCUR IN THE VICINITY OF THE PROPOSED PROJECT? YES ( ] NO (X)
11. WILL THE ACTIVITY INTERFERE WITH UVIGATION? YES j ) NO J )q
B. CONDITIONS. THE FOLLOWING CONDITIONS MUST BE MET FOR THE NATIONWIDE
PERMITS TO BE VALID (33 CFR 330.5-.6):
MET NOT MET
1. DISCHARGE OF DREDGED OR FILL MATERIAL WILL NOT 77
OCCUR IN THE PROXIMITY OF A PUBLIC WATER SUPPLY
INTAKE.
2. DISCHARGE OF DREDGED OR FILL MATERIAL WILL NOT Q11 L ]
OCCUR IN AREAS OF CONCENTRATED SHELLFISH PRODUCTION
UNLESS THE DISCHARCE IS DIRECTLY RELATED TO AN AUTHORIZED
SHELLFISH HARVESTING ACTIVITY.
3. THE ACTIVITY SHALL NOT SIGNIFICANTLY DISRUPT THE ] ( ]
MOVEMENT OF THOSE SPECIES OF AQUATIC LIFE INDIGENOUS TO
THE WATERBODY (UNLESS THE PRIMARY PURPUSE.OF THE FILL IS
TO IMPOUND WATER).
4. DISCHARGE OF DREDGED OR FILL MATERIAL SHALL CONSIST ] ( )
OF SUITABLE MATERIAL FREE FROM TOXIC POLLUTANTS IN TOXIC
AMOUNTS.
S. ANY STRUCTURE OR FILL AUTHORIZED SHALL BE PROPERLY ? ] ( )
MAINTAINED.
6. THE ACTIVITY WILL NOT OCCUR IN A COMPONENT OF THE ? ] ( )
NATIONAL WILD AND SCENIC RIVER SYSTEM; NOR IN A RIVER
CURRENTLY DESIGNATED BY CONGRESS AS A "STUDY RIVER" FOR
POSSIBLE INCLUSION.
7. THE CONSTRUCTION OR OPERATION OF THE ACTIVITY WILL (K] ( ]
NOT IMPAIR RESERVED TRIBAL RIGHTS.

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. 1.
C.
MANAGEMENT PRACTICES. THE FOLLOWING MANAGEMENT ?MCTICES SHALL BE
FOLLOWED TO THE MAXIMUM EXTENT PRACTICABLE. FAILURE TO COMPLY WITH THESE
PRACTICES MAY BE CAUSE FOR REQUIRING AN INDIVIDUAL PERMIT. APPLICANT
SHOULD PROVIDE EXPLANATION FOR MANAGEMENT PRACTICES NOT MET.
MET NOT MET
?
1. DISCHARGE OF DREDGED OR FILL MATERIAL INTO WATERS x -
OF THE UNITED STATES 'SHALL BE AVOIDED OR MINIMIZED
THROUGH THE USE OF OTHER PRACTICAL ALTERNATIVES.
2. DISCHARGES IN.SPAWNING AREAS DURING SPAWNING
SEASONS SHALL BE AVOIDED.
3. DISCHARGES SHALL NOT RESTRICT OR IMPEDE THE
MOVEMENT OF AQUATIC SPECIES INDIGENOUS TO THE WATERS OR
THE PASSAGE OF NORMAL OR EXPECTED HIGH FLOWS OR CAUSE
THE RELOCATION OF THE WATER (UNLESS THE PRIMARY PURPOSE
OF THE FILL IS TO IMPOUND WATERS).
4. IF THE DISCHARGE CREATES AN IMPOUNDMENT OF WATER,
ADVERSE IMPACTS ON THE AQUATIC SYSTEM CAUSED BY THE
ACCELERATED PASSAGE OF WATER AND/OR THE RESTRICTION OF
ITS FLOW SHALL BE MINIMIZED.
5. DISCHARGE IN WETLAND AREAS SHALL BE AVOIDED.
6. HEAVY EQUIPMENT-WORKING IN WFTLANDS SHALL BE PLACED
ON MATS.
7. DISCHARGES INTO BREEEDING AREAS FOR MIGRATORY
WATERFOWL SHALL BE AVOIDED.
8. ALL TEMPORARY FILLS SHALL BE REMOVED IN THEIR
ENTIRETY.
[x l ( 1
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[x l ( J
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DATE:
SUBJECT:
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From:
? ?,.s STATE a;
North Carolina Department of Environment,
Health, and Natural Resources
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SUBJECT:
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Health, and Natural Resources eq
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Mr. id Franklin
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Page four
and flooding for the creation of lakes at five locations on the site. These impacts are illustrated
on the attached plan drawings for Phase A and the golf course. The acreage proposed for impact
at each location ranges from 0.01 acres to 1.76 acres. The total amount of wetland proposed for
filling and flooding on the golf course is 0.5 and 2.3 cres, respectively. A total of 0.5 acres of
wetlands are proposed for filling for residential lots. The following table quantifies the proposed
wetland impacts.
TYPE IMPACT ACREAGE
Filling for Golf Course Fairway 0.4
Filling for Residential Lot 0.5
Clearing and Flooding for Lakes 2.3
TOTAL IMPACT 3.2
Clearing in wetlands will be accomplished by mechanical means. Initially trees will be
cut and the stumps and large debris removed with a trackhoe. Stump holes will be reshaped
consistent with pre-existing contours. Smaller debris will be removed from the cleared areas by
the use of a rubber-tire farm tractor pulling a fine-tined rake. All cleared vegetation and debris
will be stockpiled and burned or burned on nearby uplands in compliance with state and local
regulations.
A total of 12 wetland road crossings across unnamed tributaries will be required to access
the site. A new four-lane entrance roadway will be required to enter the property and various
two-lane roadways to travel throughout the site. The proposed wetland road crossings are shown
on the attached master plan for Phase A. The proposed wetland road crossings, as designed, are
covered under Nationwide Permit No. 14 for minor road crossing (33 CFR Part 330.5(a)14).
All crossings traverse perennial streams or open water bodies, traverse less that 100 feet of
wetland on either side of the ordinary high water (OHW) of the subject stream, and require the
placement of less than 200 cubic yards of fill material below OHW. Additionally, the number
of proposed road crossings is the minimum required to effectively access the site. Specific
confirmation that the road crossings in question are authorized under Nationwide permit No. 14
has been obtained from the USACE previous to this submittal (letter to Mr. David Wright from
G. Wayne Wright dated March 25, 1991).
BOACT NMEVIIZATION AND MITIGATION
Wetland impacts on the project site have been avoided to the maximum extent practicable.
Wetland crossings for golf course fairways and minor road crossings have been minimized by
effective master planning and unavoidable impacts have been minimized by best management

Mr. David Franklin
May 21, 1991
Page five
practices and engineering design. Mitigation also is proposed to compensate for unavoidable
wetland impacts.
Secondary impact to adjacent streams and wetlands will be minimized by the
implementation of site specific erosion control measures, as well as best management practices.
An erosion control plan has been prepared by Deaton/Hasty Engineering Corporation, Inc., and
approved by Mecklenburg and Cabarrus Counties. The plan will control erosion and
sedimentation during and after construction activities and assist in maintaining high water quality
in adjacent streams and tributaries. The erosion control plan provides details for pre- and post-
project land contours and surface drainage, and describes methods to protect sensitive adjacent
and down-gradient natural habitats, particularly streams, wetlands and floodplains.
All practicable measures will be taken to prevent non-point source runoff from the golf
course from impacting wetlands and streams on the project site. Any golf course greens and tees
located adjacent to wetlands will be sloped such that runoff will be directed away from wetlands
and, streams into adjacent woodlands and grass Swale receptors. Where golf course fairways
cross wetland and stream corridors, berms will be created along the upland-wetland interface to
direct runoff into undeveloped woodlands and grass swales. These measures should provide
filtration of potential pollutants and assimilation of excess nutrients that may be associated with
golf course run-off.
The equipment maintenance area for the golf course will be entirely contained by an
earthen berm and covered and/or enclosed to eliminate potential runoff. The golf cart wash area
will be similarly contained to prevent uncontrolled runoff. Resultant wash water will be directed
into the sanitary sewer or an infiltration system.
A current residential lot master plan for Phase A is provided with this submittal. The
residential lot master plan shows the location and number of residential lots that adjoin
jurisdictional wetlands within Phase A. There are no plans to seek approval to conduct regulated
activities in wetlands beyond what is advertised in this submittal (0.5 acres of proposed
residential lot fill). Accordingly, the unaltered jurisdictional wetlands within Phase A and the
golf coursed be presented as a greenspace amenity for the development.
Mitigation for wetland impacts will consist of creating emergent herbaceous wetl?ds and
forested flats from uplands around the perimeter and adjacent to created golf course lakes.
Approximately 5.5 acres f emergent herbaceous wetlands and forested flats will be greated to
compensate for 3.2 acres of impacts, for a ration of 1.7 to 1 (1.7:1). An attempt will be made
to create a 1:1 ratio of emergent herbaceous wetlands to forested flats. Emergent wetlands will
be created by planting commercially available bare-root sprigs on three-foot centers within
prepared littoral zones. Forested flats will be created by planting one year old bare-root saplings
on 10-foot centers at selected locations in created flats adjacent to golf course lakes. Species
selected for planting will be determined to some extent by availability, however, all species will
Mr. David Franklin
May 21, 1991
Page six
be either obligate (littoral zone) or facultative (forested flats) plants selected from the attached
tables. Species that are determined to predominate in similar habitats within the project site will
be selected if possible.
Wetland creation areas will be monitored according to procedures described in Mitigation
Site Type Classification (MIST).4 Monitoring will be conducted for a period of five years, with
monitoring reports submitted annually to the USACE and the NCD
It has been a pleasure to work with you on this project. I understand that you will hold
official action on this application in abeyance until you receive a Section 401 Water Quality
Certification from the NCDEHNR. We have submitted this package to them for their review
and we understand that the Section 401 Certification is forthcoming. If you have any questions
or need additional information, please call me at [phone]. Thank you for your
consideration in this matter.
Sincerely,
D.Nick Roark
Senior Ecologist
cc: Mr. David Wright - Newland Carolina
Mr. Steve Corboy - Newland Carolina
Mr. Steve Lund - USACE - Asheville Field Office
4 USEPA. 1989. Mitigation Site Type Classification - A Method to classify pre-project
mitigation sites and develop Performance Standards for Construction and Restoration of Forested
Wetlands. Results of an EPA sponsored work shop 85 pp.

Table 1. Commercially available wetland woody tree species suitable for planting in
restoration areas of the Fuddruckers site.

Species
Common Name NWI Regional Wetland
Indicator Status'
Taxodiwn distichum Bald Cypress Obligate
Betula nigra River Birch Obligate
Carpinus caroliniana Iron Wood Facultative
Liriodendron tulipifera Yellow Poplar Facultative
Nyssa syvatica var. biflora Black Gum Facultative
Fraxinus pennsylvanica Green Ash Facultative Wetland
Quercus phellos Willow Oak Facultative Wetland
Quercus michauxii Chestnut Oak Facultative Wetland
Liquidambar styraciua Sweetgum Facultative
Acer rubrum Red Maple Facultative
Quercus nigra Water Oak Facultative
Diospyros virginiana Persimmon Facultative
Gledusia mcunthos Honey Locust Facultative
'National Wetland Inventory Status (Reed 1988)
Obligate = > 99% occurrence in wetlands
Facultative Wetland = 67 - 99% occurrence in wetlands
Facultative = 34 - 67% occurrence in wetlands

Table 2. Commercially available emergent wetland herbaceous plant species suitable for
planting in restoration ares of the Fuddruckers site.
Species
NWI Regional Wetland
Common Name Indicator Status'
Iris vericolor Iris Obligate
Peltandra virginia Arrow arum Obligate
Pontederia cordata Pickerel Weed Obligate
Sagittaria lancifolia Bull-toung Obligate
Sagittaria latifolia Arrow-head Obligate
Scirpus validus Softstem bullrush Obligate
Typha latifolia Cattail Obligate
Leersia oryzoides Rice cutgrass Obligate
Eleocharis spp. Spikerush Obligate
Canna spp. Common canna Obligate
Impatiens capensis Jewel weed Facultative Wetland
Juncus effitsus Softrush Facultative Wetland
Polygonium spp. Smartweed Facultative
'National Wetland Inventory Status (Reed 1988)
Obligate = > 99% occurrence in wetlands
Facultative Wetland = 67 - 99% occurrence in wetlands
Facultative = 34 - 67% occurrence in wetlands
I

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State of North Carolina
Department of Environment, XF WIFAA
Health and Natural Resources A40.
Division of Environmental Management -N
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
E H N F?
A. Preston Howard, Jr., P.E., Director
June 22, 1993
Mr. Nick Roark
Sabine and Waters
P.O. Box 1072
Summerville, North Carolina 28484
Dear Mr. Roark,
I am an intern for the Division of Environmental Management in the Wetlands and
Technical Review Group. My job is to conduct a survey of all wetlands mitigation projects
required as a condition of 404/401 permits. I am specifically looking for information
concerning the type of mitigation (creation, restoration, enhancement, etc.), the kind of
wetland mitigated and where the site is located.
Our files show that the permit issued to Newland Carolina in May, 1991 required
mitigation. The information I found in the file is not complete. Therefore I would
appreciate your assistance in obtaining the following information.
• Has mitigation been completed.
• An exact location of and directions to the mitigation site. (A vicinity and a more specific
map are both needed)
• What type of mitigation was done?(restoration, creation, preservation, enhancement)
• An exact description of the mitigation plan. (Including specific vegetation planted)
• Acreage and type of wetland impacted in project.
• Acreage and type of wetland mitigated
• Success criteria.
• Monitoring plan.
In order for me to complete this survey within the time allotted, I would appreciate
receiving the information by July 6, 1993.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past-consumer paper
If you have any questions concerning this request please call me or Ron Ferrell at (919)
733-1786.
Sincerely,
Hunter L. Blanton
Water Quality Section

Enclosures
C 5TA7t,V•
?t . t,
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
12 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary May 29, 1991 Director
Mr. Nick Roark
Sabine and Waters
Post Office Box 1072
Summerville, North Carolina 29484
Dear Mr. Roark:
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Residential and golf course development
Mecklenburg County
Upon review of your request for Water Quality Certification
to place fill material in 3.2 acres of wetlands for residential
and golf course development for the Newland Carolina project
Phase A, we have determined that the proposed fill can be covered
by General Water Quality Certification No. 2176 issued November
4, 1987. A copy of the General Certification is attached. This
Certification may be used in qualifying for coverage under Corps
of Engineers' Nationwide Permit No. 26. Fill and mitigation
shall be as described in your 21 May 1991 letters,to DEM and the
COE.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
George T. Everett
GTE:JD y
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Regional Office
Mooresville DEM Regional Office
Mr. John Dorney
Central Files
Coastal Management REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
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Please fill out the following imformation and feel free to add attachments if
needed. Thank you.
Exact location and directions to mitiLxation site.
What type of mitigation was done?
?Mitigation plan.
Success criteria.
Aff j
Monitoring plan.
VW, 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., RE., Director
June 22, 1993
Mr. Nick Roark
Sabine and Waters
P.O. Box 1072
Summervil o Carolin 28484 Zy???
Say
Dear Mr. Roark,
AIT15TA
AM
WOO&
[D EHNR
I am an intern for the Division of Environmental Management in the Wetlands and
Technical Review Group. My job is to conduct a survey of all wetlands mitigation projects
required as a condition of 404/401 permits. I am specifically looking for information
concerning the type of mitigation (creation, restoration, enhancement, etc.), the kind of
wetland mitigated and where the site is located.
Our files show that the permit issued to Newland Carolina in May, 1991 required
mitigation. The information I found in the file is not complete. Therefore I would
appreciate your assistance in obtaining the following information.
• Has mitigation been completed
• An exact location of and directions to the mitigation site. (A vicinity and a more specific
map are both needed)
• What type of mitigation was done?(restoration, creation, preservation, enhancement)
• An exact description of the mitigation plan. (Including specific vegetation planted)
• Acreage and type of wetland impacted in project.
• Acreage and type of wetland mitigated
• Success criteria.
• Monitoring plan.
In order for me to complete this survey within the time allotted, I would appreciate
receiving the information by July 6, 1993. or
w
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative /fiction Employer 50% recycled/ 10% post-consumer paper

wil
^* *^ ??c?ti?-?vkaen ?nmo?. If you have any questions concerning this request please call
me or Ron Ferrell at (919) 733-17816.
Sincerely,

Hunter L. Blanton
Water Quality Section
Enclosures
. .e

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary May 29, 1991 Director
Mr. Nick Roark
Sabine and Waters
Post Office Box 1072
Summerville, North Carolina 29484
Dear Mr. Roark:
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Residential and golf course development
Mecklenburg County
Upon review of your request for Water Quality Certification
to place fill material in 3.2 acres of wetlands for residential
and golf course development for the Newland Carolina project
Phase A, we have determined that the proposed fill can be covered
by General Water Quality Certification No. 2176 issued November
4, 1987. A copy of the General Certification is attached. This
Certification may be used in qualifying for coverage under Corps
of Engineers' Nationwide Permit No. 26. Fill and mitigation
shall be as described in your 21 May 1991 letters,to DEM and the
COE.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
George T. Everett
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Regional Office
Mooresville DEM Regional Office
Mr. John Dorney
Central Files
.Coastal Management REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/603-1699 919/733 -23 14 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Par's
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Eflual Opportunity Affirmative Action Employer
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WETLAND MITIGATION SITE SUCCESS FORM
• APPLICANT/PROJECT NAME :
Newland Carolina
• DEM #: WQC#: MAP #:
91520 2176 41
• COUNTY:
Mecklenburg
• LOCATION OF MITIGATION SITE (LAT. AND LONG.)
• DIRECTIONS TO MITIGATION SITE:
• ACREAGE AND TYPE OF WETLAND IMPACTED:
3.2---palustrine, forested deciduous, seasonally to temp. flooded wetlands
• ACREAGE AND TYPE OF WETLAND MITIGATED:
5.5--herbaceous wetlands and forested flats
• DESCRIPTION OF MITIGATION(IN FILE):
Emergent wetlands will be created by planting commercially available bare-root sprigs
on 3 ft centers within prepared littoral zones around the perimeter and adjacent to golf
course lakes. Forested flats will be created by planting one year old bare root saplings
on 10 ft. centers.
• DESCRIPTION OF VEGETATION(IN FILE):,
species selected from list provided
• SUCCESS CRITERIA STATED(if any):
• WHAT IS THE PROJECT STATUS?(mark one):
RESTORATION, ENHANCEMENT, CREATION, PRESERVATION
• MONITORING PLAN:
MIST for 5 years with reports sent to USACE and NCDEHNR
• WHICH. REGULATORY AGENCIES ARE INVOLVED?:
COE, DEM
• TYPE OF DEVELOPMENT(mark the ones that apply):
RURAL, URBAN, PUBLIC, PRIVATE, COMMERCIAL

FIELD INFORMATION
• DESnCRIPTION/ OF VEGETATION(AT SITE):/,
• SURFACE WATER LEVEL OBSERVATIONS: LEVEL OBSERVATIONS:
• SURFACE AND GROUNDWATER RELATIONSHIPS:
• HAVE MITIGATION REQUIREMENTS BEEN MET?:
• DESCRIPTION OF SOIL SAMPLE TAKEN:
-Al ??W?
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1,3
IMPORTANT
V?
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4T,-E-- -?/ 2--, 1
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Toy' ??/4? x/779
b ? ?r
COUNTY: Aeck le- ,-e-
APPLICANT:
r
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REASON DONE: 4/0 / ?,-) q c-

PERMIT NUMBER:
/n/o .
L%lZ ° i•G? n o of ? ?t iJon i??? ? Lo
TOTAL # OF ACRES AND TYPE OF WETLAND: f
3- /,.d iy t Y' YJ %L • •t -ter !/C < f v C-01 q o ?? CD /S a / ?C/
LOCATION: J? ??
Al or- C/l,
OTHER INFO:
VMP
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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary May 29, 1991 Director
Mr. Nick Roark
Sabine and Waters
Post Office Box 1072
Summerville, North Carolina 29484
Dear Mr. Roark:
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Residential and golf course development
Mecklenburg County
Upon review of your request for Water Quality Certification
to place fill material in 3.2 acres of wetlands for residential
and golf course development for the Newland Carolina project
Phase A, we have determined that the proposed fill can be covered
by General Water Quality Certification No. 2176 issued November
4, 1987. A copy of the General Certification is attached. This
Certification may be used in qualifying for coverage under Corps
of Engineers' Nationwide Permit No. 26. Fill and mitigation
shall be as described in your 21 May 1991 letters to DEM and the
COE.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
1?,, a,_?
George T. Everett
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Regional Office
Mooresville DEM Regional Office
Mr. John Dorney _
Central Files
Coastal Management REGIONALOFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
111?s
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'91 05/01 13:30 $803-871-2050 SABINE * WATERS
710 .
Name
Company
2 SINE & WATERS
-'Y- ENVIRONMENTAL. LAND MANAGEMENT CONSULTANTS
--
Location: lb 114"
Telephone: ?/?9 - 7??J ?`
(Fax)
FROM:
Name:

Dates:!. ! - g 1
The total number of pages, including this cover letter is
Q001
45 g?
6.
if you do not receive all of Lhe pages in good condition, please
call (803) . and ask far
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'91 05/01 13:30 $803-871-2050 SABINE * WATERS IM002
SIA-11BINE & WATERS
??'- ENVIKONMENf'AL LAND MANAGEMENT CONSULTANTS
May 1, 1991
Mr. John Dorney
Water Quality Section
Division of Environmental Management
NX. Department of Environtnent, Health & Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611-7687 ?
SUBJECT: 401 Water Quality Certification
Highland Creek
Dear Mr, Dorney.,
Pursuant to our recent conversations, and our on-site meeting on April 29, 1991, Sabine
& Waters is pleased to submit the following draft revisions for Phase A of the Highland Creek
project.
The revisions include the Elimination of residential lot fill in the two large wetland areas
in the southwest portion of Phase A, and redefinition of selected wetland boundaries and
associated impact acreage calculations. Based on these revisions, the revised proposed wetland
impacts are as follows:
Filling for Golf Course Fairway
Filling for Residential Lot
Clearing and Flooding for Lakes
Total
PA-1 Box 1072
Summerville, SC 19464
(803) 671.5.383
V 1
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LxXil{gtau, S(: 29072
[phone]
Acreage cpss?
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3.7
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P'0' Buz Z76 P.Q. Row 61565
Staresburu, GA 3U458 Savannah, GA 31419
[phone] [phone]
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'91 05/01 13:31 $803-871-2050 SABINE * WATERS 11003
Mr. John Dorney
May 1, 1991
Page two
'These impact figures, as well as the attached maps, include all residential lot fill,
including that previously authorized under Nationwide Permit No. 26 (letter to Mr. David Wright
from G. Wayne Wright, dated March 25, 1991). The only additional impacts on the site will
be the minor roadcrossing previously authorized by Nationwide Permit Nos. 14 and 26.
It is our opinion that the proposed project, as revised, provides the maximum practical
impact avoidance and minimization. The resultant, unavoidable impacts ( total of 3.7 acres) will
be mitigated by the creation of 5.5 acres of wetlands as described in our report dated April 1,
1991, and accompanying maps, for a ratio of 1.5 to 1.0 (1X5:1)
Please call me at [phone] if you have any questions or need additional
information. Thank you for your consideration in this matter.
Sincerely,
D. ick Roark
Senior E ologist
Attachments
cc: Mr. David Wright
Mr. David Franklin
Mr. Mike Parker
Mr. Steve Lund
'91 05/01 13:31 'd`803-871-2050 SABINE * WATERS
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USE

LEGEND
APPROXIMATED WETLAND LINE
- SURVEYED WETLAND LINE
AREA OF FILL IN WETLANDS
- BOUNDARY OF GOLF COURSE
J

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'RA 'F. ff - AREA
i•
J
WETLAND RATING SYSTEM WORKSHEET
Project No. or descriJ S
ption ! t? l?
Location
River basin and nearest permanent stream
Evaluator
Agency and address
Date and time evaluated
Major Wetland T
YPe
Approximate size wetland system
Approximate extent of wetlands in area , acres
within `miles - ?(? acres
Three most dominant plant species (in order): 11 L-15
;`
Soil Series (if known) --`'?
Hydrologic indicators
Direct hydrologic connection? (circle one) ESQ NO
Existing Conditions
s-
Drainage f
7 Disturbance _
Restoration potential y
Does, site provide.habitat for endangered or threatened
species? If yes, then score equals 100%. State reasons .for
exceptional status.
Item No.

I. Location/Landscape Score
(circle o
ne)
1 Natural area buffer 5 ,
2 Sensitive.watershed
5
1
;
r0
II. Ecological Values. '
3 Special ecological attributes
4
i 5 p?
D
spersal corridor system 5 0.
5 Wildlife 5 3 •? 0
6 Aquatic life 5 3 1
7 Water storage
8 St 5 3
`k
reambank stabilization 5 3 `-

9 Removal sediment/toxicant
5
3
1 0

10 Removal/transform nutrients
5
3 0
A!ir Groundwater recharge/discharge 5 3 1 0

III. Human Values 0
12 Outdoor recreation/education 5 3 1 0
13 Commercial value 5 3
1
Total score
Percent score '
(out of a total of 65 points)

Site description and notes:
?k
12
WETLAND RATING SYSTEM WORKSHEET
Project No. or description Location
River ba in and nearest permanent stream j? ?y,,
Evaluator
Agency and address
Date and time evaluated
Major Wetland Typet
Approximate size of wetland system b acres
Approximate extent of wetlands in area 0>_acres
within "1y miles
Three most dominant plant species (in order .
Soil Series
(if known) `
Hydrologic indicators'
Direct hydrologic connection? (circle one) YE$ NO
Existing Conditions
Drainage
Disturbance
Restoration poten
a

Does site provide habitat for endangered or threatened
species? If yes, then score equals 100%. State reasons for
exceptional status.
Item No.
I. Location/Landscape
1 Natural area buffer
2 Sensitive watershed
II. Ecological Values-
3 Special ecological attributes
4 Dispersal corridor system
5 Wildlife
6 Aquatic life
7 water storage
8 Streambank stabilization
9 Removal sediment/toxicant
10 Removal/transform nutrients
Groundwater recharge/discharge
III. Human Values
12 Outdoor recreation/education
13 Commercial value
Score
a
5
5`
3
5
t
j5 5
Total score
Percent score
(out of a total
Site d sc'ription and notes:
13
0
of 65 points)
12
(circle' one)
{?U?' ;
1 Or`
0
0
1 0
1 0
3 1 0
3 1 0
3 1 0
3 1 0
3 1 0
"L

L-J
I ? 6-?

WETLAND RATING SYSTEM WORKSHEET
Project No. or description .•'L
0
Location_
River basin an

Evaluator
Agency and address
Date and time evaluated
nearest permanent stream
1\?o

Major Wetland Type <<,-
Approximate size of wetland system
Approximate extent of wetlands in area acres
within miles
Three most dominant plant species (in order) -C
Soil Series (if known)
IV)
Hydrologic indicators
Direct hydrologic n
conection? (circle one) YES7 NO
Existing Conditions
Drainage
Disturbance
Restoration potential
~ D \site provide habitat for'endangered or species?_ If yes, then score equals 100%. State treasons efor
exceptional status.
Item No.
I. Location/Landscape Score
(circle one)
1 Natural area buffer 5 p
2 Sensitive watershed 5 1 0

II. Ecological Values- 1!
3
4 Special ecological attributes 5 -°K3
Dispersal corridor system 'A
5 Wildlife
5
1
0
6 Aquatic life 5 1 0
7 Water storage 5 3 1 0
8 Streambank stabilization > 3 1 0
9 Removal sediment/toxicant 5 1 0
10
Av Removal/transform nutrients
G
d 5 3 1 0
roun
water recharge/discharge 5 3 1 0
. III. Human Values
12 Outdoor recreation/education 5 1 0
13 Commercial value
5
1
Total score
Percent score
(out of a total of 65 points)
Site description and notes:
r

12

a _

WETLAND RATING SYSTE
Project No. or
Location
River
Evaluator
M WORKSHEET
4
description
s"
n an
Agency and address
nearest permanent stream
S?
Date and time evaluated t t=°w? "

Major Wetland T
ype
Approximate size of wetland system

Approximate extent
I
of wetlands in
area?',) acres
acres
within ?
- miles _
Three most dominant plant species (in order) :
Soil Series (if known) V d'? 9
Hydrologic
Direct
Existing Conditions
Drainage `
` Disturbance c
Restoration potential ?uwrtiZ
Does., site provide habitat for endangered or threatened
species?N If yes, then score equals 100%. State reasons for
exceptional status. -I

Item No.. Score
I. Location/Landscape (circle one)
1 Natural area buffer 5 to v
2 Sensitive.watershed 5 1 V,
II. Ecological Values-
3 Special ecological attributes 5 3 (
4 Dispersal corridor system 5 0-
5 Wildlife 5 1 0
6 Aquatic life 5 3 0
7 Water storage 5 3 - 0
8 Streambank stabilization 5 3 *§ 0
9, Removal sediment/toxicant 5" 1 0
10 Removal/transform nutrients 5 1 0
Groundwater recharge/discharge 5 3 1 0
III. Human Values
12 Outdoor recreation/education 5 1 0
13 Commercial value 5 1 0
3?j
Total score ?-
Percent score
?(;; 00
(out of a total of 65 points)
Site descriTption and notes:
1
L ... JI '... `ar
V
indicators W7
hydrologic connection? (circle one)
YES NO
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 25, 1991
Regulatory Branch
SUBJECT: Nationwide Permit No
Mr. David Wright
Newland Carolina
2252 Harris Boulevard West
Suite 180
Charlotte, North Carolina 28269
Dear Mr. Wright:
14, Nationwide Permit 26 and
6102
i-ID 06f,
f. APR i99t
Thank you for the inquiry of February 4, 1991, from Mr. Nick Roark on your
behalf regarding your plans to construct subdivision access roads and place
fill for residential lot development in several unnamed, headwater tributaries
to Clarke Creek at the proposed Highland Creek Subdivision off Ridge Road
northeast of Charlotte, Mecklenburg County, North Carolina.
The information submitted with Mr. Roark's letter indicates that your
proposed work would involve 10 separate and distinct road crossings of minor
utaries to Clarke Creek together with additional road fill and lot
d e pment in headwater streams and their adjacent wetlands totaling
0.9 res of adverse impact.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330, published in the Federal Register
on November 13, 1986, lists nationwide permits. Authorization was provided
for minor road crossing fills including all attendant features, both temporary
and permanent, that are part of a single and complete project for crossing of
a non-tidal waterbody, provided that the crossing is culverted, bridged or
otherwise designed to prevent the restriction of, and to withstand expected
high flows and provided further that discharges into any wetlands adjacent to -
the waterbody do not extend beyond 100 feet on either side of the ordinary
high water mark of that waterbody. Authorization was also provided for
discharges of dredged or fill material into non-tidal rivers, streams, and
their lakes and impoundments, including adjacent wetlands, that are located
above the headwaters and other non-tidal waters of the United States,
including adjacent wetlands, that are not a part of a surface tributary system
to interstate waters or na tens of the United States. This general
authorization is valid o y for work auses the loss or substantial
adverse modification of ess than 1 acre wetlands.
Your work is authorized by nationwide permit provided it is accomplished
in strict accordance with the enclosed conditions. Please be aware that this
authorization does not relieve you of the responsibility to obtain any
required State or local approval.
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NEWLAND
Carolina
2252
W.T. Harris Blvd. West
Suite 180
Charlotte
North Carolina 28269
704.549.4779
FAX [phone]
May 14, 1991
Mr. John Dorney
N.C. Dept. of Environmental, Health
& Natural Resources
Division of Environmental Management
P. O. Box 27687
Raleigh, NC 27611
Dear John:
Attached is an explanatory letter and relevant
engineering drawings regarding the areas for which you
had lingering concern. The letter is relatively self-
explanatory and I would only add the following:
1. Please note that Springhurst lot #18 referenced in
John Hasty's letter is formerly Springhurst lot #71
on the exhibits Nick Roark previously furnished.
Since those drawings were done, Mecklenburg County
has required us to adopt a block numbering system
and certain lot numbers have changed. The final
exhibits we prepare and submit with our revised
application will show the new (and correct) lot
numbers.
2. The central issue that we have had to face is, as
we have discussed, the inherent conflicts that seem
to arise between preserving wetland areas as best
possible and having to meet opposing regulatory
topographic and engineering requirements. Sewage
and stormwater flow downhill which naturally put
such facilities in the same areas as wetlands.
Regulated road design enforces storm water capture
and disposal, and so on. We have modified our
initial plans to reflect the elimination of
wetlands disturbance where options are available,
but as John Hasty's letter demonstrates, the
remaining impacts we are proposing to maintain in
our revised application are unavoidable under other
regulatory and physiographic constraints.
I

To reiterate our understanding to date, Newland will
eliminate lot fill in the two broad wetland areas west of
our first phase parkway, specifically Glen Royal South
lots 8, 9, 10 & 25 and Glen Royal North lots 1 & 2. Let
me remind you that some amount of roadway fill will be
generated on the margins of these and any other lots
which border on roadways simply because of engineering
requirements. We have, however, diminished the original
4:1 roadbed slopes to 3:1 or less where we can and still
provide maintainable slopes.
We will agree not to fill Ravencrest South lot #11 and
will agree not to fill the main channel running along the
rear lot line in Timberglade lots 18, 19, 20 and 21
(although we would be allowed to fill the eastward fork
of that channel as it crosses lots 19, 20, 21 and 24).
The other lot fill areas we have previously proposed
would be allowed, barring those still under discussion as
identified in the accompanying letter from Deaton-Hasty
Engineering Corporation.
We will also delete the upper end fairway fill proposed
for Hole #15 on the golf course, to minimize the impact
to that stream.
Please let me know if my understanding of the proposed
resolution differs from yours. I hope that the attached
information is sufficient to explain the engineering
rationale for our requested fill in the remaining areas
of concern. I would be glad to furnish additional
information, if needed.
Once again let me thank you for your attention to our
permit application and sensitivity to the dilemmas we
face in dovetailing the various regulatory and
engineering requirements of a project such as this. I'll
look forward to resolving matters with you tomorrow at
your convenience.
Sincerely,
NEWLAND CAROLINA
4,-A)
David B. Wright
Vice President
DBW:sjk
N.
I
DEATON/HASTY Engineering Corporation, Inc.
200 South College Street Charlotte, NC 28202
Mr. David Wright
Newland Carolina
2252 W.T. Harris Boulevard West
Suite 180
Charlotte, North Carolina 28269
RE: Highland Creek
Wetlands Issues
Phone [phone] FAX [phone]
May 14, 1991
SAY 1 1....
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Dear David:
This is in response to your questions regarding design background as it
pertains to the effects on wetlands.
1. Reference: Springhurst near Block 1, Lot 18 (formerly Springhurst
Lot 71 on previous exhibits) - It is impractical to leave Sediment
Basin No. 6 in place after construction is completed. There is a
sanitary sewer line which follows the draw. Its location in this
draw is dictated by topography, as is the case throughout the
project site. Charlotte-Mecklenburg Utility Department does not
allow lines beneath a lake. Regarding the need to control
sediment, this drainage basin is served by storm sewers as required
by the County. The outfall flows into the creek below the right-
of-way of Beauvista Drive; therefore, there will not be any purpose
for a permanent sediment retention facility above the pipes'
outfall. Downstream is the lake we designed between Holes 8 and 9
which will serve to capture sediment originating from the drainage
basin.
2. Reference: Springhurst near Block 2, Lot 4 - The size and
elevations of storm drains along the parkway are dictated primarily
by offsite flow. I attempted to discharge water from CB 1-11
(Parkway Sta. 4+60) into the natural drainage way that crosses Lots
3, 4, 5, and 6. The invert elevations required that pipe be
constructed to the center of Lot 4. Exit velocities from the pipe
would require a riprapped ditch across Lots 5 and 6 to meet
Mecklenburg County requirements. Regrettably, neither option would
preserve the existing creek basin.
3. Reference: Entrance to Masters Hill - Agency regulations required
that you provide arrangements for storm drainage to properties
upstream of your development. This facility would require a
clearing width of 40' to install the utilities, which again will
wipeout the existing wetlands area. We did however preserve a
common open space corridor below the entry road. The present
entrance alignment decreases the amount of trees that would have to
be removed.
or,

Mr. David Wright
Page Two
May 14, 1991
4. Reference: Masters Hill - The enclosed drawing shows the location
of the existing dirt road. The use of its location to control lot
layout would have meant very large lots on the south and basically
no lots on the north. This old road bed lies approximately where
houses are to be constructed; therefore, the overall effect on tree
clearing is minimal in my opinion. The existing road bed crossing
of the wetlands area will be removed during construction of the
utilities, as requested by the Division of Environmental
Management.
5. Reference: Ravencrest South near Block 1, Lot 2 - Consideration
was given to preserving the wetlands in Lots 2 and 3, but was
considered impractical. The main drainage pipe is 66" at the
intersection of Highland Creek Parkway and Beauvista Drive. The
invert of this pipe is at a depth that requires an outlet invert
deeper than can be obtained at the south property line of Lot 2.
An outfall ditch with riprap would have to be constructed in
accordance with County regulations. If the system remains as
designed, no water reaches Lot 2; therefore, the wetlands for this
area ceases to exist.
Yours truly,
7h TON/HASTY ENGINEERING CORPORATION, INC.
n Hasty, P.E.
JH/ayj
C051491A
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REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
CHARLESTON DISTRICT. CORPS OF ENGINEERS
P.O. BOX 919
CHARLESTON. S.C. 29402-0919
April 11, 1991
Regulatory Branch
Stephen B. Corboy, Vice President
American Newland Associates
115 Atrium Way, Suite 108
Columbia, South Carolina 29223
Dear Mr. Corboy:
R E J E--
.?
APR 15 ;991
'eEWLAmv'`.,
This Letter supersedes our letter dated April 3, 1991. Paragraph one
of the April 3rd letter referred to a different site than the work proposed
in your application dated February 28, 1991. Your project consists of
placing fill material in wetlands above the headwaters of Crane and Rice
Creeks near Columbia, Richland County, South Carolina.
Based on review of your plans it has been determined that the
proposed fill in wetlands is authorized by a nationwide permit [33 CFR
330.5(a)(26)] since the wetlands to be filled are either isolated or
located above the headwaters and the work will affect less than ten acres
of these wetlands. Verification that the work is authorized by nationwide
permit is based on your commitment to implement the following conditions:
1. That the wetland master plan entitled "Wetland Master Plan, The
Summit" prepared for the American Newland Associates by Sabine and
Waters dated March 11, 1991 is hereby made a part of this
authorization and must be adhered to.
2. That the permittee recognizes that its commitment to perform and
implement the following conditions was a deciding factor towards the
favorable and timely decision on this permit and that the permittee
recognizes that a failure on its part to both actively pursue and
implement these conditions may be grounds for modification,
suspension or revocation of this authorization.
a. That additional forested wetlands will be created in all "wet
pond" areas to be used for storm water retention.
b. That the monitoring plan will be expanded to include the
additional creation areas.
c. That all newly created wetland areas will be preserved and
incorporated into and become a part of the development.
This project must meet the above criteria as well as the conditions
cited in the enclosed extract entitled, "Conditions and Best Management
Practices for Activities Authorized Under Corps of Engineers Nationwide
Permits," to be authorized by the above referenced nationwide permit. No
or .*
further authorization under this nationwide permit will be allowed on this
project.
In future correspondence concerning this matter, please refer to
SAC-26-91-234. A copy of this letter is being forwarded to your agent and the
Environmental Protection Agency for their information.
Verifications such as these have been considered valid for a period of
two years in the past; however, modification of all the nationwide permits (at
a minimum by adding conditions) is being considered at this time at the
national level. Although it is not known exactly when the modifications will
occur, we do know that the nationwide permit referred to herein will expire on
January 13, 1992. Accordingly, this verification will be valid only until the
nationwide permit is modified, reissued, or revoked. Since all of the
nationwide permits may be modified, reissued or revoked prior to the date
cited above, it is incumbent upon you to remain informed of the changes to the
nationwide permits. We will issue a public notice announcing the changes when
they occur. Notwithstanding the above, if you commence or have contracted to
commence this activity before the date the nationwide permit is modified or
revoked, you will have twelve months from the date of the modification or
revocation to complete the activity under the present terms and conditions of
this nationwide permit.
Your cooperation in the protection and preservation of our navigable
waters and natural resources is greatly appreciated.
If you have any questions concerning this matter, please contact me at
A/C 803-724-4330.
Sincerely,
Chris Dowling ((J//?
Project Manager
Enclosure
Copy Furnished:
U. S Envir. Protection Agency
Region IV, Ecological Review Branch
345 Courtland Street
Atlanta, Georgia 30365
Mr. Nick Roark
Sabine and Waters, Inc.
P. 0. Box 1072
Summerville, South Carolina 29484
.W
CONDITIONS AND "BEST MANAGEMENT PRACTICES"
FOR ACTIVITIES AUTHORIZED UNDER
CORPS OF ENGINEERS NATIONWIDE PERMITS
Federal Register / Vol. 51, No. 219 / Thursday. November 13, 1988 / Rules and Regulations 41257
(b) Conditions. The following special
conditions must be followed in order for
the nationwide permits identified in
paragraph (a) of this section to be valid:
(1) That any discharge of dredged or
fill material will not occur in the
proximity of a public water supply
intake.
(2) That any discharge of dredged or
fill material will not occur in areas of
concentrated shellfish production unless
the discharge is directly related to a
shellfish harvesting activity authorized
by paragraph (a)(4) of this section.
(3) That the activity will not
jeopardize a threatened or endangered
species as identified under the
Endangered Species Act (ESA), or
destroy or adversely modify the critical
habitat of such species. In the case of
federal agencies, it is the agencies'
4esponsibility to comply with the
requirements of the ESA. If the activity
may adversely affect any listed species
or critical habitat, the district engineer
must initiate Section 7 consultation in
accordance with the ESA. In such cases.
the district engineer may:
(i) Initiate section 7 consultation and
then, upon completion. authorize the
activity under the nationwide permit by
adding, if appropriate, activity specific
conditions, or
(ii) Prior to or concurrent with section
7 consultation he may recommend
discretionary authority (See section
330.8) or use modification. suspension.
or revocation procedures (See 33 CFR
325.7).
(4) That the activity shall not
significantly disrupt the movement of
those species of aquatic life indigenous
to the waterbody (unless the primary
purpose of the fill is to impound water);
(5) That any discharge of dredged or
fill material shall consist of suitable
material free from toxic pollutants (see
section 307 of the Clean Water Act) in
toxic amounts:
(6) That any structure or fill
authorized shall be properly maintained.
(7) That the activity will not occur in a
component of the National Wild and
Scenic River System: nor in a river
officially designated by Congress as a
"study river" for possible inclusion in
the system, while the river is in an
official study status:
(8) That the activity shall not cause an .
unacceptable interference with
navigation:
(9) That. if the activity may adversely
affect historic properties which the
National Park Service has listed on, or
determined eligible for listing on, the
National Register of Historic Places. the
puWAtee.rill FICtlty*adistrict
engineer. If the district engineer
determines that such historic properties
may be adversely affected, he will
provide the Advisory Council on
Historic Preservation an opportunity to
comment on the effects on such historic
properties or he will consider
modification, suspension, or revocation
in accordance with 33 CFR 325.7. ••
Furthermore, that. if the permittee before
or during prosecution of the work
authorized. encounters a historic
property that has not been listed or
determined eligible for listing on the
National Register, but which may be
eligible for listing in the National
Register, he shall immediately notify the
district engineer.
(30) That the construction or operation
of the activity will not implir reserved
tribal rights, including, but not limited
to, reserved water rights and treaty
fishing and hunting tights;
(11) That in certain states, an
individual state water quality
certification must be obtained or waived
(See § 330.9):
(12) That in certain states, an
individual state coastal zone
management. consistency concurrence
must be obtained or waived (See
§ 330.10):
(13) That the activity will comply with
regional conditions which may have.
been added by the division engineer
(See ; 330.8(x)); and
(14) That the management practices
listed in § 330.8 of this part shall be
followed to the maximum extent
practicable.
1330.6 Management practices.
(a) In addition to the conditions
specified in § 330.5 of this Part, the
following management practices shall
be followed, to the maximum extent
practicable, in order to minimize the
adverse effects of these discharges on
the aquatic environment. Failure to
comply with these.practices may be
cause for the district engineer to
recommend, or the division engineer to
take, discretionary authority to regulate
the activity on an individual or regional
basis pursuant to § 330.8 of this Part.
(1) Discharges of dredged or fill •
material into waters of the United States
shall be avoided or minimized through
the use of other practical alternatives.
(2) Discharges in spawning areas
during spawning seasons shall be
avoided.
(3) Discharges shall not restrict or
impede the movement of aquatic species
indigenous to the waters or the passage
of normal or expected high flows or
cause the relocation of the water (unless
the primary purpose of the fill is to
impound waters).
(4) If the discharge creates an
impoundment of water, adverse impacts
on the aquatic system caused by the
accelerated passage of water and/or the
restriction of its flow shall be
minimized.
(5) Discharge in wetlands areas shall
be avoided.
(6) Heavy equipment working in
wetlands shall be placed on mats.
(7) Discharges into breeding areas for
migratory waterfowl shall be avoided.
(8) All temporary rills shall be
removed in their entirety.

MEMORANDUM OF UNDERSTANDING
BETWEEN
AMERICAN NEWLAND.ASSOCIATES
AND THE
SOUTH CAROLINA LAND RESOURCES CONSERVATION COMMISSION
RELATING TO THE IMPLEMENTATION OF
A STORMWATER MANAGEMENT UTILITY DEMONSTRATION PROJECT
I. Purpose
The purpose of this Memorandum of Understanding (MOU) is to
provide for cooperation and coordination between American
Newland Associates and the South Carolina Land Resources
conservation commission (LRCC) for implementing a
demonstration stormwater management utility at The Summit in
Columbia, South Carolina to protect and improve water quality.
II. Background
The quality of our surface and ground waters in South Carolina
is one of our greatest natural resources. Clean, abundant
water provides a safe source of drinking water and provides
opportunities for recreation, agriculture, industrial
development and in turn, economic development for our state.
In recent years, the focus of many water quality initiatives
has focused on the effects of nonpoint source pollution on our
water resources. Unlike pollution from industrial and sewage
treatment plants, nonpoint source pollution is caused by
rainfall moving over and through the ground and picking up.
manmade and naturally occurring pollutants. These pollutants
are deposited in our lakes, rivers, streams, wetlands and
shallow aquifers. These pollutants include excess
fertilizers, herbicides and insecticides; oil, grease and
toxic chemicals; sediment from improperly managed construction
sites and bacteria and nutrients from animal wastes.
Traditional methods utilized by local governments and
developers to mitigate these harmful effects have focused on
one or more components and not on the entire problem.
Because of the relationship between land use changes and
nonpoint source pollution, a more effective means of dealing
with the impacts is on a watershed basis. This will allow for
an identification of pollutant contributors in the watershed
and a systematic approach in dealing with these sources that
is both efficient and economically feasible.
This is the type of program which will be developed in
conjunction with American Newland Associates for The Summit.
A coordinated effort is required between American Newland
Associates and the LRCC to implement this program. This MOU
identifies the roles and responsibilities of American Newland
Associates and the LRCC is carrying out Task 14, Urban
Stormwater Management Utility of South Carolina's 1990
Nonpoint Source Pollution Work Plan (Attachment 1 to this
MOU).
III. American Newland Associates Aarees To:
A. Assist the LRCC through its engineering consultant,
master planner, landscape architect, ecologist and others
in reviewing the master plans and preliminary design
plans to determine opportunities to incorporate water
quality protection and improvement measures in the design
plans for The Summit, where feasible.
B. Allow the staff of the LRCC and the Deportment of Health
and Environmental Control to inventory the property and
establish monitoring sites on the property of The Summit.
Ingress and regress will be as determined by Newland
Carolina and a procedure for notifying Newland Carolina
of site visits will be mutually established.
C. Assist and participate in field days and other activities
to demonstrate the technology and procedures used to
protect water quality in The Summit.
D. Provide the LRCC with quarterly reports of its expenses
in implementing the project using the form, Quarterly
Nonfederal Cost Share (Attachment 2).
IV. The Land Resources Conservation Commission Agrees To:
A. Provide technical assistance to American Newland
Associates through its staff, consultants or others in
reviewing the master plan and preliminary design plans
for Area E and later areas of The Summit to incorporate
water quality protection and improvement measures in the
design plans.
B. Review the plans and conduct an on-site review of Area D
to determine opportunities for water quality protection
and improvement.
C. Conduct an inventory of the property to develop a data
base for computer analyses and simulations of proposed
water quality measures and to establish monitoring sites
to measure the effects of installed practices.
D. Provide American Newland Associates the results of the
inventory, computer analyses and simulations and
monitoring program before releasing the results to the
general public through the media, technical papers, etc.
E. Establish a procedure for notifying American Newland
Associates of visits to the site and use established
ingress and egress procedures and routes.
F. Conduct field days and other activities to highlight the
technology used to enhance water quality at The Summit-.
G. Develop press releases, technical papers and other
articles in conjunction with American Newland Associates
to describe the project and its effects at The Summit.
H. Allow American Newland Associates to review technical
publications, press releases, etc. prior to release or
publication.
V. American Newland Associates and the Land Resources
Conservation Commission Mutually Agree To:
A. Designate primary contacts in each organization to
facilitate the flow of information between organizations.
B. That this document does not bind either party to the
expenditure of funds. No funds will be transferred
between organizations for the purpose of this project.
C. This MOU becomes. ef f ective on the date of signature by
both parties and shall continue until September 30, 1992
unless extended by both parties. It may be modified at
any time upon the mutual consent of both parties and it
may be terminated by either party's giving a 30-day
advance, written notice to the other party.
Americap Newland Associates,a
California general partnership
By.. New nd Group, Inc., a
Califor i corpo tion, General
Partner
By:
St hen B. Corboy
Vice President
Date:
By:
Date:
By:
S.C. Land Resources
Conservation Commission
John W. Parris
Executive Director
Date:
TASK 14
Urban Stormwater Management Utility
A. Description: Funds for this task will be utilized by the
S.C. Land Resources Conservation Commission and the Dept. of
HeaLth and Environmental Control to implement a demonstration.
urban stormwater management utility. The utility concept has
been applied successfully in other areas of the U.S., but, as of
yet, has not been implemented in South Carolina.
The stormwater utility will be patterned after a traditional
water and sewer utility and will address water quantity and
quality impacts associated with urban development and wetlands
protection. The utility will be based on a drainage basin scale
and will allow the "systems" approach to be used to determine the
impacts of the development and provide for mitigation through
either structural or non-structural methods. Impacts to be
addressed include erosion and the resulting sedimentation during
construction; increased runoff rates and volumes of runoff;
runoff from parking areas, lawns, golf courses, etc. ; and the
hydrologic modification of existing streams and wetlands.
The utility will only address stormwater runoff and not be
concerned with either sewerage or industrial wastes that will be
controlled through the sewerage system or other means. Depending
on the final rules developed by the EPA regarding NPDES
permitting for stormwater discharges, the utility may or may not
be involved in that process for the construction of the
development (i.e., five acres of disturbed area qualifying as an
industrial site).
A proposed project site has been located in N.E. Columbia,
S.C. This 2,000 acre site is undergoing a change from primarily
rural, forested land use to a mixed-use development which will
include single and multi-family residential, commercial, light
industrial, and recreational land uses. The development is in
the planning stages at this point and the developers and
engineers are anxious to develop an environmentally sensitive
community patterned after Reston, VA and Columbia, MD.
The development's potential for impact on downstream water
quality is increased due to its positioning in the headwaters of
Rose Creek and Bridge Creek which are located in the Congaree and
Wateree basins respectively. This development will not be
impacted by the "run-on, run-off" phenomena that is so prevalent
in new developments.
The urban stormwater management utility is included in the
S.C. NPS Management Plan as an alternative method for controlling
urban runoff.
B. Output: The proposed output has been summarized below under the
topics of institutional, demonstrations, and monitoring. A
general budget and projected implementation schedule follows.
1. Institutional: The primary focus of this task is to
demonstrate the technology of a stormwater management
2.
3.. .
utility and the treatment of runoff on a drainage basin vs.
individual site basis. The utility concept has been
traditionally utilized as a means for controlling water
quantity, reducing flooding damages, and providing for
maintenance of stormwater management facilities. However,
water quality concerns can also be addressed in the same
arena and through the use of the same facilities as the
water quantity issues.
The institutional output will be on two levels -the
project level and the state-wide level. On the project
level, the existing master plan for the development will be
reviewed for inclusion of practices to address water quality
concerns (i.e., buffer zones along streams and other water
bodies; undisturbed green-blue belts; properly designed wet.
and dry ponds; etc.). This review will be carried out by
LRCC staff, the project engineer, and a nationally
recognized consultant (yet to be determined). If the master
plan does not include such practices, it will be modified to
include such practices.
The second project level output will be the development
of the utility itself by the national consultant. The
development of the utility will include a determination of
a maintenance schedule for the facilities, cost of the
maintenance, method for financing the costs, and a
methodology for repaying the financing.
The state-wide output will be based on the experiences
gained through implementing the Columbia project. This
output will include edcational information and technical
guidelines for assisting municipalities of all sizes with
stormwater management. A manual on implementing a utility
and a workshop for affected professionals state-wide will be
produced and presented. This workshop will be held in
conjunction with output from the demonstrations section.
Demonstrations: Field days will be conducted during
various phases of the development process. Those field days
will be targeted for various groups (e.g. engineers,
landscape architects, and developers).
Monitoring: This project. will include a comprehensive
biological, physical, and chemical water quality monitoring
program. However, due to costs associated with chemical
monitoring, the primary emphasis will be placed on
biological monitoring. Sampling stations will be installed
on the two major streams (Rose and Bridge Creeks) within the
project site and pre-development conditions as well as
during construction impacts will be analyzed. It is
recognized that monitoring is a long-term commitment and the
stations will be checked for a period of time after build
out to detect long-term biological and water quality
effects. The objective of the monitoring program will be to
measure the effectiveness of NPS control measures and BMPs
in preventing NPS impacts in the project watershed. DHEC
will develop and complete a biomonitoring study. Fifty
percent of a DHEC Bureau of Water Pollution Control full
time position will be used to conduct instream
macroinvertebrate community evaluations. Biomonstoring data
will be evaluated on a site specific basis and in
conjunction with an automated ecoregion data system to be
developed and implemented for this project area. The project
area represents an ecoregion in S.C. In support of the
biomonitoring program, chemical and physical monitoring will.
be completed. Monitoring will involve one or more of the
following agencies or groups: DHEC, USGS, University of
South Carolina, SCLRCC, and or volunteers. A written report
will be prepared summarizing the results of the monitoring
program conducted through the initial phase of the task. The
report will include assessment of the data for appropriate
conclusions on the effectiveness of specific BMPs and NPS
mitigation measures utilized during the development of this
project.
SCLRCC
Contractual Services
Monitoring
Field Days
Printing
Subtotal
DHEC
Staff to conduct
monitoring
TOTAL
Proposed Budget
Sec. 319
Funds Matching
$26,784 $ 8, 9 28 (LRI )
$a,928(PI)
$10,000 $3,334(LRI)
$3,334(PI)
$ 2,625 $875 (LRI )
$875(PI)
$ 2,625 $925(LRI)
$925(PI)
$42,034 $28,024
$25,000 $16,667
$67,034 $44,691
LRI - SCLRCC In-Kind Match
PI - Private In-Kind Match

Proposed Schedule
1. Review existing master plan - March 1990
2. Contract with consultant - May 1990
3. Begin installation of monitoring equipment - May 1990
4. Conduct stream inventories - May 1990
5. Revise master plan - August 1990
6. Supervise installation of practices - September 1990 until project completed
7. Conduct first field day - September-October 1990
8. Collect monitoring data - Ongoing
9. Conduct second field day - April-May 1991
10. Draft Report of Utility Implementation - June 1991
11. Review and revision of report - June-August 1991
12. Final Report - September 10, 1991
13. State, wide Workshop on the Utility Concept - September 15, 1991
Note: Project will not end in 1991 but will be continued with support of LRCC,
DHEC, other state agencies, and the developer.
v ,
Land Resource News
SOUTH CAROLINA LAND RESOURCES COMMISSION
2221 Devine Strwt, Suits 222, Columbia, SC 29205 • (8=7334-9100 • Bonnie Schnedor, Public WormAtion Dimoor
FOR IMMEDIATE BgLEASE
on Friday, December 14, 1990 at 2:00 p.m., an agreement between the South
Carolina Land Resources Commission and Newland Carolina will be signed to begin
the planning process for the implement of an Urban Stormwater Management Utility
Demonstration Project.
Utilizing funds provided under Section 319 of the Clean Water Act by the
U.S. Environmental Protection Agency through the South Carolina Department of
Health and Environmental Control, the Land Resources Commission, with the
assistance of Newland Carolina, will develop the demonstration project at the
Summit, a 11600 acre master-planned residential community being developed by
Newland Carolina in northeast Columbia off of Clemson Road.
This project will include demonstrating new and innovative techniques to
improve water quality at the Summit and the surrounding areas by controlling
erosion and sediment during construction; controlling the quality and quantity
of atormwater runoff to remove urban pollutants and reduce future flooding
potentials; and protecting and improving wetlands on the site. This technology
is applicable to the entire state and will be made available to local government
officials, developers, engineers, landscape architects and others through on-site
field days, brcohuras, reports, etc.
A second part of this project is to develop and demonstrate a utility as
an alternative method of financing stormwater management facilities. This method
has not been utilized in South Carolina, but it hae been successfully implemented
in other parts of the United states. The utility provides a stable funding
source for local governments to operate and maintain their stormwater management
Systems.

The project is funded and planned for two yeara, but'the benefits to the
citizens of Richland County and the State of South Carolina will continue long
after the project is completed.
For more information, please contact the south Carolina Land Resources
Commission at (803)794--TQ0.
994- g100
# # #

12/12/90
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HUNTERS CWEEK
Bulk Rate
U.S. Postage
PAID
Orlando, FL
Permit No. 2084
,ol. 3, No.3 NEWS January/February 1991
da REALTORS° Honor Hunter's Creek
e are proud to
announce that the
j ( Florida Associa-
tion of REALTORS@
has recently hon-
ored Hunter's
Creek as Florida's
(;'.nest environmentally-conscious
_-sidential development by awarding
our community the prestigious 1990
'mvironment Award, popularly known
=s the ENVY.
Nowhere else in Florida can you find
=uch a remarkable combination of
innovative planning, careful residen-
tial development and environmental
respect. Hunter's Creek combines the
best of our state's natural wonders
with the finest man-made amenities
to create a community you can
proudly call home.
The ENVY award was established in
1986 to showcase residential develop-
ments that celebrate Florida's natural
quality of life. Past winners include
Bonita Bay near Naples, Bluewater
Bay near Panama City, Tampa Palms,
Harbour Ridge in Stuart and Hunters
s

Master-Planned Communities
Provide-Unique Economic Benefits
In light of 1991's economic
situation, today's home buyers are
proving to be extremely careful in
choosing the best place to live. In
addition to aesthetic features, issues
relating to long-term value are
becoming even greater priorities. As a
result, the unique benefits of a
master-planned development become
even more apparent.
Hunter's Creek offers many attrac-
tive benefits, including planned
vehicle and pedestrian systems,
comprehensive amenities and self-
contained commercial centers. Miles
of scenic bike paths, friendly
neighborhood parks, peaceful lakes
and nature trails all contribute to a
more-for-your-money home purchase.
The quality of life in a master-
planned community is better main-
tained during times of economic
recession. In comparison, many
smaller developments may not have
the capital to properly maintain their
properties. Common areas, street-
scapes and amenities aren't kept up.
(continued on page 12)
Green in Tampa.
The panel of judges included
distinguished environmental and
planning professionals from through-
out Florida. Residential communities
of 30 homes or more were eligible to
enter the competition.
Judging criteria included a number
of areas that we've all come to
appreciate in our community-the
preservation of natural flora and
fauna, a selection of functional,
attractive recreation facilities and a
comprehensive commitment to
family safety.
Michael B. McAfee, President of
Newland Florida, said the response
from home buyers and now the ENVY
award are proof that being environ-
mentally responsible is rewarding
for everyone. "Environmental
sensitivity has been, and will
continue to be, a priority in all stages
of Hunter's Creek development,"
McAfee said.
Canin Associates, an Orlando-based
urban and environmental planner,
has been involved in Hunter's Creek's
development from the start. "Every
piece of the master plan puzzle has
been meticulously monitored," said
Brian Canin, President of Canin
Associates. "The preservation of
natural flora and fauna and the
sensitive planning of residential
development to encourage all aspects
of family life, safety and recreation
have all been incorporated into a
remarkable community."
Judges were impressed with our
sensitivity toward Shingle Creek and
the wetland habitat of our animal
neighbors. On-property cypress and
bay trees have been preserved as
natural homes for birds, reptiles and
the many other creatures residents
have sighted.
They a'.so recognized our 60-foot
entrance fountain. This feature serves
as an attractive area landmark as well
as an aeration system for surrounding
lake water.
The Hunter's Creek recreation plan
is also quite remarkable. Each
village's neighborhood park is
designed to cater to all ages with
special emphasis on the needs of
children and teenagers. Our compre-
hensive East Village park and
community-wide pedestrian/bicycle
paths also received high marks.
Hunter's Creek villages set the
standard for resident safety. Clearly
defined neighborhood entrances,
privacy walls and lush landscaping all
contribute to a functional and secure
community.
Bobby Byrd, President of the FAR,
emphasizes that attractive,
environmentally-sensitive
communities don't just happen.
"They are created by innovative and
responsible developers in tandem
with local governments," Byrd said.
The Hunter's Creek community is
cited as the perfect example of a great
place to live ..., an environmentally-
conscious development planned with
the family in mind. it seems our resid-
ing humans (and wildlife) agree.
1
WTI"., t`or., under tl,.e Soldiers and Sail-
ors Civil Relief Act of 1940.
Lender that law, reservists and Na-
tional Guardsmen called up for active
duty from civilian employment are en-
titled to a cut in the interest rate on
their existing home loan to 6 percent
during their period of active service.
Peaceful
scenes
such as this
are
common in
secluded
areas of
Hunter's
Creek.
Corp. (Freddie Mac) already has proc-
essed and approved just under 2,000
rate cuts to 6 percent, according to Al-
bert LeQuang, national policy adminis-
trator for the huge Reston, Va.-based
lending firm.
Citicorp Mortgage, the nation's larg-
est private-home mortgage originator,
or early r eoR:ary.
Interviews with mortgage executives
at six different companies suggested
there is widespread misunderstanding
about who qualifies for housing debt
relief under the 1940 law. For starters,
most requests for either benefits or in-
formation come from spouses, other
U-u-I UVl1VV-- _-.,..-- `•• -.-
country to talk to service staff special-
ly trained to advise on reduced-rate
benefits. Like most lenders, all the
firm requires to cut the rate is a copy
of the borrower's active-duty orders.
Please see RATE, J-10
'
t> Sf??'?yk
fj}FT kiM1 1 ?1 R 11,t . "T Y'1C
The NVY of
?F It dy f ??.
? t9
eve opments
Realtors give Hunter's Creek
A+ on environmental protection
By Mildred Graham
OF THE SENTINEL STAFF
bout seven years ago, a
Canadian development
1 ,company began transform-
ing a huge rural tract in south Or-
ange County into a community
that would rival nearby cities.
Though only in the first quarter
of its 20-year growth plan, that de-
velopment, known as Hunter's
Creek, now boasts more than 1,000
homes, 2,500 residents and a bud-
ding commercial district.
But Hunter's Creek is more
than a big, multibuilder, mixed-
use project, according to the Flor-
ida Association of Realtors.
The Realtors group, which rep-
resents 78,000 real estate brokers
and agents, points to Hunter's
Creek as a development that suc-
cessfully balances large-scale resi-
dential construction with environ-
mental protection.
Last month, the trade group
awarded Hunter's Creek its Envi-
ronmental, or ENVY, Award,
which recognizes outstanding ef-
forts to preserve natural resources
in planned developments.
The contest is judged by a
three-person team of environmen-
tal and planning professionals, led
by well-known growth manage-
ment authority John DeGrove. De-
Grove is director of the Florida At-
lantic University/Florida Interna-
tional University Joint Center for
Environmental Urban Problems in
Boca Raton.
Please see ENVY, J-4
From Eagle Lake (above) to the
entrance sign (below left) to a
red-shouldered hawk taking
flight (below), it is clear that
developers are working to strike
a balance with nature.
4
?rd{pr?4??`??''. d
? 144 ft??}},?^+
Al" Nil
aka r
Value
shopping
It's the latest
trend ............... J-13
A view
for you
Unique shape
adds appeal ... J-11
Z
Photos by Barbara Vitaliano
( ??
i
?? ;?
't
t
,?
' ?:
l
z.
'3
;?
??
Once a rural tract,
Hunter's Creek in the
first quarter of its 20-
year growth plan
boasts more than
1,000 homes, 2,500
residents and a bud-
ding commercial
district.
?,28,00o Shingle Creek captures judges' attention
Sold: $128,000. ? Features: 4 bed-
'_`ng space: 2,066 square feet. ? List-
'- -th. nSelling agent: John McDade,

ENVY from J-1
The developer of Hunter's Creek, American Newland Corp.,
otheranat ual veget tion that harbors rare bi dsdand wildlife in
the 4,000-acre project.
Shingle Creek, an environmentally sensitive waterway that
runs through Hunter's Creek and drains into Lake Tohopekali-
ga in Osceola County, also caught the judges' attention. But it
was what American Newland didn't do to the creek that im-
pressed the panel.
"We just left it natural," said marketing director Emily Trafi-
cante.
This area along the western fringes of the community is no
accessible now. However, Newland plans to open the area later
this year by building a park that will include hiking trails and
access to the creek.
Judges also cited the 60-foot-high fountain at the South Or-
ange Blossom Trail entrance of Hunter's Creek as evidence of
thoughtful planning in the community. Like other fountains
throughout the development, the front showpiece aerates the
surrounding lake to prevent water stagnation.
Another sign of water sensitivity can be found on the 18-hole
golf course, which is irrigated with treated waste water.
Parks that double as recreational outlets and nature havens
also were noted by the judges. Eagle Park, for example, in-
cludes nine acres of land with a playground, soccer field, recrea-
tion center and man-made lake that is a popular fishing hole for
residents.
Traficante said this was the first tim?? Newland entered the
contest, which started in 1986. She said the company was wait-
ing until the development was establi?_,hed.
There are 11 subdivisions in Hunter's Creek, but plans call
for more as the community grows to include about 9,000 resi-
dential units. eal to de-
Traficante attributes Newland's award-winning app
tailed growth plans that include environmental responsibility at
every stage of development.
The contest is open to developments throughout Florida with
at least 30 houses.
Jeff Zipper, vice president of communications for the Orlan-
do-based Realtors group, said developments are judged in sev-
eral areas including preservation of native plants and animals,
0 family safety and recreation, utility design, drainage and mar-
ketability.
ld not reveal how many developments Hunter's
$60,50
? _1,500. ? Sold: $60,500. ? Features: 3 Zipper v?ou
? 166 Square feet. ? Listing agent: Andrea Creek was up against, saying only "we do get a lot of entries.
'?, ? Selling agent: Andrea Rusch, C & R ? "'?""°`??',?i,
?lling
a particular neighborhood.
Send information (including city and
subdivision name) and a photograph of
the house to Amanda Barrett, The Or-
lando Sentinel Homes section, MP 13,
P.O. Box 2833, Orlando, Fla. 32802. In-
formation will not be accepted over the
telepf?one, and photographs will not be
- -; ?
REAL ESTATE
NOTEBOOK
RCBERT BRUSS
You can sell home
in buyer's market
ave you heard about any home
seller in your town who has had
his home on the market for sale
Hunter's Creek is the first Central Florida development to
win the contest.
The 1989 contest ended in a tie between Harbour Ridge in
Stuart and Hunter's Green in Tampa. Other winners have in-
cluded Tampa Palms in Tampa, Bluewater Bay in Niceville and
Bonita Bay near Naples.
more than 60 days but has not received
any purchase offers? If so, unless the
home is vastly overpriced above its mar-
ket value, your town is probably in a
"buyer's market."
A home buyer's market means there
are more homes for sale than there are
qualified buyers looking for homes to
buy. However, this doesn't mean homes
are not selling. A buyer's market means
only the choicest homes will sell. The rest
remain unsold.
To make your home one of those that
sell, here are the five key steps to take:
¦ Before you tell anyone et t nto
thinking of selling your home, g
the best possible condition. The reason is
most home buyers want to acquire a
home that is ready to move in without
their having to do any work.
To fit this criteria, your home must be in
first-class "model home" physical condi-
tion. Look at your home critically with a
note pad in hand to jot down work needed.
But this doesn't mean major renova-
tion. For example, I recently inspected an
older home with an outdated kitchen. But
it was sparkling clean and freshly painted
with a modern refrigerator and stove, so
the kitchen wasn't a drawback. Just
clean, repair, paint, recarpet and land-
scape to make your home sparkle, so it
..gin ....,..,...i .,. ?t.., .,-,? ..:?., r.F 1,.,,,-,? hnv_
The fountain aerates the lake to prevent water stagnation.
?;,am. ? Living space: 966 square feet.
' & Rogner Inc. ? Selling agent: Anita
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PLEASE DELIVER TS;E FOLLOWnNC PAGES To:
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u?c roe a SDTJIM EAUTTHA STN AT 704-349-4779 AS SOON AS POSSIBLE.
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BE
WMAND
Carolina
May 14, 1991
sbbl9l--
Mr. John Dorney
N.C. nAnt_ hf Rnuirn""A"4-al uaa14.1
.Lljr
& Natural Resources
Division of Environmental Management
P. 0. Box 27687
Raleigh, NC 27611
2252 Dear John:
W.T. Harris 111W. West
SUM 180 Attached is an explanatory letter and relevant
Charlotte engineering drawings regarding the areas for which you
had lingering concern. The letter is relatively self-
North Caroline 213dfi9 explanatory and I would only add the following:
704SSY•4718
PAX 704-.9004 85 1. Please note that Springhurst lot 018 referenced in
John Hasty's latter is formerly Springhurst lot 071
on the exhibits Nick Roark previously furnished.
Since those drawings wart done, Mecklenburg County
has required us to adopt a block numbering system
and certain lot numbers have changed. The final
exhibits we prepare and (submit with our revised
application will show the new (and correct) lot
numbers.
2. The central issue that we have had to face is, as
we have discussed, the inherent conflicts that seem
to arise between preserving wetland areas as best
possible and having to meet opposing regulatory
topographic and engineering requirements. Sewage
and otormwater flow downhill which naturally put
such facilities in the same areas as wetlands.
Regulated road design enforces storm water capture
and disposal, and so on. we have modified our
initial planes to reflect the elimination of
wetlands disturbance where options are available,
but as John Hasty's letter demonstrated, the
remaining impacts we are proposing to maintain in
our revised application are unavoidable under other
regulatory and physiographic constraints.

DEATON/HASTY-- Engineering Corporation, Inc,
200 South College Street Charlotte, NC 28202 Phone [phone] FAX {704) 333-7158
May 14, 1991
Mr. David Wright
Newland Carolinas
2252 W.T. Harris Boulevard West
suite 180
Charlotte, North Carolina 28269
RE: Highland Creek
Wetlands Issues

OWN rim,
fItW1.AN0 CAROil1tA GNARL
Dear David s
This is in response to your questions regarding design background as it
pertains) to the effects on wetlands,
1. Reference: springhur>at near Block 1, Lot 18 (formerly Springhurst
Lot 71 on previous exhibits) - It is impractical to leave Sediment
Basin No. 6 in place after construction is completed. There is a
sanitary sewer line which follows the draw. Its location in this
draw is dictated by topography, as is the case throughout the
project site. charlotte-Mecklenburg Utility Department does not
allow lines beneath a lake. Regarding the need to control
sediment, this drainage basin is served by storm sewers as required
by the county, The outfall flows into the creek below the right-
of-way of Beauvista Drive; therefore, there will not be any purpose
for a permanent sediment retention facility above the pipes'
.,+.**a11 flnear-f-arn 4m ?ha Isle& we dazioned between Holes 8 and 9
which ?will rserve to capture sediment originating from the drainage
basin.
2. Reference: springhurst near Block 2, Lot 4 - The size and
elevations of storm drains along the parkway are dictated primarily
by offsite flow. I attempted to discharge water from CB 1-11
(parkway Sta. 4+60) into the natural drainage way that crosses Lots
3, 4, 5, and 6. The invert elevations required that pipe be
constructed to the center of Lot 4. Exit velocities from the pipe
would require a riprapped ditch across Lots 5 and 6 to meet
Mecklenburg County requirements. Regrettably, neither option would
preserve the existing Creek basin.
3. Reference: Entrance to Masters Hill - Agency regulations required
that you provide arrangements for storm drainage to properties
upstream of your development. This facility would require a
clearing width of 40' to install the utilities, which again will
wipeout the, existing wetlands area. We did however preserve a
common open space corridor below the entry road. The present
entrance alignment decreases the amount of trees that would have to
be removed.
IV*
Mr. David Wright
Page Two
May 14, 1991
-4. References Masters Hill - The enclosed drawing shows the location
of the existing dirt road. The use of its location to control lot
layout would have meant very large lots on the south and basically
no lots on the north. This old road bed lies approximately where
houses are to be constructed; therefore, the overall effect on tree
clearing is minimal in mx.opinion. The existing road bed crossing
of the wetlands area will be removed during construction of the
utilities, as requested by the Division of Environmental
Management.
5. Reference; Ravencrest South near Block 1, Lot 2 - Consideration
was given to preserving the wetlands in Lots 2 and 3, but was
considered impractical. The main drainage pipe is 66" at the
intersection of Highland Creek Parkway and Reauvista Drive. The
invert of this pipe is at a depth that requires an outlet invert
deeper than can be obtained at the south property line of Lot 2.
An outfall ditch with riprap would have to be constructed in
accordance with county regulations. If the system remaina as
designed, no water reaches Lot 2; therefore, the wetlands for this
area ceases to exist.
Yours truly,
ON/KUTY SMINNSRING CORPORATION, INC.
hn hasty, P.E.
JH/ay]
COS1491A
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SALINE & WATERS
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ENVIRONMENTAL LAND MANAGEMENT CONSULTANTS
P. O. Box 1072 office [phone]
Summerville, S. C. Fax [phone]
29484
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WE ARE SENDING YOU E3 Attached D Under separate 9 }i1 1 the following items:
? Shop drawings p Prints Q Plans ? Samples ? Specifications
? Copy of letter ? Change order ?
I I
Cn°.ES DATE NO. DESCRIPTION

i

THESE ARE TRANSMITTED as checked below:
L,01or approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?

? FOR BIDS DUE 19
REMARKS
? Resubmit copies for approval
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? PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED. (, ?
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