19910665 All Versions_Complete File_19911106

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1. Wnrw ??,.
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 November 6, 1991 Director
Mr. Craig R. Wyant, ASLA
EDSA
1919 South Boulevard, Trolley's End
Suite 102
Charlotte, North Carolina 28203
Dear Mr. Wyant:
Subject: Proposed Fill. in.Headwaters or Isolated Wetlands
Vulcan Materials Co., East Mecklenburg mine site
Mecklenburg County
Project # 91665
Upon review of your request for Water Quality Certification
to place fill material in 1.25 acres of wetlands for stone quarry
construction located at in Mecklenburg County, 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.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
I? &
rge T. Ever t
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Regional Office
Mooresville DEM Regional Office
Mr. John Dorney
Central Files
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 9 19/733 -23 14 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pais
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
EDSA
Edward D. Stone, Jr. and Associates 1919 South Blvd., Trolleys End, Suite 102,
Planners and Landscape Architects Phone: [phone] Fax: [phone].
Dr. John Dorney
Water Quality Branch
NCDEHNR
P.O. Box 27687
Raleigh, N.C. 27611-7687
SEP 1991
Ki,_EIVED
WATER QUALITY
Planning Branch
Dear Dr. Dorney;
Please find enclosed, for your review, a request for 401 water quality
certification for NWP 26/NWP 14 activities proposed by Vulcan Materials
Company on a 345 acre property which they own in Mecklenburg County,
NC. The proposed activities are situated above the headwaters to Caldwell
Creek (NC stream index number 13-17-8-5) within the Yadkin-Pee Dee
River Basin. This stream has been assigned a water quality classification
of `C'.
All jurisdictional areas located on this property have been delineated and
have been reviewed by Mr. Steve Lund of the Asheville Regulatory Field
Office, USA-COE Wilmington District. The total jurisdictional area which
is proposed to be filled under NWP 26 is 0.83 acres. An additional 0.34 acres
will be impacted by the proposed fill due to inundation. A single road
crossing is propos under NWP 14 which will impact a total of .08 acres.
The total of 4imp"'ement 'ss 'ctional areas on the site which will be impacted is
approximate5 cres. The majority of areas which will be impacted are
minor un-na iermittent tributaries. The proposed impacts are
necessary to the enclosed mining plan for the purpose of
extracting mineral resources located on this property.
Please do not hesitate to contact me if you have questions or if I can be of
assistance to you. Thank you for your consideration in this matter.
Sincerely,
ra' g R. Wyant, ALA
Associate
enclosures
cc: Mike Poplin, VMC
I
VULCAN MATERIALS COMPANY
MIDEAST DIVISION
EAST MECKLENBURG TRACT
1MECELENBURG COUNTY, NC
REQUEST FOR 401 WATER
QUALITY CERTIFICATION
Prepared for
Vulcan Materials Company
Mideast Division
Winston-Salem, NC
Prepared by
Edward D. Stone, Jr. & Associates
Charlotte, NC
September 1991

1 SAW26-
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
PRE-DISCHARGE NOTIFICATION FORM FOR NATIONWIDE 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 NWP 26 to be valid. This certification should
be furnished with this pre-discharge notification.
PLEASE PRINT
A.
1. OWNERS NAME:
Vulcan Materials Company, Mideast Division
2. OWNERS ADDRESS: ATTN: Mike Poplin 4401 North Patterson
Winston-Salem, NC 27115
3. OWNERS PHONE NUMBER (HOME):
N/A
(WORK) :
[phone]
4. LOCATION OF PLANNED WORK: COUNTY: Mecklenburg, NC
SPECIFIC LOCATION (INCLUDE STREAM NAMES, ROAD NUMBERS, ETC.):
Caldwell Creek and its tributaries located north of
(Albemarle Road) near the Cabarrus CountL line. .25..miles east
of Clear Creek Elementary School.
5. DESCRIPTION OF PROPOSED WORK: Entrance road, quarry area, stockpile
and processing area, sediment ponds, an earthen screen berms
associated with mineral extraction.
6.. PURPOSE OF PROPOSED WORK: To be able to gain access to extract,
and process the minerals which have been located on this property.

7. APPROXIMATE SIZE OF WATERS AND WETLANDS WHICH WILL BE LOST OR
SUBSTANTIALLY ADVERSELY MODIFIED AS A RESULT OF THE PROPOSED WORK (EXPRESS
IN TENTHS OF ACRES) : 1.25 total (.91 fill, .34 inundation)
8. INFORMATION THAT THE APPLICANT BELIEVES IS APPROPRIATE: Project is
located well above headwaters of non-water supply stream.
Majority of impacts are to intermittent stream channels.

9. DO YOU HAVE KNOWLEDGE OF THE EXISTENCE OF ENDANGERED SPECIES ON OR
NEAR THE PROPOSED PROJECT AREA? YES [ ] NO EK ]
IF YES, INDICATE WHAT SPECIES.
' 10. DO YOU HAVE KNOWLEDGE OF HISTORIC PROPERTIES WHICH ARE LISTED OR
DETERMINED ELIGIBLE FOR LISTING ON THE NATIONAL REGISTER OF HISTORIC
PLACES THAT OCCUR IN THE VICINITY OF THE PROPOSED PROJECT? YES [ ] NO [X]
X
11. WILL THE ACTIVITY INTERFERE WITH NAVIGATION? YES [ ) NO [
)
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
OCCUR IN THE PROXIMITY OF A PUBLIC WATER SUPPLY [X] [ ]
.INTAKE.
2. DISCHARGE OF DREDGED OR FILL MATERIAL WILL NOT [X] [ ]
OCCUR IN AREAS OF CONCENTRATED SHELLFISH PRODUCTION
UNLESS THE DISCHARGE IS DIRECTLY RELATED TO AN AUTHORIZED
SHELLFISH HARVESTING ACTIVITY.
3. THE ACTIVITY SHALL NOT SIGNIFICANTLY DISRUPT THE [X] [ ]
MOVEMENT OF THOSE SPECIES OF AQUATIC LIFE INDIGENOUS TO
THE WATERBODY (UNLESS THE PRIMARY PURPOSE OF THE FILL IS
TO IMPOUND WATER).
4. DISCHARGE OF DREDGED OR FILL MATERIAL SHALL CONSIST [X] [ ]
OF SUITABLE MATERIAL FREE FROM TOXIC POLLUTANTS IN TOXIC
AMOUNTS.
' 5. ANY STRUCTURE OR FILL AUTHORIZED SHALL BE PROPERLY [X] 1
1
MAINTAINED. .
6. THE ACTIVITY WILL NOT OCCUR IN A COMPONENT OF THE [X] [ ]
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 [X] [ ]
NOT IMPAIR RESERVED TRIBAL RIGHTS.
4
1
1
1
1
1
1
C. MANAGEMENT PRACTICES. THE FOLLOWING MANAGEMENT PRACTICES 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.
[ x) [ l
3. DISCHARGES SHALL NOT RESTRICT OR IMPEDE THE [X] [ l
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, [Xl [ l
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. [X] [ l
6. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED [x] [ ]
ON MATS.
7. DISCHARGES INTO BREEEDING AREAS FOR MIGRATORY [Xl [ l
WATERFOWL SHALL BE AVOIDED.
8. ALL TEMPORARY FILLS SHALL BE REMOVED IN THEIR [X] [ ]
ENTIRETY.
OWNER'S SIGNATURE DATE
IF APPLICABLE:
AGENT'S NAME: Edward D. Stone, Jr. and Associates
AGENT'S ADDRESS: 1919 South Blvd., Suite 102, Charlotte, NC 2 8 2 0 3
AGENT'S PHONE NUMBER: [phone]
+/\ vV
A NT'S GNATURE DATE
Craig R. Wyant, ASLA
Associate

1

EDSA C(DFIY
Edward D. Stone, Jr. and Associates 1919 S. tr y's L ?r Swtr = Chnrinn ,, NC 28203
Planners and Landscape Architects ! Pax 704.342-025'
July 3, 1991
Mr. Steve Lund
U.S. Army Corps of Engineers
Regulatory Field Office
Room 45, Grove Arcadia Building
37 Battery Park Avenue
Asheville, NC 28801
Dear Mr. Lund;
Please find enclosed, for your review, a preliminary wetland
determination and proposed site plan for a quarry to be located on a 345 acre
site in Mecklenburg County by Vulcan Materials Company. The proposed
quarry plan will impact a total approximately 1.25 acres of waters of the
United States which are located above the headwaters of Caldwell Creek;
this total area includes one minor road crossing, approximately 0.34 acres
of inundation, and approximately 0.83 acres of actual fill. The greatest
majority of impacted area consists of intermittent stream channels which
are dry most of the year and are typically too small to have a floodplain. The
remaining impacted area consists of a minor perennial tributary and a
portion of one isolated wetland. In all cases, normal flows to watercourses
will not be impaired and best management practices will be employed to
insure water quality.
It is our understanding that the proposed activities are authorized
under Nationwide permits 14 and 26. Could you please review the enclosed
information and advise us if we can proceed under this authorization.
Thank you very much for your consideration. Please do not hesitate to
contact me if you have questions or if I can be of assistance.
Sincerely,
C--gA
yant, ASL
Associate
Edward D. Stone, Jr. and Associates
' enclosures
cc: Mike Poplin (VMC)
James F. Haden
COPY
Methodology
Site Context
Characteristics of Caldwell Creek
Soils Information
Vegetation Communities
Descriptions of Proposed Impacts
Sample Point Data and Photographs
Preliminary Wetland Location Map and Quarry Plan

' VULCAN MATERIALS COMPANY
Mecklenburg County Site
Report of Site Visit - October 9, 1990 and Tune 20-21,1991
METHODOLOGY
This site investigation has been conducted to determining if wetlands or
other waters of the United States occur on the 345 acre VMC East
Mecklenburg site, and to determine the location and extent of those areas
which would potentially be subject to U.S. Army Corps regulatory authority
under Section 404 of the Clean Water Act. The methods which have been
utilized are consistent with the procedures for routine and intermediate
wetland determination as described in the "Federal Manual for Identifying
and Delineating Jurisdictional Wetlands", U.S. Army Corps et al. January,
1989.
An on-site routine determination was conducted on October 9, 1990 to
t investigate in a preliminary manner the extent of areas which would be
potentially subject to the regulatory authority of the U.S. Army Corps. All
areas exhibiting positive field indicators were noted and mapped. A quarry
' plan was then prepared and an intermediate level determination was
conducted on those areas which would be impacted by the proposed quarry to
' establish boundaries in the field and to determine acreage of proposed
impacts.
ITE CONTEXT
The site consists of approximately 345 acres of mostly forested land located
' above the headwaters of Caldwell Creek in Mecklenburg County, NC. The
main channel of Caldwell Creek flows generally north through the central
portion of the property and is fed by three primary tributaries and several
minor seasonal streams before exiting the property along its northern
boundary. The total drainage area of Caldwell Creek and its tributaries at the
point it exits the property is approximately 700 acres or 1.09 square miles.
' This drainage area would equate to slightly over 1 CFS (cubic feet/sec.)
average annual flow, therefore, any wetlands or other jurisdictional areas
found within this drainage area would likely be classified as "isolated or
' above headwater areas" and would be eligible for authorization under
nationwide permits for certain activities.

CHARACTERISTICS OF CALDWELL CREEK
The main channel of Caldwell Creek along most of its course through the
property consists of a well-defined, deeply-incised, active channel 3 to 5 feet
wide at the bottom and 2 to 4 feet deep. Along one or both sides of the active
channel is an annual or seasonal flood terrace which is typically 10 to 15 feet
wide. The maximum flood plain (100 year) is approximately 150 to 200 feet
wide at its widest point at the streams lower reaches. A 100 year flood
elevation ranges from about 630 to 660 across the site.

Three main tributaries which contribute to Caldwell Creek are seasonal
intermittent streams. The active channels of these streams varies from 2 to 4
feet wide with an annual floodplain which varies from 4 to 8 feet. The
drainage areas for these streams are generally too small to generate a larger
floodplain than that associated with annual or seasonal maximum storm
' events. Several other dry channels contribute as well during storm events.

u

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MINT HILL QUADRANGLE UNITED STATES
NORTH CAROLINA DEPARTMENT OF THE INTERIOR
7.5 MINUTE SERIES (TOPOGRAPHIC; GEOLOGICAL SURVEY
M*cklwbwg
tcommy Vitat
North earafta
guken
MateMais Company
Mideast Division
To IN
,mmum am X*10,=
NORTH
2000'
VMS Topography

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MINT HILL QUADRANGLE UNITED STATES
NORTH CAROLINA DEPARTMENT OF THE INTERIOR
7.5 MINUTE SERIES (TOPOGRAPHIC; GEOLOGICAL SURVEY
Mikan
Materia?s Company
Mideast Division
Approid drartt . firee
if C C:I? ?s
O
p? is 700 awes
.or 1.09 agave noes.
NORTH
t e
2000'
1
Caldwell Creek Drainage Basin

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Regtdat®d Flooodp
Flood Data _from -eVenburg
qty.:
eete 1514-"So "f604-537,
and 1504-E45
dated January S. 1076,
Mecklenburg Englneertng Dept.

aln/Fl
NORTH
40©'":
tan
Matedais Company
Mideast Division
I
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Stream sections through regulated floodway of Caldwell Creek,
looking downstream.
DISTANCE FROM BANK (FEET)
SECTION
NUMBER 100 Year Flood
Left Right Floodway
Left Right
5 65 60 17 17
6 105 35 18 18
7 115 65 105 18
8 50 55 18 18
9 25 145 18 101
100 YEAR FLOOD
REGULATED FLOODWAY
.ISE*" v *-,?
tv, h'.
; - j
ACTIVE
CHANNEL

n el
ANNUAL FLOODPLAIN
MAXIMUM FLOODPLAIN

TYPICAL SECTION
NO SCALE

EHNR - ENVIRONMENTAL MANAGEMENT 2B .0300
.0309 YADKIN-PEE DEE RIVER BASIN

'
Classification
Name of Stream Description Class Date Index No.

'
to Reedy Creek
Crozier Branch Fran source to Reedy Creek C 4-6-55 13-17-8-2
Wallace Creek From source to Reedy Creek C 4-6-55 13-17-8-3
McKee Creek From source to Reedy Creek C 4-6-55 13-17-8-4
Clear Creek From source to Wes Creek C 4-6-55 13-17-8-4-1
fY .T .? . ^J.£ J... ,.,h5}t. b :t ? •J++.Y.n. t-ytxr :.: JY ' vk.}} v??,. N• rittiY :Ytq. ititii::.., ???y
'v
' v':}:?lvi?::$.vt ..::..::J}ii:::<ryt::J. n:^}:4J:: }:::::q..: ri:'..:::^ :}}.:::. -. : ' :.Y.. ..C. J:.y.::..:.v....... ....•........
Irish Buffalo Creek From source to Kaonapolis Water WS-III 2/1/86 13-
[Kannapolis Lake (Cannon Supply Dam
Lake)]
Irish Buffalo Creek
Pram Kannapolis Water Supply Dam
C
9/1/74
13-17-9-(2)
to Rocky River
Punderburks Lake Entire Lake and connecting stream C 9/1/74 13-17-9-3
to Irish Buffalo Creek
Cold Water Creek From source to Cabarrus County WS-III 2/1/86 13-17-9-4-(1)
(Lake Fisher) SR 1002 (Old Concord-Salisbury
Highway)
take Concord Entire Lake and connecting stream WS-III 2/1/86 13-17-9-4-2
to Cold Water Creek
Edgison Lake Entire Lake and connecting stream WS-III 2/1/86 13-17-9-4-3
to Cold Water Creek
Cold Water Creek From Cabarrus County SR 1002 (Old C 9/1/74 13-17-9-4-(4)
Concord-Salisbury Highway) to Irish
Buffalo Creek
Threemile Branch From source to Cold Water Creek C 9/1/74 13-17-9-4-5
Little Cold Water Creek From source to Cold Water Creek C 9/1/74 13-17-9-4-6
Willow View Lakes Entire lakes and connecting stream
to Little Cold Water Creek C 9/1/74 13-17-9-4-6-1
Lake Lynn Entire lake and connecting stream C 9/1/74 13-17-9-4-6-2
to Little Cold Water Creek
Hamby Branch From source to Rocky River C 9/1/74 13-17-10
Dutch Buffalo Creek From source to N. C. Highway N 49 WS-III 2/1/86 13-17-11-(1)
Lick Branch Fran source to Dutch Buffalo Creek WS-III 2/1/86 13-17-11-2
Jamie Wolf Creek From source to Dutch Buffalo Creek WS-III 2/1/86 13-17-11-3
Black Run Creek From source to Dutch Buffalo Creek WS-III 2/1/86 13-17-11-4
Dutch Buffalo Creek Prom N.C. Highway N49 to Rocky River C 4/6/55 13-17-11-(5)
Little Buffalo Creek From source to Dutch Buffalo Creek C 4/6/55 13-17-11-6
Butcher Branch From source to Little Buffalo Creek C 4/6/55 13-17-11-6-1
Adams Creek From source to Dutch Buffalo Creek C 4/6/55 13-17-11-7
McAllister Creek From source to Adams Creek C 4/6/55 13-17-11-7-1
Bost Creek From source to Rocky River C 4/6/55 13-17-12
Anderson Creek From source to Rocky River C 7/1/73 13-17-13
Horton Branch From source to Anderson Creek C 9/1/74 13-17-13-1
Little Meadow Creek From source to Rocky River C 9/1/74 13-17-14
Smiths Lake Entire lake and connecting stream C 9/1/74 13-17-14-1
to Little Meadow Creek
Big Meadow Creek From source to Rocky River C 9/1/74 13-17-15
Muddy Creek From source to Rocky River C 9/1/74 13-17-16
23 __ N.C. STREAM CLASSIFICATIONS
YADKI N-PEE DEE RIVER BASIN

I SOILS
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The soils of the site consist predominantly of high chroma, well drained,
rocky clays, including Pacolet, Georgeville and Cecil series. The soils found
within the floodplain are somewhat poorly drained Monacan or Enon soils.
In most areas, field indicators of hydric soils were found only within the
active channel or annual floodplain of stream channels and in certain other
isolated locations. For the hydric soil criteria to be met, in a somewhat poorly
drained soil, positive indicators must be found within six to eighteen inches
of the surface. Since none of the soils which are found on this site are on the
hydric soils list, field indicators are the sole means of identification. Field
indicators of hydric soils which have been found in positively identified areas
include gleization (gley), low chroma, mottling, oxidized root zones, and
concretions of manganese and iron. On, nearly the entire site, soils exhibited a
bright uniform chroma throughout the profile to the immediate edge of
stream channels.
1

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Cw a
Uulcun
Materials Company
Mideast Division
rem WS a**
?ls?rls . _
NORTH
2000'

Map
U SQA-SCS -Sails

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Ce82-Cecil sandy clay loam, 2 to 8 percent
slopes, eroded. This well drained soil is on broad,
smooth ridges on the uplands. Mapped areas are oval
and range from 6 to more than 1,000 acres.
Typically, the surface layer is yellowish red sandy clay
loam about 6 inches thick. The subsoil is 47 inches thick.
The upper part is red clay, and the lower part is red clay
loam. The underlying material to a depth of 65 inches is
red and yellow loam.
Included with this soil in mapping are a few uneroded
areas where the surface layer is brown sandy loam and
a few areas of soils that are similar to the Cecil soils but
have a clayey subsoil less than 24 inches thick. Also
included are many areas of rills and shallow gullies, a
few areas of soils that are less acid than the Cecil soil,
and a few intermingled areas of Appling, Mecklenburg,
and Vance soils. The included areas, each less than 5
acres, make up to 35 percent of this map unit.
CeD2-Cecil sandy clay loam, 8 to 15 percent
slopes, eroded. This well drained soil is on side slopes
on the uplands. Mapped areas are oblong and range
from 6 to 100 acres.
Typically, the surface layer is yellowish red sandy clay
loam about 6 inches thick. The subsoil is 47 inches thick.
The upper part is red clay, and the lower part is red clay
loam. The underlying material to a depth of 65 inches is
red and yellow loam.
Included with this soil in mapping are a few uneroded
areas where the surface layer is thicker and browner
than is typical and a few areas of similar soils that have
a clayey subsoil less than 24 inches thick, Also included
are many areas of rills and shallow gullies, a few areas
of soils that are less acid than the Cecil soils, and a few
intermingled areas of Appling, Mecklenburg, and Vance
soils. The included areas, each less than 5 acres, make
up 10 to 35 percent of this map unit.
EnB-Enos sandy loam, 2 to 8 percent slopes. This
well drained soil is on broad ridges on the uplands.
Mapped areas are oval and range from 5 to 300 acres.
Typically, the surface layer is brown sandy loam about
7 inches thick. The subsoil is 29 inches thick. The upper
part is yellowish brown sandy clay loam, the middle part
is yellowish brown clay, and the lower part is yellowish
brown clay loam. The underlying material to a depth of
60 inches is light olive brown clay loam and sandy loam.
Included with this soil in mapping are a few areas
where the surface layer is fine sandy loam or loam, a
few eroded areas where it is clay loam, and a few inter-
mingled areas of Iredell, Mecklenburg, Vance, and
Wilkes soils. The included areas, each less than 5 acres,
make up 20 to 40 percent of this map unit.
DESCRIPTIONS OF SOIL MAPPING UNITS
SOURCE: USDA SCS

EnD-Enon sandy loam, 8 to 15 percent slopes.
This well drained soil is on side slopes on the uplands.
Mapped areas are oblong and range from 4 to 80 acres.
Typically, the surface layer is brown sandy loam about
7 inches thick. The subsoil is 29 inches thick. The upper
part is yellowish brown sandy clay loam, the middle part
is yellowish brown clay, and the lower part is yellowish
brown clay loam. The underlying material to a depth of
60 inches is light olive brown clay loam and sandy loam.
Included with this soil in mapping are a few areas
where the surface layer is fine sandy loam or loam and a
few eroded areas where the surface layer is sandy clay
loam or clay loam, and a few intermingled areas of
Mecklenburg, Vance, and Wilkes soils. The included
areas, each less than 5 acres, make up 20 to 40 percent
of this mapping unit.
GeB2-Georgeville silty clay loam, 2 to 8 percent
slopes, eroded. This well drained soil is on broad ridges
on the uplands. Mapped areas are oval and range from
6 to several hundred acres.
Typically, the surface layer is yellowish red silty clay
loam about 5 inches thick. The subsoil is 44 inches thick.
The upper part is red silty clay, and the lower part is red
silty clay loam. The underlying material to a depth of 110
inches is brownish yellow, yellowish red, and strong
brown silt loam.
Included with this soil in mapping are a few areas of
rills and shallow gullies, a few uneroded areas where the
surface layer is darker brown and less clayey than is
typical for the Georgeville soil, and a few areas where
the subsoil is browner. Also included are a few intermin-
gled areas of Cecil, Goldston, and Lignum soils. The
included areas, each less than 5 acres, make up 10 to
20 percent of this map unit.
-1
GeD2-Georgeville silty clay loam, 8 to 15 percent
slopes, eroded. This well drained soil is on side slopes
on the uplands. Mapped areas are oblong and range
from 4 to 60 acres.
Typically, the surface layer is yellowish red silty clay
loam about 5 inches thick. The subsoil is 44 inches thick.
The upper part is red silty clay, and the lower part is red
' silty clay loam. The underlying material to a depth of 110
inches is brownish yellow, yellowish red, and strong
brown silt loam.
Included with this soil in mapping are a few uneroded
areas where the surface layer is darker brown and less
clayey than is typical for the Georgeville soil, a few areas
of rills and shallow gullies, and a few small areas where
the subsoil is browner. Also included are a few intermin-
gled areas of Cecil and Goldston soils. The included
areas, each less than 5 acres, make up 10 to 20 percent
I of this map unit.

HeB-Helena sandy loam, 2 to 8 percent slopes.
This moderately well drained soil is on broad ridges and
in slightly concave areas around the heads of intermit-
tent streams. Mapped areas are 5 to 100 acres.
Typically, the surface layer is light olive brown sandy
loam about 8 inches thick. The subsoil is 32 inches thick.
The upper part is brownish yellow sandy clay loam, the
middle part is brownish yellow and yellowish brown clay,
and the lower part is mottled yellowish brown, light gray,
and reddish brown clay loam. The underlying material to
a depth of 50 inches is light gray sandy clay. Below this
is light gray sandy clay loam.
Included with this soil in mapping are a few areas of
similar soils that are less acid than the Helena soil and a
few wet areas in shallow depressions and seeps. In
some areas slopes are more than 8 percent. Also includ-
ed are small areas of Appling, Enon, Monacan, and
Vance soils. The included soils make up about 10 to 25
percent of this unit.
MO-Monacan soils. These somewhat poorly drained,
nearly level soils are on flood plains along streams and
drainageways. Mapped areas are long and narrow. They
have a branched drainage pattern. Areas range from 5 to
500 acres. The composition of this unit is more variable
than that of other units in the survey area. It has been
controlled well enough, however, to be interpreted for
the expected use of the soil.
The surface layer of these soils is brownish loam, fine
sandy loam, or sandy loam. The subsoil is reddish loam
in the upper part and brownish or grayish silty clay loam,
fine sandy loam, sandy clay loam, and sandy clay in the
lower part.
Included with these soils in mapping are a few areas
of similar soils that are not so wet in the upper part of
the subsoil. These areas are commonly adjacent to the
stream channel. Also included are small areas where the
soil is poorly drained and a few where it is more acid
than is typical for Monacan soils. The included areas
make up 10 to 20 percent of this map unit.
The organic matter content is low in the surface layer.
Permeability is moderate, the available water capacity is
high, the shrink-swell potential is low, and surface runoff
is slow. The subsoil is strongly acid to neutral, Depth to
bedrock is more than 60 inches. Depth to the seasonal
high water table is only 0.5 foot to 2 feet in winter and
early in spring. Flooding is for brief periods late in winter
and early in spring.
fl

1
PaE-Pacolet sandy loam, 15 to 25 percent slopes.
This well drained soil is on side slopes adjacent to drain-
ageways. Mapped areas are commonly oblong and
range from 6 to 100 acres.
Typically, the surface layer is very dark grayish brown
sandy loam about 3 inches thick. The subsoil is 28
inches thick. The upper part is. red clay, and the lower
part is red clay loam. The underlying material to a depth
of 65 inches is mottled red, yellowish red, yellow, and
reddish yellow sandy loam.
Included with this soil in mapping are a few small
areas of Cecil, Davidson, and Wilkes soils. These includ-
ed areas make up 25, to 35. Percent. of .this maD -unit.
VaD-Vance sandy loam, 8 to 15 percent slopes.
This well drained soil is on side slopes on the uplands.
Mapped areas are oblong and range from 4 to 25 acres.
Typically, the surface layer is yellowish brown sandy
loam about 8 inches thick. The subsoil is strong brown
clay 25 inches thick. The underlying material to a depth
of 50 inches is mottled strong brown, yellow, and red
clay loam and loam.
Included with this soil in mapping are a few areas of
similar soils that are less acid than the Vance soil and a
few eroded areas where the surface layer is sandy clay
loam or clay loam. Also included are small areas of
Appling, Enon, and Helena soils. The included soils
make up about 10 to 25 percent of this map unit.
VaB-Vance sandy loam
, 2 to 8 percent slopes.
This well drained soil is on broad ridges and side slopes
of the uplands. Mapped areas are commonly oblong and
range from 4 to 40 acres.
Typically, the surface layer is yellowish brown sandy
loam about 5 inches thick. The subsoil is strong brown
clay 25 inches thick. The underlying material to a depth
of 50 inches is mottled strong brown, yellow, and red
clay loam and loam.
Included with this soil in mapping are a few areas of
similar soils that are less acid than the Vance soil and a
few eroded areas where the surface layer is sandy clay
loam or clay loam. Also included are small areas of
Appling, Enon, and Helena soils. The included soils
make up about 10 to 25 percent of this map unit.

1

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• NORTH
Materials Company
Mideast Division 2000'

VEGETATION COMMUNITIES
The greatest majority of the site vegetation consists of upland species (UPL or
FACU), or of species which occur equally as often in uplands as they do in
wetlands (FAC). Dominant canopy species include oaks, hickories, pines and
cedars. The species found to be occurring within stream channels and
annual floodplains consist of those usually found in or near wetlands (FAC
or FACW). These species include elm, sycamore, red maple, green ash,
sweetgum, box elder, euonymus, tag alder and blackberry, common
herbaceous species including sedges, honeysuckle, and goldenrod. Actual
dominant species for each area are recorded on the enclosed intermediate
sample point data sheets along with percent areal coverage and indicator
status.
N
1
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11

1
SUMMARY
Those areas of the site which generally satisfy the mandatory criteria as
wetlands or other waters of the United States include the active channel and
annual floodplain of Caldwell Creek and its major perennial and intermittent
tributaries as well as a portion of the isolated wetland which is located in the
northeast property corner and a portion of backwater area associated with the
stream channel crossed by the existing entry road. Those areas which are
separate from active stream channels are isolated and typically less than one
acre in size.
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INTERMEDIATE LEVEL .
DETERMINATION PROCEDURE
FOR IMPACT AREAS
The portions of the site which will be physically impacted by the enclosed
quarry plan as prepared by Alley, Williams, Carmen, and King, Inc. have been
investigated in greater detail to determine the boundary and extent of all
areas which exhibit positive wetland characteristics. A sample plot was
established within wetland each area and a corresponding non-wetland
sample plot was conducted immediately outside each wetland area for
comparative purposes. A data sheet was prepared to document soil,
vegetation and hydrologic characteristics. Intermediate sample plot locations
are identified by the boundary flag number located nearest the sample plot.
Photographs of each area were taken to document typical site and soil
conditions. The wetland/non-wetland boundary of each area was located and
marked with numbered flagging. In nearly all areas, this boundary was
abrupt and corresponded with the top of bank of the stream channel. The
location of each boundary point and sample plot was then noted on a
topographic map of the property showing its relationship to the proposed
quarry plan. Areas of proposed impacts were measured by planimeter or by
typical channel cross-section.
DESCRIPTION OF PROPOSED ACTIVITIES
The portions of the mining plan which contain potential jurisdictional areas
include the entry road, quarry area, processing and stockpile area, earthen
berms, and freshwater pond embankments. All jurisdictional areas which
will be impacted consist of minor intermittent stream channels located well
above the headwaters or isolated wetlands less than one acre in size. The
total of all impacts to these areas including road crossings, actual fill, and
inundation is approximately 1.25 acres.
Entry Road
The proposed entry road generally follows the alignment of the existing
agricultural access road. This roadway will cross a portion of one isolated
wetland associated with a seasonal intermittent stream. The total area to be
impacted by the crossing is approximately 150 feet long and consists of
approximately 0.08 acres. An upstream rock dam and retention impact 0.02
acres with fill and will temporarily inundate an additional 0.11 acres of this
isolated wetland.

J
1

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Quarry Area
The quarry area is situated roughly in the center of the site and will impact
two minor intermittent tributaries (dry most of the year). These tributary
channels consist of an incised channel only with no associated sidestream
wetlands. The total area which will be impacted by the quarry consists of
approximately 0.26 acres.
Processing and Stockpile Area
The processing and stockpile area is located south of the quarry site and will
impact one minor intermittent stream channel which consists of an incised
channel (dry most of the year) and a portion of an associated sidestream
wetland. A total area of approximately 0.38 acres of jurisdictional area will be
altered by this activity.
Earthen Screen Berms
Earthen berms and natural buffers will be utilized to screen quarry activities
from adjacent land. Two berms will cross minor tributary streams to
Caldwell Creek at their upper reaches. One stream is an intermittent channel
only (dry nearly all year) consisting of approximately 0.02 acres within the
berm crossing. A second berm crossing will impact approximately 0.12 acres
of a minor perennial tributary to Caldwell Creek. The impacted area of this
stream consists of the channel only and does not contain sidestream wetland
areas.
Freshwater Pond Embankment
An earthen embankment structure is proposed to cross a minor perennial
tributary to Caldwell Creek above its confluence with the main channel. The
structure and the upstream area which will be permanently inundated, as a
result, will impact a total of approximately 0.26 acres of jurisdictional area.
This retention area will serve to provide a source of water for mine
operations and to detain stormwater flow. The area which will be impacted
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s act
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sidestream wetlands.

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SCALE: 1 INCH EQUAL 200 FEET I, ~z~C-tom / { ~ I "L'• 2 . 1 \V \\\1 W. L M(TfGI~ .
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RISSIDt PffB 36DON'M'P? ~ ~ . I• ~~~61 • A TEMPORARY CONST.
~ .t ; ~ ENTRANCE \ yAWttr a woa'r v\
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0 a E 1,516,500 E t,5" X00 E 1,517,500 E 15'6,000 E 1.516.500 E '..519.000
1,515,500 1,516,000F 1,516,000 1,515,000 2 1,51 J,500 1,511,000 1.514,500 i,513,D00 NORI[ONIAI DITUY pNfRARt - MS[0 011 NORIN ¦R[r r ,eua.r owa NNrt G ~ NOIN2ONTAL DATUM eRRRRART - BAUD ON NORTH 1rION 111
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207 SOUTH MAIN STREET P.O. BO% 1218 rrt. ^J~ ~ EAST MECKLENBURG QUARRY
KANNAPOLIS, NC 2eoe2 701/93E-1515 ply, 2 nvlR wa ~ [oNloul IN¢RVA1 z an; ~ No. 90535 ~
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? • r ~ ~ I I ~ ~ SEE DETAIL SHEET 2 ~ ~ ~ ~ I, ~1'.~~. ~ -
S 7 , / I ~ \ ~ ~ _ , i ? • • a a ~ I, ~ I, AMP DITCH No_ 2B ~ ~ 15 1B' E I ~ ~ l % I ~ L• i.! I• I ~ I ~ 1 ~ I SEE DETAIL SHT 1~ 6/ O , B0,1 ~ ~ ~ ~ ~ ~ ~ , ~ 1 • ~ ~ ~ t i ~ I ~ ~ ~ ~ I I 1 , ~d z~ , ,
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~ SEE DETAIL Sffl_I ~ \ ~ / / , , r ~ ~ ~ I ~ i ~ l % ~ Ill ~ srtvrYl. aroo~s
I ~ Y - ? 9 ? a 7 ~ I... I I I~ p -X ~ ~'i i
- ~ 1 f • • ? , / ~i r X, I , y i ~ ~
~ ~ ~ i ~ ~ _ I , ? . ~ . '.S ISLE POINT • • Pr 'SUMP PUY - _ i IT ~ I. ~ ~ ~ r , x
- ti --t ~ I ~ ~ ' ' 1 / ~ - i Lousy a cYnsrrY~urr ~ I ? .0' ~ - ! , d ~ i i ,
f ` _ _ • . ~ 1NI t1AL MINING, ~ ~ i ~ ~ , ~ r' ,
- - t . - - - - ~ I . ~ AREA . _ ~ / / 1 ~t :A ~ ~
o . I Y ~v _ . 1 i~ i - t / i /
, ~ f ~p A' M _ _ 1 1' R ~ _ 1 T D i1 AR - - ; . ~ 6 _ - v~ ? ~~O ROCk DAM S£DIM£.57 BASLM1' No 13 i ~ ~ ~ ~ I ~ i r a-r:'r i I 1 , ~ B _ _ ~ ~ ~O ,SEE DETAIL SfiEE.° 2 f o r / ~ ~ LIMIT ~ ~ ~ ~I . s ~ , ~ , . : ~ ~ ~ 1 6' ~ ~ V
r ~ r A cR~s , ~ RCS , , ~ , ~ ~ ~ p- 6 1 I i
M~ _ A , - t1:.~ - . ~ , A L~, '.Y ~L G f~ 6 80 DAFT - , ~Y C ~ _ - - - - - -,~1_. f . ~ t ~ J, , ~ _ ,
. - r ~ ti- - - - i' ' . . A - ~ r0 ~ a lend -
AM LEI PO NT10~"'r° p . ; I A 1 _ \ `
ROCX DAM SEDIMENT BAS1N No 15 r, ~ ~D1TCN No 25 ~ ~1 SEE DETAIL SHEET 2 _ _ ~ O4 SEF. DETAIL SNT 1 \ ~ 1 ~ 710
, ~ , 1. ~1~ 660, ~ ~
1S~HaR~F~~ S MPL '~P IN .~T. - R n ~ _
PonvT ~ t 9 y ~ 0 w~ leea'~c 1 ~ -.iy
~ ~ - - - - - - ; DITCH No 23 ~ Jt ~ \ ~ , ~ POND DETAIL ~ SEF. DETAIL SHT i ~ ~a ~ ~Ltv ~L I ~ C' °d V ~l i ~ y 'Ib3~ 60 ~ ~ 1~.
SF,E DETAIL SlfT 0 _ w - t w~u ~ ~ ~ ~ ~ l r ' - ~ ~ 5 Ao~ _ - ~ ~J~ I \ , ~~ROCh" DAM S'£UfMENT BASIN No 12
' ~ _ EsH w~TE ~ DITCH No 23 ' j - ~ ~ ) ~ SEE DETAIL SHT I ~ STORN I?ATER DFTENSlDN POND' ~~DrTL'H No 21 A ~ ~ ~ ' { SE'E DETAIL SHT 1 u " ~ SEd DETAIL SHEET Na 2 - - - -
ND SEE DETAIL SREET s - - , , 1 - - ws=69~ ~ ~ !SETTLING ! POi I DITCH ,Yo 22 1 I ~LING ~ PONDS ~ ~ ~ ~ r 1 ~ > ,,y
I ~ ~ ~ SEE DETAIL_SM 1 w•e1 a -i ~ . ~I
`ti a-w ~ VS ELEV. 700 I ~ vS ELEV. i ' 109 .5,,,...,..., :J1 vS ELEV. 706 J r
~2, • ~ ~ v, _ ~ - - _
- . n _ - - _ ~ >~e ~ . ~ ~ ~ ~ a DITCH Na 20 ~~V ~ t z ale " 0 `I ~ I - ~ ~~SEE DETAIL SHT 1 ~ ~ i ~ r
- - ~ - . - . I
~ ~ i ~ ~ lam.
~ - ~ ~ N ~N v + b r I. ~ Icy, ~ ~ - I . it 1 ~ I 1 > I 1 l 1
1 ~ i ~ ~ ?o ref, ~ ~ ~ ~ . 'f., ~1 I . 1 S - 7 ~C ~ v ~J \ 1 , , I • I~
- ~ H 'a 9 - ~ , a,, w N~ , ` I 1 4 ~ I \ U o I ~ r,~ 1.. i i 1j
---I-- - s I ~ I I' I ~ . 1 ~ 11.4 ~ CMP 0 2 5~ i i_ " 1 / 1 ~ DITCH No 17 I
i ~ ~ ' , 1 _ ~ P1PE No 7 i r, ~ i 1.. - 1. - I 19 1 ~./l SEE DETAIL SHT 1 , II I i ~ '1' I 1 1 1/ MLWY.1. IIJJIS
/ i i 4B~ CMP 6 2 7[ ~ V 1 ~ 1' ~ + S N~ ,4 a.: 1 i , I~~f~ ti ~ „i19 ~ ~M ' / P7 ht ~i ~ i 7 ~ -11 ~ l , 7
t ~ ~ 1 ~ 1 -r_. i - r ~ I y ~ - ~~r~ i it 1', 1 ~ w e - / . y..... .090 ~ i~vwf 1 1
' 1 UITCH No 19 I i i i 1 i ~
- ~ ~ ;I,~I ~~a ~ ~ 5 t y: ~ _ 1. ~ ~ ' SEE DETAIL SHT 1 I i ~ 1i i 1 ~ ~ ~ 1 I ~ - _ ~ ,
i ,I ~ I ~ L . ~ I ~ , ~ r ~i~~ II n I
- - I- - y ~ 1 ~ 1j 1 I z i I ~ Z
~ !f , 1d 4 . i...A~ 1-.. . z - ~ ~ ~ DITCH .5'0 24 It f,. - 1- _ ~ \ r' I II I 1 w I , 11
SEE' Df.'TAIL SHT 1 ~ I - - - - ~ ~ .f ...1 II I. f~ , I1 p I C ~ ~ I ~ EDIMENT BASIN No 11 I -i AM S 1 v ROCX D I -1 I
v f 6e , ~ 'a-` ~ ~ I ~ j. ~ . ~ I r 'I SEE DETAIL SHT 2 r II i II i ~ 1 X71 f - 1 1 ~ 1 II I t
~ K ~ ~ ~'ROGES J/'~~ 1 I I - - i 1 ~ i ES A 2 1 D~ E f 'A I , ~ ~ ~ I r ~ 54 L ~T ~ I DITCH No 17 i
EWER ~J t STOCKPIL ~ ~ , 11 i li~~] SEE DETAIL SHT 1 ~OCKPIL ~ ~ I ~ i ryp ~
_ ~ 1 ~ ~ I ~ ~ I ~ A I ~ t. u • ~ r':--i ~r
~ Ir REA A I I ~ ~i 1 1 ; - , 1 p I AREA ~ ; / ~ V~~. p ' - - ~ ~ II~ '.J i
- ~ 72 1..~ 36 .ACRES l 6 ;,~CRES~~ ~ ~ - I I, i_ ~ _ 1 5 r-- I I ~ J r IN - ~ Iii I
. _ ~ ~ , P RMA,N . 18- CPP - f ~ ~ ~ ~ ~ I S.AM. ~ E F,57 SLOPE' URALY 111TH ,Lr t ~ I i SAMP~E,:_:P~W 1 i - - ' ~1 ;,A:t, ' I I ~ mil C - ON ~0
'~O I _ ~ N -1 - OUTLET PROTECTTDN (TrPI I ~ • ' , r "r.,. LL i 1 ~ I O
~~;~~!I II'! I t I ~ ~i l ' ' ~ ~•te r
8 ' ~ ~ ;,t ' . . ~ . . _ I i ~
I _ - ~ - - ~1 L ° - I I i
~ ~ DTTCH No 4 ~ , 4 ` s£E Dervi sxT 1~.~ ~ , ~ a A~~~tuao I.
z i 50 4~ ~ b t. Q i - J t' ROCK DAY SEDIYEN? BASIN' , _ \ ` t , ' ~14 ~ f~~ ~
w (~-/\V 1 ~ f 3.- 1 A)1 ! ~ ~ ~ ~ nr+. rr curry ~ ~ ~I l h... i , r i
~~qR.o 0o- ~ I - J 1 ' , ~occ un _ _ ; ~ . y° I 1 j _ 1 1~ / - r` 7`~ 'I r Stf01'
Ro ',SEDIMENT BASIN No v ~ ~ISEE DETAIL SHEET 2 j ~I ~ ~ ~3 ~ ~ , - ~ o A ~ ti / ~ r' ~ _i I / No 4 } I - . 4? ~ DITCH No. 1 7
1 I I ~ , ~P SIf E I I 1 ! ti i ~ ~ ~ ~ I-f. ~ Q ~ ~ I ; ~ ' i ' 1T ,Ko 4 - SEE DETAIL SXT 1 AIL sHr I]l''
~ ~ ~ ~ ~ ~ N 3 + ~1 I D1TCX . o ~ I a , I ~ t u 1 I ~i _ I' 1
SHT _ EE DETAIL 1 _ a S o ~ ° ~i ~I~I ~ ~ ~ -~.-R W~ An i R ~a_ +a N 185
_ ~ ~~~I ~ I Q"Odell _ ~ I~'- 1 ~ , t ~ _ _ _ - 4q I AM ~4 - - - RR..
A'~BENARLE R ~ ~ ~i c- R.n r 1 30J . l j ~ I I ~ \ ~ p ~ - - - 1 DITCH No 16 1 y R p`p[® 1 DITCH No 18 4- ISEE DET411. SHT 1
o _ - - o Al\ % of r~' 7, ~ I' y A \ / - SEE DETAIL SHT 1 DITY'H No B J
1 ~ ~ / \ j d N R7 AC I 1 I - I -T ~y~Vr \ - d PA~ U I r. oN 1 ~ I / qq 1 -ri \y\ SEE DETAIL SHT 1 ° PIPE No 5 24CMP 0 2 7X GRADE 9 I _ F7TH OUTLET PROTECTION'
l7CLh'!TY MAP - ~ ~ DA - 585 AC a C - OSe L --J \ -'o- / ,D 1 I I70f No 15
rv - - r I _ - - 'ac ' I ~ p - p SEE /DETAIL SHT 1 n a 1
~ - Iti ~ ' - - 1, S TI ~ ~ DITCH No 2 1 DITCH No 11 1 ~ ~ 1 b -1 R 1 SEE-DETAIL SHT I ,
- ~ r - P ` y SEE DETAIf. SXT 1 L. p1v ~i1\ 11' f
EAST MECKLENRURG TRACT ~ ~m - ~IR~, ~ , s ~ , ~ . ~ , - - ~ ,~rd ~ ~
, ~ - 4 ~ ~ , 1 w-eeoecl ; pv N,Dn 7B
7 , i - . _ - PIPE ,Vo 1 ,tp ~R MECKLENBURG COUNTY NC - , _ - ~ ti p _ 'I ~ i BO CNP 0 1 5~ GRADE I "1 ~rA 1 F
~I ` 11117( OU7LET PROTECT70NJ a f ~ _ ~ ~ I - - DlTCN No 2 } - u e l i 6 N~ i
~ ~ ~ I SEE DETAIL SHT 1 r~r ~ 1 O 1 I AC , 1 ? pQ DITCH No 5 -J 9 P
Y TLANDS DETERIVIINATION ~ . , PRELIMINAR WE a ~ n. a ~'R%" rITCH No 1 ' S lMF.NT BASIN No 1 I ' ROCX DAM SEDIMENT BASlN No 2 - O `p SEE DETAIL SHT 1 J i o-~ 4- O~LhR a I a, / R v .v 1 , T, ' / v D i S KO _ W
SEE DETAIL SHT~ SEE DETAIL SHEET 2 LEE DETAIL SHEET 2 _ _ J I I CNAA1fS [ CPRMTR, M.
~ , ',I ~ Prcpared by: o~ ~ n~T ~5 R ~ • t \ i 1 1 / \ Z• /
N% ,J1 'N \ W AC
Edward D, Stone, Jr. an A.SSOC~ates 8
~ _ I , J / rI~ DITC o. 13 ii r r 9 0`3~ S DETAIL SHT`NvI
outine on-site determ~ anon conducted October 9, 1900 Z ~ I r c~l \ , p i i ~ , I 5 V \ .
~ " ~ Intermediate on-site d~~ ~rmination (selected areas conducted .o ~ _ I CH NO 12 \ \i DITCH Nob} r d LEE DETAIL SHT I \ \ 1 11 .O
Junc, 20-211991 ~i v ~ I _ I ~f SEE DETAIL SHT ] r . DORMS
I DR H No 2 SEDIMENT BASIN No. 7 r DIT H No 2 SEDIMENT BASIN No 7 vv /
2o- NOTE: ALL AREAS SH WN ON THIS PLAN ARE UBJECT ~ SEE~~.~ AI SHEET 2 y SEE DETAIL SHEET 2 SEE DETUL 1 SEE DE-I b \ 1 l TJD'-- - 0 \ \ \
TO VERIFICATION I3 U.S. ARMY CORPS WIL INGTON ~ , , SEDTME.PT BASIN No. B \ \ \ SEE DETAIL SHEET 2 ROCK DAM SEDIMENT BASIN \Vo 7,0
~ 1 DISTRICT ~ ~Q - - \ SEE DETAIL SHEET 2 fDfTCH NO 10
~ ~ SEE DETAIL SHT 1 v - - 780 DITCH NO 11
- SEE DETAIL SHT J 7
SCALE: 1 INCH EQUAL 200 FEET I, ~z~C-tom / { ~ I "L'• 2 . 1 \V \\\1 W. L M(TfGI~ .
DATE: J ULY 3, 1991 °o D17 e y 4~ 0 C~ auk o c o 2 - - D77TW No T - - - RR ENJRAN 1 ROAD A z
o I se, i P I dpw- SEE DETAILNT 1 RR
Z LEGEND ~ I 1~ 30 PIPS oNoN 4 r~~ 30' CMP 0 ~P 3T PIPE No 3
~D~P>r Q ? SAMPLE POINT INTERMEDIATE) JUNE 2 ~21, 1991 ~ I177T1 OUTLET PROTECTION 30- CMP 0 2 BX GRADES - - ~g7~p1 T 0 x LM OUTLET P_ROTECTIONJV'
/ - - - 7 y V~ < rSEDIMENT $4S IN No 5
. ROCIE DAM SdD11/ENT PTl ® ~ , rS~ SEE DETAIL SHEET 2 SEDIMENT BASIN No 8 I' - , SEE DETAIL SHEET 2
SAMPLE POINT ROUTINE) OCTOBER 9, 1990 - r DT1Y'H No- B ~ - J , SEE DETAIL SHT I -
RISSIDt PffB 36DON'M'P? ~ ~ . I• ~~~61 • A TEMPORARY CONST.
~ .t ; ~ ENTRANCE \ yAWttr a woa'r v\
r ®~RR~ PROPOSED FILL - ,.t eww o emRD[e et rr k
R A CROSSING PROPOSED 0 ~
0 PIPE No 2 1B' COP 0 2. OX GRADE IIITTI 0 (1TLE7 PROTECTION [i
o DRADPAOf AREA a :SU,~ INU DATION o ~ a~ PROPOSED z
0 a E 1,516,500 E t,5" X00 E 1,517,500 E 15'6,000 E 1.516.500 E '..519.000
1,515,500 1,516,000F 1,516,000 1,515,000 2 1,51 J,500 1,511,000 1.514,500 i,513,D00 NORI[ONIAI DITUY pNfRARt - MS[0 011 NORIN ¦R[r r ,eua.r owa NNrt G ~ NOIN2ONTAL DATUM eRRRRART - BAUD ON NORTH 1rION 111
n01rtMU N>NI ~ ~ Ad1 ~ Y[fIN;AI UANN - Y[AN $U Uil'[L Olley, WIIIIORIS, carmen, & king, InC. 5 g mvAO, 1aR d ~ wnoNAi uoanc oAlw a n:+ 5 6 ~nNr mrnw wn d el.aN moo 14X&THMLLAI D CEOM 00[ - TIC 01r U NFTY SEA M 1 192% CONTOURS IN [RF[D AREAS AR[ AMDD[IWR Uultan
ru aRRCr OONIOUR$ IN 7R[[0 lR[A$ ARF APRROXIYAT[ CONSULTING ENGINEERS A .~-~N~ ~ 5 n ' c~nu * nu r^ - MMNMIO C01 MINE MAP
207 SOUTH MAIN STREET P.O. BO% 1218 rrt. ^J~ ~ EAST MECKLENBURG QUARRY
KANNAPOLIS, NC 2eoe2 701/93E-1515 ply, 2 nvlR wa ~ [oNloul IN¢RVA1 z an; ~ No. 90535 ~
I~ I