19970886 Ver 1_COMPLETE FILE_19971014

DEM ID: CORPS ACTION ID:'
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 12
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COLLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Charlotte-Mecklenburg Utility Department
2. MAILING ADDRESS: 5100 Brookshire Boulevard
SUBDIVISION NAME:
CITY: Charlotte STATE: NC ZIP CODE: 28216
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): Steele Creek Area - See attached report for
general vicinity map.
3. TELEPHONE NUMBER (HOME): N/A (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Dnijglas 0 .Bean- Kpy Rucineec Fxerutive
Charlotte-Mecklenburg Utility Department
5100 Brookshire Boulevard.
Charlotte, NC 28216 [phone]
S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Mecklenburg NEAREST TOWN OR CITY: Charlotte
See attached report
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : See attached report
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributaries of Steele Creek & Sugar Creek
RIVER BASIN: Catawba (Sugar Creek Sub-Basin)
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b.'IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR.
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [x] IF YES, PROVIDE ACTION I.D. NUMBER OF-
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: ±12 Acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
Approximately 0.12 Acres (primarily bank to bank locations of small channels)
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0-19
Tamporary dicturhancp dup to construction
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:
CHANNEL EXCAVATION:
PLACEMENT OF PIPE IN CHANNEL:
CONSTRUCTION OF A DAM/FLOODING:
OTHER: Iltilitylinp rnnctrurtion
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
See attached report and plans
13. PURPOSE OF PROPOSED WORK: See attached plans and report
3
14. STATE REASONS
OUT IN WETLANDS.
IMPACTS):
See attached plans and report
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: N/A - See attached report (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: N,Ie see attached ropnrt
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [k] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO IQ
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
4

18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY-COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
Annexation Project
Steele Creek East Area
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 441 CERTIFICATION CONCURRENCE
Prepared For:
Charlotte-Mecklenburg Utility Department
Engineering Division
Charlotte, North Carolina

Black & Batch Constma an_ Inc.
8604 Cliff Cameron Drive
Charlotte, NC 28269-8505
Prepared By:
Leonard indn ez PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone]
*Subject to verification by the USACE and NCDWQ Date : 9/28/97
LEONARD S. RINDNER
Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
September 28, 1997
Mr. Steve Lund
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 143
Asheville, NC 28801 - 5006
Mr. John R. Dorney
Division of Water Quality - NCDEHNR
Environmental Science Laboratories
4401 Reedy Creek Road
Raleigh, NC 27607
Re: Annexation Proiect - Steele Creek - East
Dear Sirs:
On behalf of Charlotte-Mecklenburg Utility Department, I am requesting your review of the enclosed plans.
I have also attached other information pertaining to the site. The proposed use of the site is a sanitary sewer
trunk line to serve the a recently annexed area to the City of Charlotte. Preliminary planning included a
wetland delineation, and a review of several alternative alignments based on environmental factors,
construction limitations, and other factors.
Tthe project area is made up of early and secondary succession forest, active or former agricultural land, and
previously developed land. Sugar Creek is a tributary of the Catawba River and is currently classified a
Class C - aquatic life propagation and survival, fishing, wildlife, secondary recreation, and agriculture.
Generally the site consists of Monacan (Mo) soils near the creeks and drainage ways.
Sammgry Qt dalc6mal Waters of the U .S.
Wetland Hydrology
The unnamed intermittent/perennial tributaries are considered surface waters. Wetland hydrology is provided
by a perched water table, seeps, springs, and surface runoff over a clayey subsoil. Although the site
conditions were apparently dryer than normal, there was adequate indicators to determine areas subject to
ponding and/or flooding behind riparian berm.
Hvdronhvtic V=Won
Wetland areas and along tributaries is dominated by Facultative, Facultative Wet, and Obligate Vegetation
and includes red maple, hornbeam, sweetgum, alder, green ash, willow oak, willow, silky dogwood, and
others. Herbaceous plants include sedges, soft rush, jewelweed, poison ivy and other typical wetland species.
Ligustrum is dominant in the shrub layer in non-wetland areas.
Mr. Steve Lund - USACE, Mr. John R. Dorney-NCDWQ
Annexation Project - Steele Creek East Area Trunk Sewer - Approx. 2.80 Miles
Request for NWP 12
Page 2, September 28, 1997
Hydde Soil
According to Soil Conservation Service, Technical Guide-Section H-A-2, June 1991, Mo soils are listed as
Map Units with inclusions of Hydric Soils in Mecklenburg County.
Headwater Forest (PSSIA, PFOIA) = ± 0.035 acres
Bak to Bank Tributary = + 0,085 Ams
Total Jurisdictional Waters = + 0.120 acres
1) Bank to Bank (PFOIA) 0.002 acres
2) Wetland (PSS1A) =± 0.025 acres
3) Bank to Bank (PFOIA) 0.011 acres
4) Bank to Bank = ± 0.010 acres
5) Bank to Bank = ± 0.005 acres
6) Bank to Bank = ± 0.005 acres
7) Bank to Bank = ± 0.005 acres
8) Bank to Bank = ± 0.005 acres
9) Bank to Bank = ± 0.005 acres
10) Wetland (PFOIAJPFOIC) 0.010 acres
11) Bank to Bank = ± 0.005 acres
12) Bank to Bank = ± 0.005 acres
13) Bank to Bank = 0.010 acres
14) Bank to Bank = ± 0.010 acres
15) Bank to Bank - + 0005 acres
Total Jurisdictional Waters Disturbed = ± 0.12 acres
PROPOSED AVQMANCF,1 LWMI ATio-N An MIT GATtON
The department has pursued professional planning input to develop this project and maintain sensitivity to
environmental concerns. Preliminary planning involved site analysis and consideration of environmental and
regulatory issues. Topography, natural features, soil and rock conditions, existing land use, and engineering
requirements were factors in determining the location of the trunk line. Once the final extents of the wetland
areas were determined, a very strong effort, as depicted on the plan, was made to adapt the alignment to
avoid and minimize disturbance to wetlands to the extent feasible. Except for temporary construction and
development impacts the proposed project should not cause significant impacts to the ecological functions
or values of Jurisdictional Waters of the U. S..
v' e
Most of the wetland areas on this are located adjacent to headwater tributaries or between the riparian berm
and the base of ridges that border the floodplain. The width of the floodplain varies however they tend to be
narrow in these headwater areas. The sewerline has been located to extent possible between the riparian
berm and the wetland areas behind the berm. A minimum 10' area along the streams will remain undisturbed.
Mr. Steve Lund - USACE, Mr. John R. Dorney-NCDWQ
Annexation Project - Steele Creek East Area Trunk Sewer - Approx. 2.80 Miles
Request for NWP 12
Page 3, September 28, 1997
Although the distance is a minimum of 10', the average width of the buffer is approximately 25'- 39.
Minimization
This project will be designed and constructed to conform to the Corps of Engineers Nationwide Permit 12
and Regional Conditions (June 19, 1997) or Regional Permit 049 (Utility Line Backfill and Bedding) and the
North Carolina Division of Water Quality, General Certification for projects eligible for the Corps of
Engineers Nationwide Permit 12 or Regional Permit 198100049.
Best Management Practices will also be employed to minimize impacts to Jurisdictional Waters. This will
include:
- Siltation Barriers
- Sediment Traps and Diversion Ditches
- Barricades to define construction limits to sensitive sites and to protect trees
- Preconstruction meetings
- Other methods as appropriate
- Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas to be preserved.
Methods to prevent short term impacts will be inspected regularly and maintained during construction of the
project. Wetlands to be clearly marked prior to construction to prevent accidental damage to wetlands. The
contractors will be held responsible for unauthorized wetland damage not permitted according to plans and
specifications. Preconstruction meetings shall be held if necessary with representatives of the USACE and
the NCDWQ.
Short term construction impacts, primarily stream sedimentation will affect aquatic habitat,
however this will be minimized to the extent practicable to promote rapid recovery. Project construction will
strictly adhere to an approved Sedimentation and Erosion Control. Plan. Best Management Practices will
include utilizing siltation trapping ponds and other erosion control structures where appropriate. Impacts
from hazardous materials and other toxins to fish and aquatic life such as fuels will be avoided by not
permitting staging areas to be located near surface waters. Also, as required by the 401 Water Quality
Certification conditions, measures will be taken to prevent "live" or fresh concrete from coming into contact
with waters until the concrete has hardened.
Restoration Plan
As required by Nationwide Permit 12, the topsoil shall be saved through the disturbed area and the top 6"
to 12" of the trench will be backfilled with this topsoil to encourage rapid re-establishment of previous
vegetation conditions. Excess material must be removed to upland areas immediately upon completion of
construction. The contours throughout the area of disturbance will also be restored immediately upon the
completion of construction. An annual species suitable for wet locations will be planted within jurisdictional
wetlands for soil and erosion control. Perennials such as fescue will not be specified. The remaining
Nationwide Permit 12 and 401 Water Quality Certification conditions which includes the following will be
incorporated into the plans and specifications of the project.
Mr. Steve Lund - USACE, Mr. John R. Domey-NCDWQ
Annexation Project - Steele Creek East Area Trunk Sewer - Approx. 2.80 Miles
Request for NWP 12
Page 4, September 28, 1997
Grassing Specification
Disturbed wetland areas shall be stabilized with annual small grains that will initially stabilize the soils and
then allow the natural vegetation to become re-established. For stabilization, outside the optimum planting
windows, using a mixture of species on either side of the window may increase chances of a good stand.
Germination will be most difficult in the December - February period. For wetland stabilization during this
period, it will be necessary to be sure that wetlands are well mulched. Annual lespedeza could be added to
any planting mixtures during this period because it will germinate during the first warm days of spring.
Seeding M> dure
Dates TvUes
April 15 - Sept. I Temporary Crop
Jap. Millet or Sorghum 40 lbs /acre
Aug. 25 - Oct_ 31 Wheat 50 ibs /acre
Kobe lespedeza 15 lb/acre
Nov. 1 - April 15 Wheat or Winter Rye 40 IN /acre
Kobe lespedeza 151b/acre
Nurse Plants
Between May 1, and August 15, add 10 lbs/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or
August 15, add 40 lb/acre rye (grain).
Other aMime muses g[ awmAls suited to wet caMilLos my be selead mdth r
t,?grAsses shall be used in wetland areas
Excerpts from NCDWQ Conditions of Certification (Applicable to this project) and USA CE Regional
Conditions to Nationwide Permit 12
NCDWQ Conditions of Certi, ficadon
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General Certification and the
conditions of Nationwide Permit 12 or Regional Permit 198100049. Any condition in this certification which
is not met requires notification to and concurrence from DWQ;
2. The edge of the construction corridor is installed parallel to and closer than 10 feet (3 meters) to a
stream or if the utility line crosses a stream channel at less than 75 degrees or more than 105 degrees of the
stream bank;
3. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000
USGS topographic map as permanent or intermittent shall be installed with no-seam piping. If no-seam
piping is not able to be installed, written concurrence from NCDWQ is required.
Mr. Steve Lund - USACE, Mr_ John R. Domey-NCDWQ
Annexation Project - Steele Creek East Area Trunk Sewer - Approx. 2.80 Miles
Request for NWP 12
Page 5, September 28, 1997
4. Construction corridors parallel to streams shall be placed at the furthest distance from the stream to
the maximum extent possible;
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of
the state until the concrete has hardened;
6. Placement of rip rap is restricted to stream bottoms and banks directly impacted by the placement
of the utility line. Rip-rap may only be used below the normal high water level, The stream berm must be
restored to the original contours after construction;
7. That appropriate sedimentation and erosion control practices which equal or exceed those outlined
in the "North Carolina Erosion and Sediment Control Planning and Design Manual" or "North Carolina
Surface Mining Manual" are utilized to prevent exceedances of the appropriate turbidity water quality
standards (50 NTUs in streams and rivers not designated as trout waters by NCDWQ; and all lakes and
reservoirs; and 10 NTUs in trout waters);
8. All sedimentation and erosion control measures placed in wetlands shall be removed and the
natural grade restored after the Division ofLand resources has released the project;
9. Annual species suitable for wet locations shall be planted within jurisdictional wetlands for soil and
erosion control. Perennials such as fescue are prohibited;
10. No fertilizer shall be applied within 10 feet of streams;
11. The construction corridor (including access roads and stockpiling of materials) is limited to 40 feet
in width in wetlands and must be minimizes to the maximum extent practicable.
12. Permanent, maintained access corridors shalt be restricted to the minimum width practicable and
shall not exceed 10 feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle
turnaround must be spaced at least 500 feet apart.
13. An anti-seep collar (See detail) shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet up the gradient until the utility exits the wetland for buried utility lines. Anti-
seep collars may be constructed with Class B concrete, compacted clay, PVC pipe, or metal collars. Wetland
crossings that are directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10 -5 cm/sec or less. A section and plan view
diagram is attached for the anti-seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded
course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular
course aggregate 5.5
C) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2"to 4"
e) Minimum strength - 28 psi 2,500
Mr. Steve Lund - USACE, Mr. John R. Dorney-NCDWQ
Annexation Project - Steele Creek East Area Trunk Sewer - Approx. 2.80 Miles
Request for NWP 12
Page 6, September 28, 1997
14. This general certification does not authorize any permanent changes in preconstruction elevation
contours in waters or wetlands. The permitee will have a specific plan for restoring wetland contours. Any
excess material will be removed to a high ground disposal areas;
15. If an environmental document is required, this certification is not valid until a FONSI or ROD is
issued by the State Clearinghouse;
16. N/A
17. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will not be
required for this Certification if written concurrence is not needed.
18. Written concurrence is required if the maintenance corridor is greater than 10 feet wide.
19. This certification does not relieve the applicant of the responsibility to obtain all other required
Federal, State, or local approval.
Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties. The
Director of the NCDWQ may require submission of a formal' application for Individual Certification for any
project in this category of activity, if it is determined that the project is likely to have a significant adverse
effect upon water quality or degrade the waters so that existing uses of the wetland or downstream waters
are precluded- Public hearings may be held for specific applications or group of applications prior to a
certification decision if deemed in the public's best interest by the Director of the NCDWQ.
Additional USACE Regional Conditions to Nationwide Permit 12 (Applicable to this project)
Temporary placement of excavated or fill material in waters and wetlands will be for the absolute
minimum period of time necessary to accomplish the work.
Each individual crossing will be stabilized immediately with native vegetation. Stabilizing with non-
native grasses (i.e., fescue, etc.) is prohibited
- Anti-seep collars must be installed at no greater than 150-foot intervals on all sewer and drain lines
placed in wetlands, and all utility lines must be installed to prevent drainage of wetlands (i.e., no French
drain" construction, etc.)
The total width of the access corridor excavation and temporary fill area (including mechanized
land clearing) is restricted to no more than 40 feet and must be minimized to the extent practicable.
MBEA31MD AN ENDANGEUD SPFtQES
Federally listed plant and animal species with endangered or threatened status are protected under the
Endangered Species Act of 1973. The US Fish and Wildlife Service has identified two endangered species -
Schweinitz's sunflower (Helianthus schweinitzii), and the Carolina heelsplitter (Lasmigona decorata).
Schweinitz's sunflower thrives in full sun characteristic of successional fields, margins, and forested
openings. A review of USGS Maps at the Natural Heritage Program at NCDEHNR in Raleigh did not
indicate any endangered species previously identified on the site.
Mr. Steve Lund - USACE, Mr. John R. Domey NCDWQ
Annexation Project - Steele Creek East Area Trunk Sewer - Approx. 2.80 Miles
Request for NWP 12
Page 7, September 28, 1997
However, since Schweinitz's sunflower is known to occur in Mecklenburg County, a survey was conducted
by Dr. Jim Matthews of the Habitat Assessment Restoration Program. Neither the Schweinitz's sunflower
nor habitat conducive to it's survival were not found in the project area.
The Carolina heelsplitter is a freshwater mussel which prefers shaded areas either in a ponded portion of a
small stream or in runs along steep banks with moderate current. Primary habitat are waters less than three
feet deep with a soft mud, muddy sand, or shady gravelly substrate. It is normally restricted to protected
silted areas or under banks especially associated with obstructions such as stumps or fallen trees. Its current
distribution according to the US Fish and Wildlife Service is limited to portions of two streams -- Goose
Creek and Waxhaw Creek -- and a small river originating from rural areas in Union County. Therefore it is
not expected to occur on this site.
S1 9c Protected The Carolina Darter (Etheostoma collis) is a fish that inhabits small streams such as those found in the
project area. This species has a federal status of Proposed Special Concern and a state status of Special
Concern. The species prefers small clear streams of less than 15' width with moderate to swift current and a
sand/gravel benthic composition. It apparently tolerates a wide range of water quality conditions and
vegetation types adjacent to the streams and appears resistant to pollution. (E. Menhinick). Therefore, strict
adherence to an approved erosion and sedimentation control plan will be maintained during the construction
period in order to control degradation of water quality.
Cn TURAAL RESO1=5
Most of the project area in secondary forest succession. There are no indications of any existing structures
on the project site. The USGS maps were inspected at the Office of State Archaeology and the Survey and
Planning Office and there were no indications of previously identified archaeological or historic structures on
this site which are eligible or currently on the National Register of Historic Places.
CONCLUSION
An important objective of the plan was to help balance the environmental consequences of this project by
avoiding important forested wetland areas to the extent feasible, minimizing impacts to surface waters,
providing opportunities for natural herbaceous vegetation to succeed, and minimizing the potential of
draining wetland areas. At several locations the plans were field modified and adjusted to further reduce
impacts. By complying with the Nationwide Permit 12 and 401 Certification conditions it is expected that
this project will not cause significant impacts to wetlands.
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
Sincerely,
Leonard S. Rindner, PWS
Environmental Planning Consultant
NC Landscape Architect #578
cc: Mr. Jeff Davis - Black & Veatch Construction, Inc.
Mike Parker - NCDWQ - Water Quality Section - Mooresville
Id -4d

k7

MMY 4BO WOW a
gg
p2 .7,. nom,
, a ,? ?

Tf ? a ;

i ? ? \

`?

5
d
b
.k '?
Cat°BoeWace..
?
r M n
:G
f 3 yNb '.. g
J
?y ,?y,
i
? w o
Q 4+
3
a
w
g
/ A'
N/y Li N de
' owns Cb
? b W

S
?
ii
w
V My,? V
PO-LK
bp
'S
m d N z, y g
ri RD NbW Au IOU
07

08 °Q' P-4 -W N _ l:e , w '? ,ax,_ Q•
z?
9?,?_qg, l? ?" _ C

\
b ' ?
Qpy?O I ¢ ? Z

3

d? b 00
C\I

- /soap pb?G :r v S j L

w l
o`?/ Q9
oO /
l Z
W \

CV 10 r J
?
16,
A

/

cZ
y-p

fi
'/.,;s

1
.
l

.
10
H o

n
ue 1

(
Q`?
?
/ s
BH p
?

gE 111 1
, ? ? a?
0
Y -`1 Bn
? ? ?
N ?J*
00
J
?
q?
1
cr
1
LL,
ILLI

?d uj
v 3
Bens
100
N„s?v
Y
Pia gJOM "COS G QdA Sc y a m a Dr
SooP` Rd
OM1d' G
\• CS 3a"o U snm 4S,iR, S ?5 ut Ct
Polk
W vtob ,t4 S L vomk? ? ?n ffg?w a?'? t? y
CrOm 0.- d S M v11B
,RAUS
to ?
Ick
i
S
8 ?
Y ?Hv
MeeA?j
0
IrA / /. PB p CeB2 )m C ,
\ v
.,? Me6 .eMeB
Mk6 2 MeD pt 1 L
IrA
MO j Pat '
Ir6 ?? Dab - -N
IuB Ur DaB Su ?r DaB
a MeD
MeD ? c
D.B cP6 CeD2 ??
MeB \ MeB Pat
Iu6 MeD
? Mk6 `?rB ?? ? j{iri95 / MeB MO CeE
w CeD2
IrA Mk6 = tr ?,, MeB McDV P8E
;Vk IrB` ` MeB O Pt \ / PaE CeD?
MeB w ?de 2 CE
MkE
IuB ; I; I LPG Pt
/ - I Ur Ce
IrB MeD C
eD2
MeB
/ ?.
MeB
/ 01 IrB 1
MeB r M?B
tr. ? ? ?Mo? MeB ?1 l\ ?1rB
OA Me8 MO?n Ur
water' t P
MeD -- 1?
Me6 16 IrA DaB) IrA
Me6 ?1 JC
00 MeB e6
Lr
q/ ti \
4/1x49 IrB Me8
o
Me6' IrA"- 0 0 I"r6
IrA
7*t da' WkB rA 0 0? Me U4
-yA MeD MeD 0
? :. 'xa ro? 0 ??V FB8 ,
MeB ?, 3MeB
•'`' w,r. + c I- r3 ?i' ? \?0 - MeD (+? (?
MeB Get kg IuB IrA..:
c4?gA ; ?O Pe t p a M 0 tr9 4
?r ?) v
a - ?r IrB IrB IrB
DaD ? -? e8 IrA
?
i :;n8 r ". r r "r ^ - f ?w ata? CeB2 \ eB
.a o, _ n «, ;?, t„?';.?t,.-'.','?r3 ^?'s ?;"t• DaB CeB2 MeB y
C. M i u e
ee/ ??- ?1 S\
'„
3 MO
?MeBL t <pr.
CeB2
M fr 6'aK ? r? r b a?? t µ h.? `MeD MeB PlhEV1lie _, ..
MO Mk8 MeD , t C
'.{
Wk P M e D
?F ,, ..,r! '"' n -; MeB PaF Iu6 - y W
;y,•c w''?^t +-rs,: _,?. r?, CeB2 MeB , WkE
t .. .. ? + "ftX MeD IrB .
.. Pa IrB WkD w L
WkD - MO
.ice dr !.• - .+ tz _PaE
x? *w}.';WkE MeD W_kD CeB2
pad "Dx A fy MeDMeB
'y CeB2 CeD2 PaE
EnD JY e
a ,? t +, .? l
4, 1 All
` 4 Yoh w c +o *''L 9. /- MeD Pa
? Ce82
p ppaa ??t 4 i?_.,?• CeD2
-a 1 :- ?' t+•_asr „a A :4y ?Ce62 "rtj???
?.ti. l4.: .d ? }i.•;,, ,. $•.fij X r ? ` a R ?. ? +?p., ??eQ ? ? c'
`v- ;i PaE? iG?.t.. _ :ry M
,p •.. ; "F .. ,? 5. .` s r"%`,w a 'L { i f' ?- #' ? n' s's ;. f Ceb2 w?'tu -
l`•
r?x
?„ , ? s ? ' ire" ?'a?, '•"?,?? "? ,?,
1. NRCS SOIL SURVEY
?e<: x:? ?, r YkF
t r b .'L x xs y.. ? . SlG t- t y i ?? a ?v,y(???
x; -'f? - IrB ;'MeB WkB L? t r I---------
?, MeB t Ir8 IrA MeB d / Ir6
IrA MO MeB IrB
IrB 49
WkB f0 IrA MeB IuB
MeB Ir8 W
\\ Me6 ?U 7
1 WkB M frA
M'e \ ?. - ? ' ,_- Wk6 -•<? ?\ kD IrB
Wk`D
Ir8 WkD \
IrB
MeB
V, MeB
EnB IrB \ I MeB Wk6 MeB
IrBI
Ir6
• ??? MeD ? IrA
MO
Ir6 IuE
\O \
MeB IrA IrB
MeD MeB
k6 I I
.\ Wk
IrA MeB - MO Me6 MeB
• MO ?\ IrB
Me Ir6 MeB IrB t12 MeD
MeB EnB M \ Iui
MeD
MeB -M 48
IrA
a9 I A rB ??. IrA I MeB IuB
?? _ ?? MkB
WkD \ MeB
IIr6 MeB IrA IrB IrB
J? nq M o Ir6
M e Ems- - - -- / .g
?e,
Ir6 Me WkB WkD MeB
CeD2 P / MO Pj MeB ?ep ct1:
aE
MeB
12 CeD2 O w MeB / tt2 h??i ?e0 IrB s, d
d
)E w CeB2 WkB / MeB \`MO
el,
C, D2 j -WkE°j n
MO kD \ MeB - ?..
CeD2 ceOL J IrB Ir8 MeD ??? ' t,P D
IrB / WkB ? n.
IrB EnD {
C CeD2 CeB2 WkD M0 y + 1 } «;S r
P 4f Tt M
rl -1 -0 KPY? ? r ?? •: r ZY k
.,?6 / MeB t Ce62 IrB v t
CeB2 - •' _ - - En$
B ?_ MeB y / / ?1 rj t: a BF
MO 'fly -t(
\ CeD2 MeB ar
00
W-0
CeB2 / € F, p? s }
1 _ \ CeD2 ?trItrl , y r ?,eu
CeD2 cP0 CeD2 Ce62 ?? t?x .p ®`t"` p Nei «•
ApB
/ l F
ti MO Qa Ce B2- a ? 4 5?a-. ?? s? ` c, ??• ??'_' .?Sc-- - Y -?
t ? v •Y c Y ?`? ?e
E - CeD2
2
ApD Ce6
r „ky x ?; 1 ' !:c • CIS. F{:.,a, y ! y_ I;
M ! E?;k th*?(?t_ ?t f ge
ivt
P a APB
/ "'CeB2 'S .ter vs;"r'"'?"??;'z t A:-fi•k# _ r{ `.'? ?'' d?,ty '?-•? °?"'&?'!;' -r
Y a k +? ? y Y??!
CeB2 r?s,Y„-.ems A .:.,? Zd •r,?Y ¢ :s
I}? rR" ?r{s?n,r r .:?-v v}r, x '?4 •tt h?,? ,?r'r- ?p•
y,? t ., r.T +? t r;}'..? ? i F ,? b - {? ; ? ? --?"?.f' ;.a ; ?. ? .. • ??3 f
?" 7`? K• ? x? " NRCS SOIL SURVEY ,
?. 1. >, + ?? ?? .. YlF pb'?i. ,.fq G t?y,?I•., .yA.` r\ ?• {4+•1 w,60
`?d::v i0.?;or'A?. e '•?/e"?.4r'? ? ? `AS .:. rP '?,? ?' t' ''?*y ?. -?a ,t B._
C ,. 63 A C-?
i -
/ - 01
PRK \o
PFOlA
J
x 62s
Cem PFOIA
J .`. `.1: ?,Jt?„MeGUntock \I \ ' ,; .
fC?? " ;bra 4
ck?
625 ?+fr
638
FaA
A--
441
C"
' / • ? ? s?? / !r>(/) ? ? `mil 1
\ \ i? <
spy 1122 .\\?b r BH f
>\\ .l
07
`.. , PFO(A
r £ T ?A s
PoBifk \ ' \ \ f r ;at
PFOIC,
PFO /
Ti-
-'? ???/ FY18Hx
J - PFOIAd fPFOlC
`,? C l C16Hx f. \ \PEIWG '= > 1. G??1 / A ' s PL?M/A lh
%
rfaA
bft
1 , IFOA
II
V? i 1
II UHh
PFDIC
-PUBH
l -
J /
' it ?'? \111\_?_J/I ' i \ ._ \ ? ? ') ? ?__ ? '/ \ ?•\
.?y/jam? ( ?`•?' , / jG' ? ?c? ' ? \' 11 • l\? ? "/ \` ? ' ? ? S A'% ? ? 1 ? ?
C6 6-
\v VF6
f'
-.a Si\ ? ?j 60??:\;\` ??7//. -tom p??.. ? f ? ? :-\\ ??'., \'? ?? ? ?? -s=-?'
fR,?
NATIONAL WETLANDS INVENTORY MAR
J PFOIA
/Wl / (? i
s07 55196 So-R 508 a3"C MA -A8 -'09 2 030 000 FEET (S. C.) 510 CHA,
-ems- -
bP5 CiO h' ;1 } JJ r : X01 i/j; J s
AA-
_.?\ N ? : ? ? ? r / ? (;\? ,1?? ?.•-? I 1j, ? t i` ? ? ?:1 \ ? I\ ? ??f l ,`1 ?sso
Jib
\; \ r. % / owl ?'\\ ?FOIC
r ?rlaF ? , r? /? ' 1 r' i i .9 316 _ ,O• A.. ? syo 58 \\'?? ? :ti ? ? ?__
PUBHh
,i' ? -.•,--? `\ Z ! t 1126 ` .. a ? ? ?0 7 , W_.
u
41
NIA ;r $ ? -coo ?, `- - - _ ? - _ ? ? ? . =PFOIA ? ? ? .-•
r r-
587
c+
I? 1' P y -
00
.151
IL PFOIA
_ m t. ?' \`? h?\ \ 1 '\???•?CQ -4•
60
-10 41
7 ,
?Te
?? \ R1Ih \ ?QIG \ \ \ ?r( / , r o l ` ?/ + 1/ c r " a\jt?? t /', r rU J/
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 0r) IG CrM? Date: q 1,1 -1
Applicant/Owner: GI- i p County:
Investigator: LLn 1? ?r.,01Aer State:
Do Normal Circumstances exist on the site? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes o Plot ID:
(If needed, explain on reverse.) Nor 'ST-,& 2#00
VEGETATION
Dominant Plant Soecies Stratum Indicator
1. t Dominant Plant Soecies Stratum Indicator
9.
2. Jtlrv-v F4 '
3.? 'S??. ? 11.
4. ? P7I...-
5. ?
t 12.
13.
,•
6- 14.
7. t 16
15.
T. 16.
Percent of Dominant Species that are OBL. FACW or FAC C
(excluding FAC-), d
Remarks: f !
OH -fizld Vadjat-o 4o
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wedand Hydrology Indicators:
_ Stream, Lake, or ride Gauge Primary Indicators:
_ Aerial Photographs _ frndated
_ Other Saturated in Upper 12 Inches
No Recorded Data Available Water Marks
_ _
rift Lines
?S?diment Deposits
//
Field Observations: Drainage Patterns in Wetlands
..?• Secondar?lndicators (2 or more required):
Depth of Surface Water: On.) /Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: On.) _ Local Soil Survey Data
U _ FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:
WTI, 1995 .196-
SOILS
Map Unit Name
(Series and Phase): [?i wC,/? lDrvzinafg?Gas?s:`ic ?`
? Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Color Mottle Colors Muffle Texture, Concretions,
(i(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
/GL--SZ t?s Z 4e -
Hydric Soil Indicators:
_ Histoso) I-- Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_¢etiucing Conditions _ Listed on National Hydric Soils List
_ Gleyed or Low-Chrome Colors _ Other (Explain in Remarks)
Remarks: ? ? ! L w1?
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Y No (Circle) (Circle)
Wetland Hydrology Present? a No
Hydric Soils Present? s No Is this Sampling Point Within a Wetland? es No
Remarks:
Approved by H U A 3/92
-197- WTI, 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: At) o/i rD ? t? ate: 67 q_1
Applicant/OWner: County: _ .k._.
Investigator: n'6V'` State:
Do Normal Circumstances exist on the site? Ye N Community ID:
Is the site significantly disturbed (Atypical Situation)? ?
es 'L
? Transect ID:
Is the area a potential Problem Area? .?)
?
Yes 'C Plat ID:
(If needed, explain on reverse.) e4i?- ?
V€GETATION
Dominant Plant Species Stratum Indicator Dominant Plant Soecies Stratum Indicator
1.?r??a? crag _. _ s.
2.?0?/?1?PN? 10.
3.5 <n_
: 11.
4. ! G4
A? 12.
5
Mal -C-) . 300L
7

13.
6. [ 7- 14.
7. - ! 1 Irn...- -T + 15.
a. 16.
Percent of Dominant Species that are OBL. FACW or FAC d
O
(excluding FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream. Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other -saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
Drift Lines
_ S iment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: Gn.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: fin.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: on.) _ Other (Explain in Remarks)
Remarks:
1fYrl,1995 -196-
SOILS
Map Unit Name
(Series and Phase): Drainage Class i-?- - 4L-
Field Observations
Taxonomy (Subgroup): la) fi O on firm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Color Mottle Colors Muffle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance /Contrast
Structure, etc.
?'- l-q'_-&- `? 4 ?ayy1
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
- Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
_. Gieyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes N (Circle)
Wetland Hydrology Present? Yes (Circle)
Hydric Soils Present? Yes o Is this Sampling Point Within a Wetland? Yes No
Remarks:
?K6Z(? 1?'a.?rK.cl J?loc????QrYI I?? 'UIG??ic?c{
Sl/C.c.e?'s 1 or1 ,
-197- WTI, 1995
ANT] -SEEP COLLAR
1 ?18 1
inches I Utility Line
(niarinetr- ?srI°Sj
1 foci 1
r?-
i
Y:
Class B Concrete
or Compacted Clay
6 inches , tsnch Wet 6 inches
Net to excee" 10 feet
ScCTION
6 inches??+
Class a Conc; ets
or Compacted Clay
12
inches
_4_6_J t?ches
PLAN
I
N
J
O
U
Q
In
d-
lV
c,3
r
m
ti
cn
a
1-1
m
0
0
0
I
0I?
0
0
I
0
0
I
a
cri
zz
y+?r
i
O
C9
V
U
w
Ln o
o LL
HOPTON R
QO I
O?
O?pQ? ? n0
O?
0e' f .
v .
v RRpO
O
tc? •. O
R`O • t O n
?dES T I NGHOVS ?,.-?'?
E
9a s?.# 1 S ? '?,
r
? m m ?? v0 O C .
3 ? m G J
., o 0 0 ?"# 1
Q,O , N r O ?G 'y° .
p?`E o PUMP
STATION ??#11 MoN
77 #2 #14
R ?'THF
#3 0/0. ??• o #13
q g?Ao
SIR ?1 `? #10 #8 ..Y #7
?OQO ? oGCy ?? ? .
z
ROCK NIL :o #5?0?. Qp?
?
#4
Q
w
a
n
BlaCk6NA3Btch 1997 ANNEXATION PROJECT EXHIBIT A
STEELE CREEK EAST AREA VICINITY MAP
PROJECT
CONTRACT 1 NO SCALE
34101 STEELE CREEK EAST ANNEXATION
I
N
i
Q
U
Q
O
V'
co
0
r
m
0
a
A
WILLIAM MONROE BOYD, III
TAX u 219-011-13
DB 3743 P SOS
z
N
STA r 0+00
PROP o MH BUILT OVER
EXIST. 15" CMUO z EXIST R SEWER
SANITARY SEWE v,
UNNAMED TRIBUTARY
PROP. RIP-RAP
LINED CHRNNEL coNST.
E.C. DTL. 3 ?,,.,.. 12.5 TEMP.
15.3 CY WOODED AREA
?,,.,.,.?.- ? - ,..i•- - -rte
ESMT.
CONST .
EMp.
13" POPLAR'
N
N
O
U
I
O
O
O
{
O
a
i
H
0
2
a
m
0
z
3
O
L9
U
U
Ln
In o
O Q
00
m LL
'-- PROP. 15' PERMANENT RIM
PROP. SILT FENCE
E.C. DTL. 6.62 (TYP.)
EXIST.
p? I P WILLIAM MONROE BOYD, III
9. 0 TAX a 219-011-13
E.I9PI P. 08 3743 P 505
? co
z
Lu Jf
n : I.P.
?W ?
ti
z TBM 8
NAIL IN 13" POPLAR
ELEV.= 590.18
Q ?
. ry
ti z
EXIST. IS" CMUO
SANITARY SEWER
PERMIT NO. 14295
Black a Veatch
PROJECT
0 34101
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
POLK DITCH TO NC 48 SEWER
EXHIBIT A - #1
CREEK CROSSING
STA 0+S7i
SCALE: 1"=40'
I
I
C]
U
O
O
r
0
r
m
a
O

A
FRANK E. HELMS
AND WIFE. SUSIE W. HELMS
TAX n 219-011-18
OB 2827 P 54

PROP. IS' PERMANENT R/W
S TA a 12f 09 015
PROPa MH
r
1 D' TEMP. CONST. ESMT.
l i.
ii
N24'1 7i
04
0
0
U
I
0
0
0
I
0
n
I
Cl
4-4
a^
co
0
z
c?
0
c9
C.)
V
2 72, 94
TO TO
Toy . 10' TEMP. CONST. ESMT.
TOB • .......... ........... ....TOB.................
. .... __..............
PROP. TEMPORRRY
NTI -SEEP COLLAR
SEDIMENT TRAP H RN -SEEP
E.C. DTL. 6.60 STA 12+23
VOL.=GOO CF
WEIR LENGTH III
A
FRANK E. HELMS
AND WIFE, SUSIE W. HELMS
TAX n 219-011-18
08 2827 P 54
A
WILLIAM MONROE BOYD IV
AND WIFE. SUZANNE HELMS BOYD
TAX a 219-011-10
DS 4422 P 790
E
I Buck 6 Veatch
1997 ANNEXATION PROJECT JURISEXHIBIT DICTIONAL WETL
STEELE CREEK EAST AREA BEGINNING STR 12+2
ENDING STA 13+02
CONTRACT 1
STEELE CREEK EAST ANNEXATION SCALE: 1"=40'
POLK DITCH TO NC 49 SEWER
Ln
? p PROJECT
co
C) C3 34101
Q
? LL
N
a
10
co
N
C7
+7'
cs
r
m
?r
0
C7
0
gr
N
0
U
0
0
0
O
O
a
2
a-
t*s
O
z
C9
U
U
Ln
Ln o
0 0
00 00
Q LLL.
°
Lr,
°
v
-I
m?3c 00
<r#
'n w
z
m
w?
>v ?
VJ
r
r
? l
4
cn
S a
C
0
o?
4, ?
16

m -n -1
r- rn
rn Z Z
11 mN
?o
we
co
ra
m
H
t'h
.-. X
m Cn
cj)
. r rn
tJj ~ m?
?rrl o w
?. m
-1;?rn
b CD X.Dm
Z, pazm
?- co co
lox
co
L.) z
;xm
N H
.? N
z
m
1-1
N
Buck a Vleatch
PROJECT
:-. 34101
O
a
m?
d
A
td
cross
-4 .
o:
CD
L o
/ f
m
,y X
3 Cn
;U --I
z?
Lr1
.y •
"CcU0 -yam
Zb
n to
y
r
c-
m o
0
`J
z

1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
POLK DITCH TO NC 49 SEWER
r7l "o
r' m
Ln r-
10 m
?co
:4t rri
:4 ;b
mM
y
\ 1-11
i
CD
" 1111JJ I ?
° ?- m
1
(D Z
E"o co O
m
\v
m
m
?r
O
W X z
wWn°o
Wr.,)MD
-°ox
Ln r-
Jor
J ?
-d
m
M
EXHIBIT A - #3
CREEK CROSSING
STA 17+SS*
STA 18+86*
SCALE: V=40'
N
I
a
C.)
a
a
r
0
0
0
m
N
O
c)
I
0
0
a
1
0
0
i
0
m
0
0
c;
0
U
Ln
In o
o° °o
0 0
? LL
1
STR BACK 13+40.41
S TA FORNPRD 13+37.37
PROP. MH
COOST •- -'-,
i 5'_. TEMP;. '
ELEV. = S30.79 -
12.5' TEMP.
CONST , ESMT T.
10
MA.RIANNA M. RAUCH,
ANNIE SCOFIELD RAUCH,
AND ELEANOR CARSON RAUCH
TAX a 221-011-03
OB 4902 PC 091
OLL
I
+W
y PROP. 20** PERMRNENT RIM
v / 25' TEMP.
CONST. ESMT.
NOS ° 03 '16"X
454,
° 37 l26'W Illjll!lllllolllliiiiil
N2 513°64z.oe .
ST ESMT" X00 jog
TEMP , GOB

PROP. TEMPORRR Y
SEDIMENT TRAP -
E.C. DTL. 6.60
VOL.=711 CF
WEIR LENGTH 4'
I m k 6 V tMtM
PROJECT
r•. 34101
.. T oB.
?R ORS
L12.5' TEMP. CONST. ESMT.
PROP. SILT FENCE
E.C. DTL. 6.62
-PROP. RIP-RRP TAX LODE No.
L INED CHRNNEL 221-021-14
E.C. D.TL. 3 (TYP)
NCDO T CL ASS 1
26 CY. MIN. 180 THICK
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
SUGAR CREEK SEWER
EXHIBIT A - #4
CREEK CROSSING
STA 13+SSk
SCALE: 1"=40'
N
e4
1
a
c)
ce)
:n.
Ln
r
0
r
m
a
m
0
r
N
Q
L)
i
Q
Q
O
1
0
O
2
1
C)
c?
O
z
3
O
c9
V
CJ
Ln
Ln o
00
a
0 cc
cr- LL
R / W
a
C? ^E
P.P, ?l! E '
14c
r 1
. e
2 •
R/W PROP. RIP-RRP
LINED ChWNNEL / ?, ,? •
E.C. DTL. S tTYP) --? 5
02 • 278 SY
s? 1
• ?x
cAy?.o
v ? UN
m
i o
Gl •
L ?Q4y
?,1 v
?Q9
X3
?j
t
g
?Q
G4r
?00G?
-
0"1 i
PROP. SILT FENCE
/ E.C. DTL. 6.62 (TYP. )
G
STR A 18131 n 48
PROP o MH
- PROP. 20' PERMANENT RIN
BIacK s veatcm
r PROJECT
:-. 3101
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
SUGAR CREEK SEWER
'EXHIBIT A - #S
CREEK CROSSING
STA 19+32#
SCALE: 1"=40'
I
N
.1
I
0
V
h
d'
CC
?r
Q7
a
r
m
a
H
07
0
m
N
0
U
I
0
0
O
I
0
0
i
d
V+
b'
cr)
O
Z
L;
3
a
L9
L]
0
In
N o
00
0 0
cc LL
S TR 47+13.14
PROP. MH
t
ZY
1?1 19
X00 ?? ? .
PROP. TEMPORARY
SEDIMENT TRAP
E.C. DTL. 6.60
VOL . =387 CF
WEIR LENGTH 4'
12
TRAVIS M. JENKINS
TAX u 20S-032-Oi
OB 6423 PG 173
12.5,
. CQNS'T
El--
le 9.7Sr
............TOB TAMP .???
f PROP. TEMPORARY
SEDIMENT TRAP
PROP. RIP-RAP E.C. DTL. 6.60
LINED CHANNEL VOL.=306 CF
E.C. DTL. 3 (TYP) WEIR LENGTH 4'
NCDOT CLASS 1
17 CY. MIN. 18" THICK
PROP. 20' PERMANENT R/W
00
EXIST. BARB WIRE
FENCE
1-
I & Veatch
PROJECT
0 34101
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
SUGAR CREEK SEWER
EXHIBIT A - #8
CREEK CROSSING
STA 47+67-+
SCALE: 1"=40'
. ,
i
N
0
c?
0
r
0
r
m
0
m
0
0
c?
0
c?
0
0
0
i
0
0
i
Cl
a
co
0
z
3
0
c;
U
U
Ln
in o
00
00
0 cc
cc LL
/
7NSr, r'??M-p,-.
Fs?r.
T
oe

S TA
PROP.
*1+32°88
MH
.s
?F
-a
13
JOHN STEPHEN MILLER. SR.,
JOHN STEPHEN MILLER, JR. AND
REBECCA 8OUCHELLE MILLER
TAX a 205-061-19
OB 4873 PG 826
fi
?\ \?04
t
PROP. RIP-RAP
L INED CHANNEL ? .
E. C. DTL . 3 CTYPI\-t?
32S SY
(PROP. SILT FENCE
E.C. DTL. G.G2 (rYP. )
I ml=k 6 t
PROJECT
0 341,01
S TA e 52+ 71.92
PROP. MH
^o
PROP. TEMPORARY
SEDIMENT TRAP
E.C. DrL. 6.60
VOL.=300 CF
,WEIR L ENG TN 4.*
5
O?
o
c
x .
o ' w a

U-1 "U
? N

co Z 03
L
0 m
`i

. m
cf)
m

1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
SUGAR CREEK SEWER
PROP. IS "
PERMANENT RIM
TEMP STREAM CROSSING
EXHIBIT A - #7
CREEK CROSSING
STA S3+10t
SCALE: 1"=40'
i
N
i
0
v
Q
N
N
U9
4f'
0
r
m
0
cn
0
c?
0
O
O
O
1
0
0
O
rr
M
Oz
0
3
0
0
0
U
Ln
in c
0 0
0 0
C) 0
CC LL
cr
w
cr-
rc ,
LO
O
O

., S TA . 2+42.09
PROP. MH

PROP. SILT FENCE W
E.C. DTL. 6.62 tTYP.I

S TR 1 f50. TEMP. q
CONST. ESMT. SHIF T 30
r
STII. 0+78.67

PROP.
MH •
S TA . 91+33.23
?
STR e 0+00
PROP. MH
e
.5' TEMP. C ST. E T.
1 °58'10
244.01
7.5 TEMP. CON$T T. ESM T .
TOB
L PROP. 20 '
PERMRNENT R/W ' ??., ?aa • '
PROP.
TEMPORRRY
SEDIMENT TRRP
E.C. DTL. 6.60
VOL.=200 CF
WEIR LENGTH 4"
PROP. RIP-RRP
LINEQ CHANNEL
E.C. DTL. 3 (rYP)
. ? 500 SY
. x,02
EMackaveatch 1997 ANNEXATION PROJECT
STEEL.E CREEK EAST AREA
Q PROJECT CONTRACT 1
A 34101 STEELE CREEK EAST ANNEXATION
SUGAR CREEK AND DOWNS ROAD SEWER
CAMIMll M - RU
CREEK CROSSING
STR 81+91:h
SCALE: 1"=40'
W o '
r "
Z
o
O41<
.o
Y
• V
w
4
0
w
0
0
PROP. TEMPORRRY
SEDIMENT TRAP
E.C. DTL. 6.60
VOL.=600 CF
WEIR LENGTH 4'
PROP. 15' PERMRNENT R/W
i
N
1
a
c?
c?
co
er
r
0
r
t
0
M
O
N
C!)
a
I
a
a
0
t
a
0
t
0
cr
c+a
0
z
0
3
Q
t9
U
V
Ln
Ln a
O Q
cr- LL

LL
CL :t
yi
Ln w
4-
C3
tr3 U
10 TEMP.
ZONST- F MT.
17
RICHARD SYLVESTER CULP
TAX u 205-061-05
DB 1221 PG 630
PROP. RIP-RRP
LINED CHRNNEL
E.C. DTL. 3 (TYP)
167 SY --%
20 '
10' TEMPCONST . ESMT . . .
............ o? ?---- -
UN-,NAMED TRIBUTARY
OF SUGAR CREEK
PROP. 150 PERMANENT RIN

PROJECT
r. 34101
17
RICHARD SYLVESTER CULP
TAX as 205-061-05
OB 1221 PG 630
GUY WIRE 8 CABLE
PROP. TEMPORRRY
SEDIMENT TRRP
E.C. OTC.. 6.60
VOL.=500 CF
WEIR LENGTH 4'
1397 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
DOWNS ROAD SEWER
EXHIBIT A - #9
CREEK CROSSING
STA 5+29+
SCALE: 1"=40'
STR a S+GSo2
Cv v, ON ST. s v w
ONESMT
-------ice
I
N
.-!
t
O
C.?
cC
O
sr
Ln
tr1
In
r-4
r
O
.1
0

cl)
cl)
0
U
1
a
a
a
1
O
O
r
f
r+
a
Kr
M
0
z
c;
3
O
c9
U
V
Ln
t.n o
o ao
0
cr_ ti
PROP. SILT FENCE
E.C. DTL. 6.62 II All .r.
I f .
TEMP. CONST.'?
ESMT. • •
25" RCP c w
6
24" PINE
TE
...... .. . .TDB.. . .. _----.T 0
20,.. 15.
TEMP. CONS T. ESMT, ---f
S TA 22+62.4S
PROP. MH
f BIMK & Nfeatch
wi PROJECT
? 34101
STA 23+81.62
PROP. MH
- PROP. 15'
PERMANENT R/!N
WOODED AREA
12.5 P'
---r NST . ESMT •
s" on?C rcmiN
,T ESMT• ... .
TOS
EDGE OF POND
PROP. TEMPORARY
SEDIMENT TRAP
E.C. DTL. 6.60
VOL.=500 CF
WEIR LENGTH 4'
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
DOWNS ROAD SEWER
SCALE: 1"=40'
N
1
O
cr.
co
to
r?
a
r
a
ti
0
H
co
0
co
0
L)
i
a
a
0
i
a
a
i
0
aco
0
z
3
0
a
V
u
Ln
i.n a
0 o
cc LL

A
T. A. SHER!RILL
TAX u 205-052-08
08 4451 PG 256
STR. 39+00.98
PROP. MH
PROP. RIP-RRP
LINED CHRNNEL
E.C. DTL. 3 (TYP)
NCDOT CLRSS 8
MIN 18oy THIC
16 CY
S T/-1 .
PROP

PROP \ 15' PERMANENT RIM
PROP. TEMPORRRY
? IVEIR LENGTH 4' 24 r
SEDIMENT TRRP -
E.C. OTL. 6.60
VOL.= 414 CF
oe.
/ \
JAMES LEE HARLEY
TAX = 205-052-19
08 5290 PG 711
40+91.93
. MH

PROP. SILT FENCE'
E.C. DTL. 6.62\lTYP.

23
JAMES LEE HARLEY
TAX # 205-052-18
08 5290 PG 711
l Black & veatd9
® PROJECT
-. 34101
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
DOWNS ROAD AND AMON LANE SEWER
EXHIBIT A - #11
CREEK CROSSING
STA 39+99:k
SCALE: 1"=40'
i
N
i
C3
Q
0
to
N
.a
m
0
03
0
Ln
w
0
L)
0
0
0
1
0
0
0
0
0
z
c?
z
Q
c9
L)
U
Ln
Ln a
o° 00
cc LL

/ 4 7 \
WILLIAM GARY MOORE 8
WIFE. MARY FRANCES
TAX a 205-052-20
08 376S PG 894

HOUSE
FF ELEV.=S94.90
STA. 4 +60, 44
PROPa MH

18" STEEL irRSING
BY BORE--7 -e'
i

TA a 0/+00 -
7-9
ST8. 4+17.G2
a x ss "„ PROP a MH
TAX CODE No. \ PROP. SILT
205-053-09
\\ FENCE
p, PROP. BORE PIT E.C. DTL.
/ 35'X15' SHORED 6.62
WIPE CERTIFIED o
TRENCH BOX
-A
m
XIST. 1-1/4' GAS LINE
PROP. STOCK PILE Z f'
MRX 50'X40'X01 ' HIGH z
W12:1 SDI DE SLOPES N a
TAX CODE No.
N`
205-053-10 4 3--A
PROP. 15' PERMRNENT RIN O 1
Black&%Ama=ll 1997 ANNEXATION PROJECT EXHIBIT A - #12
STEELE CREEK EAST AREA CR STR 0 0 4S*ING
PROJECT CONTRACT 1
lom 34101 STEELE CREEK EAST ANNEXATION SCALE: 1"=40'
WESTINGHOUSE BLVO SEWER
sTRa Tat71 a5,
PROP. MH
I
N
I
a
c?
rr
ca
a)
N
N
r
m
a
a?
0
co
c9
a
0
I
0
4
a
I
O
O
t
O
cr
tr)
Z
la
3
Q
O
U
L)
A
JAMES ROSS MILLER, JR. 8
WIFE, JOHNSIE MILLER
TAX a 205-041-14
08 2286 PG 210
PROP. TEMPORARY
SEDIMENT TRqP
E.C. DTL. 6.50
VOL.=600 CF
WEIR LENGTH 4'-
15' PERMANENT RIM
EXIST. HEADWALL
8 4" PVC DRAIN
EXIST. 8"
SAN SWR
NCOEM:
W00005050

7.5' TEMP. CONST. ESMT..
:-K
v,?PR? ?/e
c
EXIST. DITCH
/ 'Co?? AX CODE No.
??? • 205-041-12
1
STR a 0+00
ss CAI %D I o
ZD
0 _?---?-
EXIST. PERMANENT
SAN SWR R/W

EXHIBIT A - #13
CREEK CROSSING
STA 0+81
-51
ss
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
?n
"' ° PROJECT CONTRACT 1
ao° o r. 34101 STEELE CREEK EAST ANNEXATION
NATIONS FORD ROAD SEWER
SCALE: 1"=40'
PROP. RIP-RAP
100 SY I-
LINED CHANNEL
E.C. DTL. 3 (TYP.)

' \oao
PROP. SILT FENCE
E.C. DTL. 6.62 (TYP. )
I
N
.-a
1
0
U
c
O
Ln
cr
0
Ln
r,
r
m
N,
M
0
a
cc
to
0
0
1
0
0
a
0
O
e-+
i
0
c7
z°
0
3
0
CD
U
U
Ln
o a
0 0
cr- LL
cam `'
X
° a to
'0 .
rrl ?vm1`'U m?
mo OhZO hb
z r"- Cf3 O •
r C3
C")
-o
rr, zx ; ? °? CJZ? h~
;o C3 rr
h
z x 00. ^
C) (n ' t ' - `C V
m 0 . ?-4 ?>p
(n Ln
;o ?
;0 Z. ~ m m
o
O ox p a Coxv M
O O UD ? , (`? N Q to
.bm ? o a, m0Z3D
Ul Cn .,
r?o -r-
oc, „y ? 00 mm
m
?am;o
O
o
;n to m
m4 m=o
?~ O„00
r- cr) t:3
h 3 ?o
G
9
? B
1
\oo\
?o m
Bt?CK =h 1997 ANNEXATION PROJECT LESS iQ ? euFAER
STEELE CREEK EAST AREA TO STREAM BANK
PROJECT CONTRACT 1
Q
34101 STEELE CREEK EAST ANNEXATION SCALE: 1"=40'
NATIONS FORD ROAD SEWER
i
N
H
O
V
cc
00
0
M
r
0
r
o)
QO
a
0
m
c?
0
Li
0
0
a
r
0
Q
0
gr
0
z
0
c?
L)
U
Ln
Ln o
a c:,
o °o0
CC LL
r r
m
o
O'-4
'Tj
e 1 t .O
O
Z
w
's Z
rrl
x ` .
m r
m
b? ? t r
0)
4 -n En 91
oxDm
a m ? r n 4
cox. ? ` ...
N u c? cn Q) , o r., II $ •
00 N :c
? X :t) ?Ul Ln n ;z cl r ?
3 of . r
? tt m l/
namr
a m "i n y '0
to
N w,i ??1?7CJ
- a
Ln
??? mm
r m
N
amckAsV[antr-m 1997 ANNEXATION PROJECT EXHIBIT A - #138
STEELE CREEK EAST AREA LESTOTSTREAM'BANKEER
Q PROJECT CONTRACT 1
r. 54101 STEELE CREEK EAST ANNEXATION SCALE: 1"=40'
NATIONS FORD ROAD SEWER
I
N
.-1
1
O
V
sr
Ln
O
Ln
co
0
r -
(n
0
0
H
co
cv
0
U
a
O
O
i
0
0
H
0
H
wr
cr)
0
z
c9
3
O
U
V
Ln
Ln o
°o 00
00
cc LL
N
g3 I ?[f
„W o / I o
WXm?
N ti 0 (n o ' CO
Sul to + ,
p i r I
czo m
N? m
3M / o
IZJ
M or?
?
CY)
o I / W nICc))JZ*jr-fil?I
/ ar- ynj
loco)
I
u% l I I r?
10
l j C) ;,
y Lri
z I
03
I
! irk r rri
m
-n 'V
z l? W
m
z
In1?j(b! gm
W
I? I P a a)>< ;o
N R t- U3
PI co N
Lrl 3 to
l+Crjj 1 1 00 mr-
I3 ! I .ck m
r
1~ 1 ED
r . .
BIaCKS? tCh 1997 ANNEXATION PROJECT EXHIBIT A - #13C
STEELE CREEK ERST RREA LESTOTSTREAM,BANKFER
Q PROJECT CONTRACT 1
34101 STEELE CREEK EAST ANNEXATION SCALE: 1"=40'
NATIONS FORD ROAD SEWER
I
N
.r
1
C7
U
CD
N
N
co
0
r
O7
t*1
0
0
0
to
co
0
V
I
0
0
0
I
0
0
I
0
0
z
0
3
D
CJ
V
0
O
rJO ?.y
r- U)
11 -4
v N 'QU' ?
Cb .E.
m°
r Co
-y
c-a
CY)
n'1

a
H
?r
301
?I
or
/
,r

"/
--------------
? r oQ ?t4
_ ___ NATIONS- - ;F'
F'HAl ) ,? S
--------------------------

,a
immckrmvtmtcm
EXHIBIT A - #130
LESS THAN 10' BUFFE
TO STREAM BANK

4

o° 3
i
1
1
~ ti ?V ? t
I
w:
zm r
I ,
x
G

co
44
nom`` %
•. w •
% UI
C--)
°
O co
xC25 3
C?
r
r.
S 'rl m
C ;?
a N
03
s:
°J o m
z ?'
? g
C ='
4y ?? r
(n
L
Z Z
M
-? -i u1
oxm
Cox • o
Ntt c 0
N ow
0O N 2
cnLn??
-fl 1 r
c?omm
N.r 3X1
r. 1 ti
m X7

m
x
--i
co
m
r-+
O
!/ V 1 ?
:D RD
1;12 S
--- -------------- ?-
%
X0 x
G
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
Ln
0 0° ., PROJECT CONTRACT 1
o STEELE CREEK EAST ANNEXATION
o° Q Q 34101
0 cc NATIONS FORD ROAD SEWER
SCALE: 1"=40'
I
N
«
a
c.y
cr-
0
cr]
•r
Cc!
r!
«
r
m
0
1
0
0
r
U
I
0
0
0
I
0
0
I
0
°r
M
O
2
V
3
0
co
U
!n
!n o
00 co
00
cc LL
da?

i
ST, q. 13+82. 72
PROP. MH
R/W R/W

IE3 R CHAIN LINK FENCE
TEMP. CONSTRUCTION ENTRRNCE (T YP r )

° S22' 46'31 "E
h 46.51 '

0
X
EXIST. 6" STEEL GAS LINE

?I
0
PROP. TEMPORARY DIVERSION DITCH
° E.C.DTL. 6.20 (TYP. )
co S Tft . 13+36.21
PROP . MH
Co QL ?--? S15' 14 '44 "M
c-i 64.46 ' PROP. CHECK DAM
E.C. DTL. 6.8,3 (TYP.)

Tos
a EXIST. BRIDGE
U) _ 7.5 TEMP. CONST. ESMT.
PROP. RIP-RRP
LINED CHANNEL
E.C.DTL. 3 (TYP.)
-o q?-- 100 SY
R. 12+71.75 = STR. 0+00
PROP. MH
0 S15' 41 '12 "M
6
m H
~ 31 ' 31 '
MARTIN MARIETTA MATERIALS, INC
u
TA
03-
-
UJ X
121
2
01
STA. 0+31 .31
371
3
T
7
DB 3958
FG
PROP. 111H
Z

S48 ' 31 '46 'M
50.45'
15' PERMANENT RIM

STA. 0+81. 76
R/W R/w PROP. MH
STA. 11+78 TO STR. 12+56
PROP. 18" STEEL CRSING BY BORE
T=.2500, L=77'
BIe7Ck6Ve2ltCh 1997 ANNEXATION PROJECT EXHIBIT A - #14
STEELE CREEK ERST AREA CRSTR 12+95tNG
PROJECT CONTRACT 1
Q 34101 STEELE CREEK EAST ANNEXATION SCALE: 1"=40'
NATIONS FORD ROAD SEWER
i
N
i
a
L)
Q
4ir
Cr1
N
CD
a
r
m
0
m
a
CO
c0
a
0
0
0
0
a
0
to
0
z
c?
3
O
V
U
to
Ln o
00 as
CD LL
?y
Kt
S
©a
TEL.
WED. P.
O 8
W. ''off
f06
exrsr
pfjmp v p Tp
S7q Tr ON

MON.
C
PROP. RIP-RRP
LINED CHANNEL
E.C. DTL. 3 (TYP) -
P .P.
S TR . 17+83.32
PROP. 45 BEND
4?.
cam'
Q
J
h?0
1 Bieck & Veatch
PROJECT
10-- 34101
STR. 18 51
PROP. 45' BEND
o y? 203 CODE 121 N9
Q
OJ
h?QY
1997 ANNEXATION PROJECT
STEELE CREEK EAST AREA
CONTRACT 1
STEELE CREEK EAST ANNEXATION
TEXLANO BLVD SEWER
EXHIBIT A - #IS
CREEK CROSSING
STA 18+23t
SCALE: 1"=40'
An Evaluation of the Plant Communities and Species of Concern
for Seven Areas for Annexation - Mecklenburg County
August 1997
Prepared for
Black & Veatch
8604 Cliff Cameron Dr.
Suite 164
Charlotte, NC 28269
by
Habitat Assessment and Restoration Program
James F. Matthews, Ph.D.
An Evaluation of the Plant Communities and Species of Concern
for Seven Areas for Annexation - Mecklenburg County
Executive Summary
All of the rights-of-way for the seven areas were examined during the months of
July and August, 1997. The type of community was described, based on the dominant
species and comments were provided on the quality of the community. The N.C. Natural
Heritage Program County List of Species was used to provide the base for species of
concern. Particular attention was paid to the potential presence of the Federally
endangered Schweinitz's sunflower, Helianthus schweinitzii. No populations of the
sunflower were discovered, and none of the species on the Heritage Program list were
noted.
Most of the habitats involved in the sewer and water line projects were currently
highly disturbed, were recovering from past disturbance and supported early- to mid-
successional forests comprised of "weedy" species or in a few instances were of decent
quality (based on species composition and size). No exemplary forests, detailed in the
Heritage Program list were encountered.
One unexpected community was discovered, along the Trunk to Serve Allison Ln,
on a tributary of Six Mile Creek. A granitic flatrock measuring ca. 40 x 80 feet was found
just north of the tributary. The area is close to the residences on William Porter Rd. and
has been used as a solid waste disposal site for many years, hence it is covered in large
part with trash. A search of the exposed granitic surface revealed two of the summer
species characteristic of outcrops, Talinum teretifolium and Agave virginica. There was
no evidence of the characteristic early spring species, nor of vegetative fall-blooming
species. This area should not be impacted by the construction, unless it becomes a place
to park equipment or is used for entry during construction. It is recommended that the
inspector try to protect the area if possible.
There are no recommendations regarding other areas or other species for the
projects.
Areas as named: Beverly Crest, Davis Lake, Highland Creek Contract 2, Six Mile
Creek East, Six Mile Creek West, Steele Creek East, Steele Creek West. One additional
report, Highland Creek, was prepared separately from the above.
ames F. Matthews
Steele Creek East - Sewer and Water Expansion for Annexation
The following descriptions are for several projects to adjust for annexation. The right-of-
way (ROW) for each site was examined for plant endangered, threatened or species of
concern and the general type of community is noted for each section. The field work was
performed on August 4, 1997.
Trunk to Serve Sugar Creek - 10,658 ft.
The ROW starts at Culp Rd. in a urban area overgrown with Kudzu. It then
passes into a disturbed woods having grown in a previously abandoned pasture. The
dominants are Shortleaf pine 9" dbh, Water oak 7" dbh, Sweetgum 6" dbh and a large
number of Red cedar. This extends to the toe of the slope above Sugar Creek where the
ROW turns south following the west side of the creek. The floodplain forest is dominated
by Sweetgum 27" dbh, Green ash 15" dbh, Hackberry 13" dbh, American elm 12" dbh
over Ironwood 8" dbh. It crosses an unnamed tributary flowing from Amon Ln, into a
woodland pasture. The pasture has scattered trees and an open understory. The various
species are White oak 28" dbh, Hackberry 25" dbh, Sweetgum 21" dbh, Green ash 18"
dbh, Southern sugar maple 15" dbh and Shortleaf pine 11" dbh. It then enters the
floodplain with Sycamore 28" dbh, Water oak 28" dbh, Hackberry 23" dbh and Green ash
13" dbh. However, most trees are relatively small. In a few places the toe of the slope is
crossed, with the addition of White oak 16" dbh, Mockernut hickory 13" dbh, Shagbark
hickory 13" dbh and Southern sugar maple 9" dbh. The floodplain vegetation remains the
same, with an occasional River birch 12" dbh and patches of dense Privet as the shrub
layer with some Pawpaw and Giant cane. The ROW crosses a ditch, continuing in the
same floodplain/terrace or slope woods until it emerges into an active pasture near NC 51.
The ROW crosses NC 51 into an active pasture/hayfield that extends all the way to the
pump station.
Trunk to Serve Downs Rd. - 5,13 8 ft.
The ROW actually begins at the new extension of Westinghouse Blvd. in an open
field, previously used as a soil borrow area, now planted in Lespedeza. It crosses a hilltop
and drops into a yard, passing along the edge of the yard/urban woods to Amon Ln. It
then crosses Amon Ln. into a disturbed urban woodland behind houses, paralleling the
small tributary on the south side. The area is open, with a fringe of trees along the creek,
Black willow 8" dbh, Cottonwood 10" dbh, Black cherry 6" dbh and Red cedar. Just west
of Downs Rd., the ROW is in an open field (abandoned garden), then crosses Downs Rd.
into a floodplain forest. The dominants are Water oak 23" dbh, Sweetgum 14" dbh,
Shortleaf pine 8" dbh, Box elder 4" dbh and Ironwood 3" dbh. It then passes around a
pond associated with a plant nursery, then down the slope, an old pasture now overgrown
with Red cedar. The unnamed tributary is on the northeast side of the ROW and the
vegetation is a combination of floodplain/levee and toe of slope species. These include
Green ash 33" dbh, Hackberry 21" dbh, Sweetgum 20" dbh, Sycamore 14" dbh, Black
SCE -2
cherry 12" dbh, and occasional Black walnut 8" dbh and Basswood 6" dbh. This extends
to the woodland pasture where the ROW joins the Culp Rd. ROW along Sugar Creek.
Trunk to Serve Nations Ford Rd, - 1,383 ft.
This ROW follows McCullough Branch along the north side, passing entirely
through active pasture until it joins the existing sewer line.
Trunk to Serve Forsyth Hall Dr. - 1,332 ft.
This ROW begins along Nations Ford Rd., crosses the road and follows the ROW
into a business park with urban landscaping. It emerges from the business park to join an
existing sewer on Forsyth Hall Dr.
Texland Force Main
This force main leaves a pump station alongside Texland Dr. in an urban open
area. It follows the road ROW with disturbed, urban vegetation to Westinghouse Blvd.,
turns along the Blvd. and joins an existing sewer line.
Water line to Serve Downs Rd.
This water line follows the road ROW along Amon Ln. between Westinghouse
Blvd. and Downs Rd.
There were no species noted that are currently on the N.C. Natural Heritage
Program list for Mecklenburg County, nor were any plants of the Federally endangered
Schweinitz's sunflower (Helianthus schweinitzii).
es . Matthews
Master List of Species for Sewer Expansion Areas for Annexation
American elm Ulmus americana
Arrow arum Peltandra virginica
Basswood Tilia heterophylla
Beech Fagus grandifolia
Bitternut hickory Carya cordiformis
Black cherry Prunus serotina
Black gum Nyssa sylvatica
Black walnut Juglans nigra
Black willow Salix nigra
Box elder Acer negundo
Button bush Cephalanthus occidentalis
Cottonwood Populus deltoides
Dogwood Cornus florida
Giant cane Arundinaria gigantea
Green ash Fraximus pennsylvanica
Hackberry Celtis laevigata
Honey locust Gleditsia triacanthos
Hypericum Hypericum°mutilum
Impatiens Impatiens capensis
Ironwood Carpinus carohmana
Japanese honeysuckle Lonicera japonica
Lespedeza Lespedeza spp.
Loblolly pine Pinus taeda
..-Marsh mallow Hibiscus moscheutos
Mockernut hickory Carya tomentosa
Monkey flower Mimulus ringens
Multiflora rose Rosa mult flora
Netted chain fern Woodwardia areolata
Pawpaw Asimina triloba
Persimmon Diospyros virgimana
Pignut hickory Carya glabra
Privet Ligustrum sinense
Redbud Cercis canadensis
Red cedar Juniperus virginiana
Red maple Acer rubrum
Red oak Quercus rubra
River birch Betula nigra
Runing cedar Lycopodium flabelliforme
Sedge Carex spp.
Shagbark hickory Carya ovata
Shortleaf pine Pinus echinata
Silky willow Salix sericea
Sourwood Oxydendrum arboreum
Southern red oak Quercus falcata
Southern sugar maple Acer saccharum ssp. floridanum
Swamp milkweed Asclepias incarnata ssp. pulchra
Swamp red oak Quercus shumardii
Sweetgum Liquidambar styraciflua
Sycamore Platanus occidentalis
Virginia pine Pinus virginiana
Water oak Quercus nigra
White ash Fraxinus americana
White oak Quercus alba
Willow oak Q. phellos
Winged elm Ulmus alata
Yellow poplar Liriodendron tulipifera
SCIENTIFIC AND
COMMON NAME
Mecklenburg
Vertebrates
CARPIODES VELIFER
HIGHFIN CARPSUCKER
CONDYLURA CRISTATA POP I
STAR-NOSED MOLE - EASTERN NC POPULATION
*CYPRINELLA ZANEMA POP I
SANTEE CHUB - PIEDMONT POPULATION
*ETHEOSTOMA COLLIS
CAROLINA DARTER
LANIUS LUDOVICIANUS LUDOVICIANUS
LOGGERHEAD SHRIKE
Invertebrates
ALASMIDONTA ROBUSTA
CAROLINA ELKTOE
LASMIGONA DECORATA
CAROLINA HEELSPLITTER
VILLOSA DELUMBIS
EASTERN CREEKSHELL
VILLOSA VAUGHANIANA
CAROLINA CREEKSHELL
Vascular plants
ANEMONE BERLANDIERI
SOUTHERN ANEMONE
ANEMONE CAROLINIANA
PRAIRIE ANEMONE
ASTER GEORGIANUS
GEORGIA ASTER
ASTER MIRABILIS
PIEDMONT ASTER
*BAPTISIA ALBESCENS
THIN-POD WHITE WILD INDIGO
*BOTRYCHIUM JENMANII
ALABAMA GRAPE FERN
CARDAMINE DISSECTA
DISSECTED TOOTHWORT
CAREX PROJECTA
NECKLACE SEDGE
CIRSIUM CAROLINIANUM
CAROLINA THISTLE
*DELPHINIUM EXALTATUM
TALL LARKSPUR
DESMODIUM SESSILIFOLIUM
SESSILE TICK-TREFOIL
DODECATHEON MEADIA VAR MEADIA
EASTERN SHOOTING STAR
*ECHINACEA LAEVIGATA
SMOOTH CONEFLOWER
GNAPHALIUM HELLERI VAR HELLERI
HELLER'S RABBIT TOBACCO
HELIANTHUS SCHWEINITZII
SCHWEINITZ'S SUNFLOWER
STATE FED. STATE GLOBAL
PROT. PROT. RANK RANK
Sc - S2 G4G5
SC - S2 G5T2Q
SR - S3 G3T3
Sc - S3 G3
Sc - S3B,S3N GSTS
EX - SX GX
E LE S1 GI
SR - S3? G3G4
SC - SI G3
C - S I G4?
C. - SI G5
C FSC S2 G2G3
C - S2 G2G3
SR - S2 G4
SR - S1 G3G4
C - S2 G4?
C - SH G5
C - SI G5
E-SC FSC S I G3
C - SI-I G5
SR - S2 G5TS
E-SC LE S I G2G3
SR - S2? G4G5T3
E LE S2 G2
NC NATURAL HERITAGE PROGRAM, NC DIVISION OF PARKS AND RECREATION, DEHNR FEBRUARY 1997
Data compiled using BCD software developed by The Nature Conservancy.
SCIENTIFIC AND STATE FED. STATE GLOBAL
COMMON NAME PROT. PROT. RANK RANK
HEXALECTRIS SPICATA SR - S2 G4?
CRESTED CORALROOT
ISOETES VIRGINICA C FSC S1 G4Q
VIRGINIA QUILLWORT
LOTUS HELLERI C FSC S3 G3
CAROLINA BIRDFOOT-TREFOIL
NESTRONIA UMBELLULA SR - S3 G4
NESTRONIA
*RHUS MICHAUXII E-SC LE S2 G2
MICIIAUX'S SUMAC
SILPHIUM PERFOLIATUM SR - S1 G5
NORTHERN CUP-PLANT
SILPHIUM TEREBINTHINACEUM C - S2 G4G5
PRAIRIE DOCK
SOLIDAGO RIGIDA SSP GLABRATA SR - S2 GST3
SOUTHEASTERN BOLD GOLDENROD
Nonvascular plants
RHACHITHECIUM PERPUSILLUM C - SIS2 GIG2
BUDDING TORTULA
Natural communities
BASIC OAK--HICKORY FOREST - - S3 G4
MESIC MIXED HARDWOOD FOREST (PIEDMONT SUBTYPE - - - S4 GST5
PIEDMONT/LOW MOUNTAIN ALLUVIAL FOREST - - S5 GS
UPLAND DEPRESSION SWAMP FOREST - - S2 G3
XERIC HARDPAN FOREST - - S3 G3G4
NC NATURAL HERITAGE PROGRAM, NC DIVISION OF PARKS AND RECREATION, DEHNR FEBRUARY 1997
Data compiled using BCD software developed by The Nature Conservancy.
NC NATURAL HERITAGE PROGRAM COUNTY SPECIES LIST COVER SHEET
The county species list from the NC Natural Heritage Program is a listing of the elements (rare species, natural communities, geologic
features, and special animal habitats) known to occur in a county. The information on this printout is compiled from a variety of sources,
including field surveys, museums and herbaria, literature, and personal communications. The Heritage Program's Biological and
Conservation Database (BCD) is dynamic, with new records being added and old records being revised as new information is received.
The BCD was developed and is being maintained using methodology developed by The Nature Conservancy. The enclosed list cannot be
considered a definitive record of natural heritage elements, and it should not be considered a substitute for field surveys. When this
information is used in any document, we request that the printout date be given and that the NC Natural Heritage Program be credited.
This cover sheet explains the four columns of status codes that are given on the right-hand side of the county list printout.
STATE PROTECTION
CODE STATUS
E Endangered
T Threatened
SC Special Concern
C Candidate
CODE STATUS
P_ Proposed (E, T, or C)
SR Significantly Rare
EX Extirpated
WL Watch List
Plant statuses are determined by the Plant Conservation Program (NC Department of Agriculture) and the Natural Heritage Program (NC
Department of Environment, Health, and Natural Resources). E, T, and SC species are protected by state law (Plant Protection and
Conservation Act, 1979). C and SR designations indicate rarity and the need for population monitoring and conservation action. WL
indicates a species not warranting active monitoring, but believed to of conservation concern.
Animal statuses that indicate state protection (E, T, and SC) are published in Endangered lldlife of North Carolina, March 16, 1992,
Nongame and Endangered Wildlife Program (NC Department of Environment, Health, and Natural. Resources). SR and EX statuses are
Natural Heritage Program designations. SR indicates rarity and the need for population monitoring and conservation action. WL indicates
a species not warranting active monitoring, but believed to be of conservation concern.
FEDERAL PROTECTION
This status is designated by the US Fish and Wildlife Service. Federally listed Endangered and Threatened species are protected under the
provisions of the Endangered Species Act of 1973, as amended through the 100th Congress. Unless otherwise noted, definitions are taken
from the Federal Register, Vol. 56, No. 225, November 21, 1991 (50 CFR Part 17).
CODE STATUS
E Endangered
T Threatened
P_ Proposed
L_ Listed
C Candidate
FSC Federal
Species of
Concern
T(S/A) -
DEFINITION
A taxon "in danger of extinction throughout all or a significant portion of its range."
A taxon "likely to become an endangered species within the foreseeable future throughout all or a significant
portion of its range."
A taxon proposed for official listing as endangered or threatened.
A taxon officially listed as endangered or threatened.
A taxon under consideration for listing for which there is sufficient information to support listing. Prior to
February, 1996, this category was designated as Candidate I (C 1) species.
A taxon for which there is insufficient information to support listing. Prior to February, 1996, this category
was referred to as Candidate 2 (C2) species. Also called Federal "Species at Risk."
In reference to the American alligator - this species is threatened due to similarity of appearance with other rare
crocodilians and is listed for trade purposes. The species is no longer biologically endangered or threatened and
is not subject to Section 7 consultation.
Please note that the US Fish and Wildlife Service no longer recognizes the following categories:
3A Candidate 3A A taxon for which the US Fish and Wildlife Service has "persuasive evidence of extinction."
3B Candidate 313 A taxon formerly under consideration for listing, but which current taxonomic understanding does not support as
a distinct entity meeting the Endangered Species Act's definition of "species."
3C Candidate 3C A taxon formerly under consideration for listing, but which has been "proven to more abundant or widespread
than previously believed and/or [which is] not subject to any identifiable threat."
GLOBAL AND STATE RANKS
These ranks are determined by the Nature Conservancy's system of measuring rarity and threat status. "Global" refers to worldwide ranks
and "State" to statewide ranks.
STATE RANK DEFINITIONS
s l Critically imperiled in North Carolina because of extreme rarity or otherwise very vulnerable to extirpation in the state.
S2 Imperiled in North Carolina because of rarity or otherwise vulnerable to extirpation in the state.
S3 Rare or uncommon in North Carolina.
S4 Apparently secure in North Carolina, with many occurrences.
S5 Demonstrably secure in North Carolina and essentially ineradicable under present conditions.
SA Accidental or casual; one to several records for North Carolina, but the state is outside the normal range of the species.
SH Of historical occurrence in North Carolina, perhaps not having been verified in the past 25 years, and suspected to be still extant
in the state.
SR Reported from North Carolina, but without persuasive documentation for either accepting or rejecting the report.
SX Believed to be extirpated from North Carolina.
SU Possibly in peril in North Carolina, but status uncertain; more information is needed.
S? Unranked, or rank uncertain.
_B Rank of breeding population in the state. Used for migratory species only.
_N Rank of non-breeding population in the state. Used for migratory species only.
_Z_ Population is not of significant conservation concern; applies to transitory, migratory species.
GLOBAL RANK DEFINITIONS
G 1 Critically imperiled globally because of extreme rarity or otherwise very vulnerable to extinction throughout its range.
G2 Imperiled globally because of rarity or otherwise vulnerable to extinction throughout its range.
G3 Either very rare and local throughout its range, or found locally in a restricted area.
G4 Apparently secure globally, although it may be quite rare in parts of its range (especially at the periphery).
G5 Demonstrably secure globally, although it may be quite rare in parts of its range (especially at the periphery).
GH Of historical occurrence throughout its range.
GX Believed to be extinct throughout its range.
GU Possibly in peril, but status uncertain; more information is needed.
G? Unranked, or rank uncertain.
G_Q Of questionable taxonomic status.
T_ Status of subspecies or variety; the G rank refers to the species as a whole.
ADDITIONAL DEFINITIONS
Species names marked with 1, 2, 3, or 4 asterisks indicate historic, obscure, or incidental records.
* Historic record - the species was last observed in the county over 50 years ago.
** Obscure record - the date and/or location of the species observation is uncertain.
*** Incidental/migrant record - the species was observed outside of its normal range or habitat.
**** Historic, Obscure, and Incidental record.
Scientific and common names listed in parentheses are synonyms listed in US Fish and Wildlife Service, 1992, Endangered and
Threatened Species of the Southeastern United States (The Red Book).
NC NATURAL HERITAGE PROGRAM, DIVISION OF PARKS AND RECREATION, DEHNR FEBRUARY 1997
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
1997 Annexation-Steele Creek East Area-Contract 1
Annexation Sewer
CMUD Project 286-97-520
Correspondence with
STATE HISTORIC PRESERVATION OFFICER
October 8, 1997
Assembled by
Black & Veatch
Charlotte, North Carolina
o tirE STA ? ? r : r y t ? i ? ? u ? t^...
yy
' a2?4
' OCT 8 1997
& VEA1 CH
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
October 7, 1997
Jeff Davis
Black & Veatch, LLP
8604 Cliff Cameron Drive, Suite 164
Charlotte, NC 28269
Re: CMUD 1997 Annexation Areas Beverly Crest,
Davis Lake, Highland Creek, Six Mile Creek East,
Six Mile Creek West, Steele Creek East, Steele
Creek West, Charlotte, Mecklenburg County,
B&V 34101.100, ER 98-7417
Dear Mr. Davis:
Division of Archives and History
Jeffrey J. Crow, Director
Thank you for your letter of August 27, 1997, concerning the above project.
We have conducted a review of the project and are aware of no properties of
architectural, historic, or archaeological significance which would be affected by the
project. Therefore, we have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill-Earley, environmental
review coordinator, at 919/733-4763.
Sincerely,
David Brook
Deputy State Historic Preservation Officer
DB:slw
109 East Jones Street • Raleigh, North Carolina 27601-2807 ???

BLACK & VEATCH
8604 Cliff Cameron Drive, Suite 164, Charlotte, North Carolina 28269, [phone], Fox: [phone]
Charlotte-Mecklenburg Utility Department B&V Project 34101.100
1997 Annexation B&V File A
August 27, 1997
Ms. Renee Gledhill-Earley
Division of Archives and History
North Carolina Department of Cultural Resources
109 East Jones Street
Raleigh, North Carolina 27601-2807
Subject: Nationwide #12 Permit
for Annexation Program
Dear Ms. Gledhill-Earley:
Black & Veatch is serving as the program manager for the Charlotte-Mecklenburg
Utility Department's (CMUD) 1997 Annexation Program. Our designers for the
annexation program are Hazen and Sawyer and W. K. Dickson, both of Charlotte,
NC. Seven distinct areas of the county are being annexed effective July 1, 1997, and
water and sewer service must be provided to these areas by June 1999. Providing
sewer and water service to these areas will require the installation of approximately
200,000 linear feet total of sewer and waterline.
Black & Veatch is assisting CMUD in preparing a Nationwide #12 permit for
crossings of jurisdictional waters and wetlands. As you are aware, we must attach to
the application a copy of a written response from the State Historic Preservation
Officer.
The areas being annexed (with approximate boundaries) are:
Annexation Area Location (Boundaries)
Beverly Crest North Alexander Road
South-NC 51
East Alexander Road
West-Providence Road
Davis Lake North-David Cox Road
South-Gibbon Road
East-Sugar Creek Road
West-NC 115
Page 2
Ms. Renee Gledhill-Earley
Annexation Area
B&V Project 34101.100
August 27, 1997
Location (Boundaries)
Highland Creek North-Highland Creek Parkway
East-Mallard Creek Road
West-Prosperity Church Road
Six Mile Creek East North-McKee Road
South-Union County
East-Weddington Road
West Tilley Morris Road
Six Mile Creek West North-Outer Belt
South-Union County
East-Providence Road
West-Community House Road
Steele Creek East North-Outer Belt
South-NC 51
East-US 521
West-I-77
Steele Creek West North-Shopton Road
South-NC 49
East-NC 49
West-Steele Creek Road
We are attaching maps indicating approximate routing of our pipelines in each of the
above areas. We are requesting comments or concerns you may have regarding our
proposed routing. Please forward your comments as early as possible.
Please contact me at [phone] if you have any questions or need additional
information.
Very truly, yours,
BLACK ? VEATCH LLP
ff

CMUDA2/jhb
Enclosures
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
1997 ANNEXATION PROJECT
CONTRACT 1
PROJECT
LOCATION
F
lee
o
r
w

4i
EO BRpWN RD• ' ?,E,eO D n \(

ESTINGNGus y0
r
? BGVp

•
ti
P ?.

m / It
J. N , 2Q OG ti0
?, o o
AMO
N
77 N

\ .?
o"yo
/ 6 ?
? 4 o r.j Rq SRN

Vj CC C
?
it" Ov
CS< r11
? r
/ •. ? h
J Q r
\ 0
G
CF' 0
?c N
O
77
,VICINITY MAP

1997 ANNEXATION PROJECT
5TEELE CREEK EAST AREA

DLP NOt 70 SLUE
?- rW. as t924 CLEVE].00 AVENUE

7. N.C 7820.7
04Ue.0 7E
S WK ?04, zw-s3.a

? Mo Frge+eaa DICKSON ??
Pionners
SVVey0I3 R?tY??' B
NC
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
1997 ANNEXATION PROJECT
CONTRACT 1

441,
O
CEO BROWN R?' ' ?E?? p Q 77
EST'/NGHOUS\ f ?

?
e<bp .
F
s
2
q
l?
?a

?O C
2
_0 N p
0P?

4
N
O p??
PUMP
\
?
1
9 n STATION
5 ?TyFR
N
° °
-f 'g4

yp
C
qTF
C ?
/ ?o

' ?
r
14
n Rp
? A
? `• ?q D
SR
?\ ? 40 ;

<t
2 CK tUl 4i O?
iy
? 2
/
?P ? J
r
a
'QO `no
?PFp?
O? `F

77
PROJECT AREA MAP

1"972'0 F^9"a°?a DICKSON Ah.A. MC

1957 ANNEXATION PROJECT
STEELE CREEK EAST AREA

an rar ro scuc ,na CLEVELAND AMDuE
r y K ?•0(7w) "sia?ss:e
W
rnmar
5++^'aY? rtaNah. pC
State of North Carolina
Department of Environment, PFA
Health and Natural Resources •
Division of Water Quality A4
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
p E H N A. Preston Howard, Jr., P.E., Director
October 26, 1997
Mecklenburg County
WQC 401 Project #970886
APPROVAL of 401 Water Quality Certification
Mr. Keith Shirley
Charlotte - Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Dear Mr. Shirley:
You have our approval, in accordance with the attached conditions, to place fill material in 0.12 acres of
wetlands or waters for the purpose of constructing water and sewer lines at Contract 1 - Steele Creek East Area,
as you described in your application dated October 13, 1997. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows
you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. In addition, you
should get any other federal, state or local permits before you go ahead with your project including '(but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre; compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be'valid, you must follow the conditions listed
in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification a--rid its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919-733-1786.
Since ly,
Pt on Owd, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Domey
Central Files
970886.1tr
Division of Water Quality • Non-Discharge Branch
,4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
CHARLOTTE
October 13, 1997
Mr. John Dorney
Water Quality Planning
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
ill 0 `i ISSL
KECL-1VED
n r 1 1997
E1VV1RnNMF,VrgL sC?ENCEs
9?
Black & Veatch is serving as the program manager for the Charlotte-Mecklenburg
Utility Department's (CMUD) 1997 Annexation and is also preparing all permit
documents for the project. The 1997 Annexation program involves the annexing
of seven distinct areas of Mecklenburg County with sewer and water service to be
provided to all areas by June of 1999.
One of the annexation contracts is Contract 1--Steele Creek East Area-
Annexation Sewer and Water. This contract consists of approximately
24,000 linear feet of sanitary sewer trunk and 1,100 linear feet of water main to
serve residential areas bordered by the New Outer Belt (I-485), NC-51, US-521,
and I-77. The contract will be constructed on private lands and State right-of-way.
The sanitary sewer trunks cross jurisdictional waters and wetlands in
fifteen locations. We have attached the application form and supporting
documentation as required. We are requesting that the 401 Certification and
Nationwide No. 12 permits be issued for this contract area.
In addition, there is one trunk line that we need to notify and request concurrence
from your Division. The trunk to Nations Ford Road, Exhibits 13A, 13B, 13C,
and 13D, does not have the minimum 10-foot undisturbed buffer along the
stream bank. The reason for this is that this trunk was designed by CMUD prior
to the present regulations in a period of 5 to 7 years ago. CMUD accordingly
procured easements from property owners over 5 years ago for this alignment.
Rather than redesign the line and obtain new easements from property owners,
CMUD would request your concurrence to leave the alignment "as is" and
perform any necessary restoration to disturbed stream bank.
Administration Division 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2221
Charlotte-Mecklenburg Utility Department
Mr. John Dorney
October 13, 1997
Page 2
If you have any questions, please contact me at [phone] or Jeff Davis at
Black & Veatch at [phone].
Very truly yours,
CHARLOTTE-MECKLENBURG UTILITIES
Keith Shirley
CMUDA2/jhb
Enclosures
cc (w/enclosures): Kathy Freeze, CMUD (w/enclosures)
Jeff Davis, B&V
Steve Lund, U. S. Army Corps of Engineers, Asheville, NC
Leonard S. Rindner
U. S. Army Corps of Engineers, Wilmington, NC