19971061 Ver 1_Complete File_19940125

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
January 25, 1994
MEMORANDUM
To: Melba McGee
Through: John Dorneyp
Monica Swiha''rt
ao,
ED IF= 9`*J F=1
From: Eric Galam?: /
Subject: EA/FONSI High Point Intermediate Loop
Guilford County
State Project DOT No. 9.8071086, TIP #U-253613
EHNR # 94-0452, DEM # 10480
The subject document has been reviewed by this office. The Division of Environmental
Management is responsible for the issuance of the Section 401 Water Quality Certification for
activities which may impact waters of the state including wetlands. The following comments
are offered in response to the EA/FONSI prepared for this project which will impact 0.4 acres
of wetlands.
1. The 401 Certification for this project was authorized in the application for the mall. I J
2. DEM requests that type A soil and erosion control measures be used since the project
is located in close proximity to the City of High Point's water supply reservoir.
3. Endorsement of the EA/FONSI by DEM does not preclude the denial of a 401
Certification upon application if wetland impacts have not been avoided and minimized
to the maximum extent practicable.
Questions regarding the 401 Certification should be directed to Eric Galamb in DEM's Water
Quality Planning Branch.
hpintlop.ea
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmativo Action Employer 5(M recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA
OrM31330 r 3
17ETLAi
l'r',1TER Ol!;",!.ITY SECT?i '!
DEPARTMENT OF 1PANSPORTATION
JAMES B. HUNT, JR. DIVISION OF HIGHWAYS
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201
August 26, 1993
MEMORANDUM TO: Mr. Eric Galamb
R. SAMUEL HUNT 111
SECRETARY
DEM - DEHNR, 6th Floor
FROM: L. J. Ward, P. E., Manager
Planning and Environmental Bra . q' aatt'
SUBJECT: State Environmental Assessment/Finding of No Significant
Impact for a portion of the High Point Intermediate Loop
from Eastchester Drive (NC 68) to Johnson Street in High
Point, Guilford County, TIP No. U-2536 B
The firm of Kimley-Horn and Associates, Inc., Raleigh, North Carolina has
been retained to prepare a State Environmental Assessment/Finding of No
Significant Impact (SEA/FONSI) for the proposed construction of a multi-lane
roadway on new location from Eastchester Drive (NC 68) to Johnson Street in
High Point, Guilford County (see attached figure). The length of the project
is approximately 0.6 miles.
The purpose of this letter is to solicit input from agencies and individuals
concerning the potential impact of the proposed project upon any structure or
feature in proximity to the project and the impact of this project upon
social, economic, demographic, land use or environmental conditions. All
right-of-way for the project will be provided by others. No control of
access is expected.
The proposed project is a portion of the High Point Intermediate Loop. The
High Point Intermediate Loop is included in the 1994-2000 Transportation
Improvement Program (U-2536 B). Construction of the proposed project is
scheduled to begin in 1994.
The proposed project is a four-lane divided roadway (two lanes in each
direction with a 16-foot raised median). Traffic projections for the year
2005 anticipate approximately 2,000 to 2,500 vehicles per hour during the PM
peak hour.
`r
G
August 26, 1993
Page 2

The SEA/FONSI will evaluate the social, economic, and environmental impact of
the proposed project. Specific issues to be addressed include natural
resources, archaeology, historic structures, wetlands, air and noise impacts,
water quality, floodplains, hazardous materials, and other relevant impacts.
Please note that there will be no formal interagency scoping meeting for this
project. This letter, therefore, constitutes solicitation for scoping
comments related to this project.
In order that we may fully evaluate the impacts of the proposed project, it
is requested that you respond in writing concerning any beneficial or adverse
impacts of the proposed project relating to the interest of your agency. For
our consultants to stay on schedule and for your input to be included in the
planning and environmental report, please respond within 30 days.
If you have any questions concerning this project, please contact Mr. Tom
Kendig (919-733-3141).
TK/plr
Attachment
State of North Carolina
Department of Environment,
Health and Natural Resources A '.
Division of Environmental Management -?I
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
D
E H N R
A. Preston Howard, Jr., P.E., Director
September 21, 1993
MEMORANDUM
TO: Melba McGee, Planning and Assessment
FROM: Monica Swihart',-?(nlater Quality Planning
SUBJECT: Project Review #94-0154; Scoping Comments - NC DOT
Proposed Improvements to High Point Intermediate Loop
from Eastchester Drive (NC6 68.) to Johnson Street in High
Point, Guilford County, TIP #U-2536 B
The Water Quality Section of the Division of Environmental
Management requests that the following topics be discussed in the
environmental documents prepared on the subject project:
A. Identify the streams potentially impacted by the project. The
stream classifications should be current. From the
preliminary information provided, it appears that the proposed
improvements would occur within the critical area of the West
Fork Deep River Water Supply Watershed which is classified WS-
IV by the State of North Carolina.
B. Identify the linear feet of stream channelizations/
relocations. If the original stream banks were vegetated, it
is requested that the channelized/relocated stream banks be
revegetated.
C. Number of stream crossings.
D. Will permanent spill catch basins be utilized? DEM requests
that these catch basins be placed at all water supply stream
crossings. Identify the responsible party for maintenance.
E. Identify the stormwater controls (permanent and temporary) to
be employed.
F. Please ensure that sediment and erosion and control measures
are not placed in wetlands.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past-consumer paper
Melba McGee
September 21, 1993
Page 2
G. Wetland Impacts
1) Identify the federal manual used for identifying and
delineating jurisdictional wetlands.
2) Have wetlands been avoided as much as possible?
3) Have wetland impacts been minimized?
4) Discuss wetland impacts by plant communities affected.
5) Discuss the quality of wetlands impacted.
6) Summarize the total wetland impacts.
7) List the 401 General Certification numbers requested from
DEM.
H. Will borrow locations be in wetlands? Borrow/waste areas
should avoid wetlands to the maximum extent practicable.
Prior to approval of any borrow/waste site in a wetland, the
contractor shall obtain a 401 Certification from DEM.
I. Did NCDOT utilize the existing road alignments as much as
possible? Why not (if applicable)?
J. Please provide a detailed discussion for mass-transit as an
option.
K. To what extent can traffic congestion management techniques
alleviate the traffic problems in the study area?
L. Please provide a conceptual mitigation plan to help the
environmental review. The mitigation plan may state the
following:
1. Compensatory mitigation will be considered only after
wetland impacts have been avoided and minimized to the
maximum extent possible.
2. On-site, in-kind mitigation is the preferred method of
mitigation. In-kind mitigation within the same watershed
is preferred over out-of-kind mitigation.
3. Mitigation should be in the following order:
restoration, creation, enhancement, and lastly banking.
Written concurrence of 401 Water Quality Certification may be
required for this project. Applications requesting coverage under
our General Certification 14 or General Permit 31 will require
written concurrence. Please be aware that 401 Certification may be
denied if wetland impacts have not been avoided and minimized to
the maximum extent practicable.
10360er.mem
ecc Eric Galamb
NOTICE OF AN OPPORTUNITY
CONSTRUCTION OF A PORTION
JOHNSON STREET
Project 9.8071086
FOR A PUBLIC HEARING FOR THE PROPOSED
OF THE HIGH POINT INTERMEDIATE LOOP FROM
TO EASTCHESTER DRIVE (NC 68)
U-2536B
Guilford County
The North Carolina Department of Transportation proposes to
construct a portion of the High Point Intermediate Loop from
Johnson Street to Eastchester Drive (NC 68), a distance of 0.6
mile. The proposed project will be constructed as a four-lane
divided highway with a 16-foot median. Additional turn lanes will
be provided on Johnson Street and Eastchester Drive.
It is proposed to acquire 140 feet of right of way to contain the
four lane section with additional amounts of right of way required
at intersections for the proposed turn lanes.
Copies of the Environmental Assessment/Finding of No Significant
Impact are available for public review at the High Point Department
of Transportation and at the High Point Public Library.
Anyone desiring that a public hearing be held on the proposed
project may make such a request by registered letter to: C. B.
Goode, Jr., P. E., P. 0. Box 25201, Raleigh, NC 27611. Requests
must be made by January 26, 1994.
If additional information is desired, contact Mr. Goode at the
above address or at 919/250-4092.
z
M1 - 5 ico
Oak Hollow Mall - Submitted by Davis-Martin-Powell & ASSO.
218 Gatewood Avenue, Suite 102, High Point, NC, 27262
RAINFALL STATS MEAN CV
VOLUME (inch) 0.520 1.32
INTENS (in/hr) 0.114 1.76
DURATION (hr) 7.000 1.11
DELTA (hr) 10 0.000 0.97
RUNOFF COEF (Rv) = 0.75
DRAINAGE AREA (acre) = 750.0
BASIN SURF AREA (sq ft) %365900.0
BASIN DEPTH (ft) = 12.00
SHORT CIRC PARAM = 2.00
OVERFLOW RATE (QR/A) = 0.64
VOL CAPAC FACTOR (VB/VR) 4.14
++++++++++++++++++++++++++++++++++++++++++++++++
SIZE % REMOV % REMOV % REMOV SETT VELOC
FRAC DYNAMIC QUIESCENT COMBINED
------ FT/HR
----
1 ------
4 ------
58 59 0.03
2 15 67 72 0.30
3 48 68 84 1.50
4 91 68 97 7.00
5 100 68 100 65.00
ALL 51 66 84
?i F?
VOL FACTOR
VE/VR
2.70
3.98
4.14
4.14
4.14
- O-F r
DAVIS - MARTIN - POWELL & ASSOCIATES, INC.
[01 M ENGINEERING LAND PLANNING • SURVEYING
?f 218 GATEWOOD AVENUE • SUITE 102
r? HIGH POINT, NC 27262 Tik

1

a? `fin
PHONE [phone] • FAX [phone]
February 7, 1994
Re:
CBL & Associates
Oak Hollow Mall
Comprehensive Watershed
Management Plan
Job No. E-1717 (BF)
DEM Project #93310
COE Action ID 70199300988
Mr. John Dorney, Water Quality Section
Division of Environmental Management, DEHNR
PO Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
For your review and approval, we have enclosed two (2) copies of
the detailed plans and specifications for the above referenced
project. From our previous submittal on January 6, 1994, your
office had the following comments:
1) Stilling pool must be provided at the end of
wetland pipe outlets.
2) Submit information on pre-development inflows
to wetlands.
3) Scott Thomas noted that the water quality
ponds must meet State standards.
The detailed plans include an outlet structure for the wetland
pipes. (Please refer to Plan Sheet 10). The wetland inflows are
shown in our design calculations, copies of which are enclosed for
your review.
Our proposed ponds are designed in accordance with the City of High
Point requirements. The City's design standards were adopted from
a study by Camp Dresser and McKee entitled "Watershed Management
Study: Oak Hollow and City Lake Watershed", completed in late
1989.

WETLMMS GI10I;F?
PLATER QUALITY SECT;^I!

Mr. John Dorney, Water Quality Section
Division of Environmental Management, DEHNR
February 7, 1994
Page -2-
The City and Camp Dresser and McKee have done extensive research on
their design method and are confident the pollution reductions
required by the State of North Carolina will be accomplished with
their adopted design standards.
Should you have any questions or require additional information,
please do not hesitate to call.
Very truly yours,
EM/res
c: Michael Lebovitz
Wendy Fuscoe
File
DAVIS-MARTIN-POWELL & ASSOCIATES
r
L01 UENGI 218 GAGEW OD AVENUEIN SUITE RUV2 YING
PHONE [phone] • FAX [phone]
DAVIS - MARTIN - POWELL & ASSOCIATES, INC.
HIGH POINT, NC 27262

February 7, 1994
Re:
D NM N 0 W ?
FEB - 8 is )
WETLANDS GROUP ..-
CBL & Associate"
Oak Hollow Mall
Comprehensive Watershed
Management Plan
Job No. E-1717 (BF)
DEM Project #93310
COE Action ID #199300988
Mr. John Dorney, Water Quality Section
Division of Environmental Management, DEHNR
PO Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
For your review and approval, we have enclosed two (2) copies of
the detailed plans and specifications for the above referenced
project. From our previous submittal on January 6, 1994, your
office had the following comments:
1) Stilling pool must be provided at the end of
wetland pipe outlets.
2) Submit information on pre-development inflows
to wetlands.
3) Scott Thomas noted that the water quality
ponds must meet State standards.
The detailed plans include an outlet structure for the wetland
pipes. (Please refer to Plan Sheet 10). The wetland inflows are
shown in our design calculations, copies of which are enclosed for
your review.
Our proposed ponds are designed in accordance with the City of High
Point requirements. The City's design standards were adopted from
a study by Camp Dresser and McKee entitled "Watershed Management
Study: Oak Hollow and City Lake Watershed", completed in late
1989.
t
A
Mr. John Dorney, Water Quality Section
Division of Environmental Management, DEHNR
February 7, 1994
Page -2-
The City and Camp Dresser and McKee have done extensive research on
their design method and are confident the pollution reductions
required by the State of North Carolina will be accomplished with
their adopted design standards.
Should you have any questions or require additional information,
please do not hesitate to call.
Very truly yours,
EM/res
c: Michael Lebovitz
Wendy Fuscoe
File
DAVIS-MARTIN-POWELL & ASSOCIATES
MEMO
DATE:
TO
SUBJECT:
e C: h=i
From:
-e`iaSTATF'?o `L
yr+ North Carolina Department of Er iironment
Health and Natural Resource..
Printed on Recycled Paper
tti"zx?... "s ? } t
JUN-11-93 FRI 14:12
June 11, 1993
MCNEILL LEHMAN INC
Mr. Preston Howard
Director
Divisio:, of Environmental Management
North Carolina Department of Environment,
Health and National Resources
P. O. Box 29535
Raleigh, NC 27626
Re: CBL & Associates, Chatanooqa, TN Permit
Dear Mr. Howard:
=Cfj0N
I respectfully request that the Division of Environmental Management
conduct a public hearing in High Point before acting on the request
of CBL & Associates to build a mall in our city's watershed near
Oak Hollow Lake. The CBL request has been the subject of intense
public concern, and the decisive nature of this issue makes it
important that these concerns be heard.
In 1989, CBL requested clearance to build a mall in the same area.
Its request was denied because of water--quality concerns. A large
portion of High Point's taxpayers are voicing those same concerns
now. They are not convinced that CBL's revised watershed management
plan will protect our city's primary source of drinking water.
Thank you for your consideration in this matter.
Sincere ,
I
Charles Lehman

1
FAX NO, 9198851829 P. 0
t F I «.y/
:.7 1 1993
i`
2 3 f'-?
WETLAwS GROUP
HATER (YUhITY SECTIM
High Point Intermediate Loop
. Johnson Street to Eastchester Drive (NC 68)
in High Point, Guilford County
State Project No. 9.8071086
TIP No. U-2536B
ADMINISTRATIVE ACTION
STATE ENVIRONMENTAL ASSESSMENT/
FINDING OF NO SIGNIFICANT IMPACT
North Carolina Department of Transportation
Division of Highways
In compliance with the North Carolina Environmental Policy Act
For further information contact:
H. Franklin Vick, P.E.
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
[phone]
;Z"IZ -
-17Z
Da c ranklin Vick, P.E.
Manager of Planning and Environmental Branch
North Carolina Department of Transportation

flit
High Point Intermediate Loop
Johnson Street to Eastchester Drive (NC 68)
in High Point, Guilford County
State Project No. 9.8071086
TIP No. U-2536B
ADMINISTRATIVE ACTION
STATE ENVIRONMENTAL ASSESSMENT/
FINDING OF NO SIGNIFICANT IMPACT
Documentation Prepared By:
KIMLEY-HORN AND ASSOCIATES, INC.
Mark E. Atkinson, P.E.
Environmental Study Manager
CARD
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OFESSto?;•
SEAL
18428 -
4still w0%0"',
For the North Carolina Department of Transportation
James A. Bissett, Jr., P.E., nit Head
Consulting Engineering Unit
Thomas R. Kendig, A VP
Project Manager
=I
0
0
SUMMARY
State Environmental Assessment/Finding
Of No Significant Impact
The following person can be contacted for additional information concerning this proposal
and statement.
Mr. H. Franklin Vick, P.E.
Manager, Planning and Environmental Branch
Division of Highways
P.O. Box 25201
Raleigh, North Carolina 27611
Telephone [phone]
3. ACTIONS REQUIRED BY OTHER STATE AND FEDERAL AGENCIES
A permit from the U.S. Army Corps of Engineers (COE) will be required for this project
under the provisions of Section 404 of the Clean Water Act Amendments of 1977. A
Section 401 Water Quality Certification from the Division of Environmental Management
will also be required.
4. BRIEF DESCRIPTION OF THE PROJECT AREA
The project area is located within the city limits of High Point in Guilford County. The
Eastchester Drive (NC 68) (see Figure 1). The study area is primarily undeveloped and
surrounded by residential and commercial development. The zoning for the undeveloped
central portion of the study area was recently changed to community/regional commercial.
It is the proposed location of Oak Hollow Mall, a regional mall.
0
0
1. TYPE OF ACTION
This is a State Highway Administrative Action, combined Environmental
Assessment/Finding Of No Significant Impact.
2. ADDITIONAL INFORMATION
western terminus is the intersection of Johnson Street, and the eastern terminus is
0

7

HIGH POINT
INTERMEDIATE LOOP PROJECT LOCATION '?
0
I S. PROPOSED PROJECT
The North Carolina Department of Transportation (NCDOT) proposes to construct a
portion of the High Point Intermediate Loop from Johnson Street to Eastchester Drive
(NC 68). The proposed project will be constructed as a four-lane divided highway with
a 16-foot median. Additional turn lanes will be provided on Johnson Street and
Eastchester Drive. The length of the project is approximately 0.6 mile. The proposed
project is included in the 1994-2000 NCDOT Transportation Improvement Program (TIP)
and is designated as U-2536B. Construction is scheduled to begin in Fiscal Year 1994.
The estimated construction cost of the proposed project is $2.568 million.
6. SUMMARY OF BENEFICIAL AND ADVERSE ENVIRONMENTAL EFFECTS
Construction of the proposed project will help meet traffic needs and fulfill the goals of
the 1989 High Point Urbanized Area Thoroughfare Plan. The Intermediate Loop is
designated a proposed major thoroughfare between Johnson Street and Eastchester Drive.
d Three relocations will be required: two residences and one business. The City of High
Point is in the process of acquiring the properties. No neighborhoods will be divided by
the proposed highway. This project will not affect any threatened or endangered animal
or plant species. Approximately 0.4 acre of wetlands will be impacted by the project,
while 0.68 acre of floodplains will be impacted as a result of the proposed improvements.
Three residences will be located within the 67 dBA noise contour. The proposed project
is in conformance with the Clean Air Act and its 1990 amendments and is a part of an
approved Thoroughfare Plan.
7. ALTERNATIVES CONSIDERED
Two alternative typical sections were considered: a five-lane cross-section and a four-lane
divided highway. Both typical sections included a ditch and shoulder section on the
outside. The major difference was that the divided highway included a 16-foot mountable
median in lieu of the continuous center-turn lane provided by the five-lane highway. The
3 . four-lane divided highway was determined to be the most appropriate alternative cross-
-ii-
0
0
0
0
0
0
8.
9.
section because of the better traffic control and traffic operation provided by the median
dividers 'IN I
Other alternatives considered and found not viable were the no-build alternative and
postponement of the proposed project.
BASIS FOR FINDING OF NO SIGNIFICANT IMPACT
Based on analysis of the potential environmental impacts from the proposed project, no
significant adverse effects will result to the human or natural environment from the
construction of the proposed High Point Intermediate Loop between Johnson Street and
Eastchester Drive.
ENVIRONMENTAL COMMITMENTS
Environmental commitments for the proposed action include the following:
A. There will be strict adherence to the erosion control plan by the contractor,
including limiting areas and duration of exposed earth and stabilizing exposed
areas as quickly as possible. Careful attention to erosion control will be
concentrated at the unnamed tributary crossing near Johnson Street.
B. The sequence for grading and construction of the proposed action (Intermediate
Loop) and related development (Oak Hollow Mall, parcels, and Mall Loop Road)
will proceed as described in the approved Comprehensive Watershed Protection
Plan for Oak Hollow Mall. In general, the sequence will be (1) design and
construction of the Stormwater Treatment Facilities A and B; (2) design and
construction of the Mall, Mall Loop Road, and the Intermediate Loop; and (3)
design and construction of the Parcels. The Comprehensive Watershed Protection
Plan is included in the Appendix.
-iii-
0
0
TABLE OF CONTENTS
I'1S.Te

7
1. Need for the Proposed Project 1
A. General Description I
B. Project Status I
C. Characteristics of Existing Highway Network 1
1. Typical Section Description 1
2. Right-of-way 2
3. Speed Limit 2
4. Access Control 2
5. Degree and Type of Roadside Development 2
6. Intersection Treatment 2
7. Railroad Crossings 2
8. Drainage Structures 3
9. Utilities 3
D. Accident Analysis 3
E. Traffic Volumes and Level-of-Service 4
F. Benefits to the State, Region, and Community 5
II. Description of the Proposed Project 6
A. General Description 6
B. Summary of the Proposed Project 6
1. Typical Section Description 6
2. Right-of-way 6
3. Bikeways/Sidewalks 6
4. Proposed Design Speed 7
5. Access Control 7
6. Intersection Treatment 7
7. Drainage Structures 7
III. Alternatives to the Proposed Project 9
A. No Build Alternative 9
B. Postponement of the Proposed Project 9
C. Other Alternatives 9
IV. Social, Economic, and Environmental Impacts 11
A. Social Impact 11
1. Land Use 11
2. Neighborhood Impacts 12
3. Relocation of Families and Businesses 12
4. Public Facilities and Services 12
B. Economic Impact 13
C. Cultural Resources 13
D. Environmental Impact 14
-iv-
TABLE OF CONTENTS (continued)
1. Plant Communities 14
2. Animal Communities 16
3. Protected Species 17
4. Wetlands 19
5. Water Resources 21
6. Flood Hazard Evaluation 23
7. Soils 23
8. Farmlands 25
9. Traffic Noise Analysis 25
10. Air Quality 28
11. Geology 35
12. Potential Hazardous Material Sites 35
13. Visual Impacts 36
14. Secondary Impacts 37
15. Construction Impacts 37
16. Permits Required 38
V. Comments and Coordination 40
VI. Finding of No Significant Impact 41
APPENDIX
-v-
LIST OF FIGURES
Following
Page
Figure 1 Project Location i
Figure 2 Thoroughfare Plan 1
Figure 3 Average Daily Traffic 4
Figure 4 Proposed Project 6
Figure 5 Typical Section 6
Figure 6 Natural Resources 20
Figure 7 Noise Contour 27
LIST OF TABLES
Page
Table 1 Accident Rate Comparison 3
Table 2 Distribution of Impacts to Vegetative Communities 16
Table 3 Soil Summary 24
Table 4 Noise Abatement Criteria 26
Table 5 Noise Contour Lines 27
Table 6 Summary of National Ambient Air Quality Standards 30
Table 7 Summary of Air Quality Impacts 34
-vi-

0 I. NEED FOR THE PROPOSED PROJECT
A. General Description
This report presents the results of a study for the proposed construction of a portion of
the High Point Intermediate Loop. The study area begins at Johnson Street and ends at
n Eastchester Drive, a distance of 0.6 mile.
This portion of the High Point Intermediate Loop is classified as a major thoroughfare in
the 1989 High Point Urbanized Area Thoroughfare Plan, shown in Figure 2.
B. Project Status
The project is listed in the 1994-2000 NCDOT Transportation Improvement Program
(TIP) as U-253613. The TIP lists construction beginning in Fiscal Year 1994.
C. Characteristics of Existing Highway Network
For purposes of this study, the existing highway network consists of portions of
Eastchester Drive and Johnson Street, which are described as follows:
Eastchester Drive -- From the intersection of Eastchester Drive and Johnson Street
to the eastern terminus of the proposed project, located just north of Lakewood
Drive, an approximate distance of 0.8 mile.
Johnson Street -- From the Eastchester Drive and Johnson Street intersection to
the western terminus of the proposed project, an approximate distance of 0.6 mile.
1. Typical Section Description
Eastchester Drive consists of a five-lane curb and gutter section. This facility
provides two 12-foot-wide travel lanes in each direction and a 16-foot center lane
for left turns.

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HIGH POINT THOROUGHFARE PLAN
INTERMEDIATE LOOP
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D Johnson Street consists of a four-lane divided highway. The facility provides two
r1 11-foot-wide lanes in each direction divided by a 24-foot-wide grassed median.
2. Right-of-Way
The existing right-of-way width is 90 feet on Eastchester Drive and 112 feet on
Johnson Street.
3. Speed Limit
The posted speed limit on Eastchester Drive is 45 miles per hour. The posted
speed limit on Johnson Street is 50 miles per hour.
4. Access Control
The City of High Point has partial control of access on Johnson Street and no
control of access on Eastchester Drive.
n 5. Degree and Type of Roadside Development
LJ Mostly light density residential and some scattered commercial development abuts
Eastchester Drive and Johnson Street. Wesleyan Homes, a retirement home, is
located on the east side of Eastchester Drive just north of Lakewood Drive. St.
Christopher Episcopal Church is located in the northeast quadrant of the Johnson
Street/Eastchester Drive intersection.
6. Intersection Treatment
All intersecting roads connect with the studied highways at grade. The
intersection of Eastchester Drive and Johnson Street is signalized. All other
intersections have stop sign control.
7. Railroad Crossings
There are no railroad crossings.

0
8. Drainage Structures
There are no bridges. One stream crossing is located on Johnson Street which has
two 60-inch pipes.
9. Utilities
Overhead powerlines and street lights run along the western edge of Johnson
Street. A sewer pumping station is located in the southwest quadrant of the
Johnson Street/Interim Way intersection. Overhead utilities are located on both
sides of Eastchester Drive.
D. Accident Analysis
A traffic accident rate analysis was prepared for Johnson Street and Eastchester Drive.
The analysis, summarized in Table 1, covers the period from August 1990 to July 1993.
This table indicates the actual accident rates on these roads and compares them with the
average statewide accident rates for similar types of roadways.
TABLE 1
ACCIDENT RATE COMPARISON
(accident rate per 100 million' vehicle miles)
Total Fatal Injury
Classification Facility Between Accident Rate Accident Rate Accident Rate
Urban four-lane Johnson Street Eastchester Drive 241.03 0.0 117.84
divided and 1.0 mile north
(NC route) of Interim Way
1990-1992 STATE{VIDE AVERAGE (79.4) (0.0) (28.2)
Urban 4 or more Eastchester Drive Johnson Street and 285.62 0.0 108.34
lane undivided 0.7 mile north of
(NC route) Lakewood Drive
1990 -1992 STATEiVIDE AVERAGE (358.3) (0.6) (150.3)
Source: N.C. Department of Transportation, Traffic Engineering Branch

-3-
I
U As shown in the above table, the total and injury accident rates on Eastchester
Drive are lower than the statewide average for similar facilities. Though the
overall accident rate for Johnson Street is above the statewide average, the
accidents are generally clustered around the Eastchester Drive/Johnson Street
intersection. Of the 66 accidents that occurred on Johnson Street and Eastchester
Drive during the three-year analysis period, 22 occurred at the Eastchester
Drive/Jolnson Street intersection. The proposed project could lead to lower
accident rates by reducing the congestion that currently exists at the intersection.
E. Traffic Volumes and Level-of-Service
The existing (1992) average annual daily traffic (AADT) volumes on Eastchester
Drive ranges is approximately 26,200 vehicles per day (VPD). The 1992 AADT
volume on Johnson Street is 12,700 VPD.
Preliminary traffic forecasts for the year 2015 project an AADT volume of
approximately 34,200 VPD on the proposed facility. In the vicinity of the
Intermediate Loop, Eastchester Drive is projected to have a 2015 AADT volume
of 48,800 VPD and Johnson Street is projected to have 33,400 VPD. Existing and
future traffic volumes are shown on Figure 3.
A detailed analysis was performed for the future traffic conditions. Levels of
service are designated with letters from A to F. LOS A represents the best
operating conditions with free flow and virtually no delay. LOS F represents the
worst operating conditions and indicates long queues of traffic tend to form and
delay at intersections exceeds 60 seconds per vehicle. The analysis indicated that
the Johnson Street/Intermediate Loop intersection will operate at LOS B in 1995
(when the Loop opens to traffic), LOS B in 2005, and LOS E in 2015. The
Eastchester Drive/Intermediate Loop intersection will operate at LOS C in 1995,
LOS D in 2005, and LOS F in 2015. The analysis also revealed that Eastchester
J Drive, Johnson Street, and the Intermediate Loop will require widening to six
lanes to accommodate the projected 2015 traffic. As proposed by NCDOT and
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programmed in the TIP, this project is not intended to fully address those
projected traffic needs. It does provide a substantial improvement in roadway
capacity that will serve future growth and development.
F. Benefits to the State, Region, and Community
This project will enhance the safety and general welfare of High Point residents
and businesses by providing a portion of a circumferential loop, referred to in the
High Point Urbanized Area Thoroughfare Plan as the Intermediate Loop. The
proposed project will create a more efficient route for the flow of goods, services,
and traffic. The project will provide access to the proposed Oak Hollow Mall and
is expected to enhance economic growth and development in the project area and
favorably affect the local tax base. The proposed project also is expected to
reduce congestion at the existing intersection of Eastchester Drive and Johnson
Street.

-5-
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II. DESCRIPTION OF THE PROPOSED PROJECT
lJ A. General Description
The proposed project consists of constructing a four-lane divided highway between
Johnson Street and Eastchester Drive (NC 68). The facility will consist of two 24-
D foot pavements (two lanes in each direction) divided by a 16-foot median. A
standard 10-foot usable shoulder (two-foot paved) is proposed with a ditch section
Q along the outside of the pavements. Additional turn lanes will be provided at the
intersections of the proposed project with Eastchester Drive and Johnson Street
and at the two mall access roads (see Figure 4). The stub to the south is for
access to a nine-acre parcel. The length of the project is approximately 0.6 mile.
B. Summary of the Proposed Project
1. Typical Section Description
The typical section is a four-lane divided highway and is shown in Figure 5. It
will provide two basic through lanes in each direction (24 feet of pavement in
each direction) with shoulder and ditch sections on the outside. A 16-foot wide
median is proposed. The median will include a five-inch mountable, monolithic
concrete island.
2. Right-of-Wavy
The acquisition of adequate right-of-way to contain the four-lane divided highway
is proposed. The right-of-way width is to be 140 feet with additional right-of-way
at intersections and construction easements as necessary to contain the proposed
typical section.
3. Bikeways/Sidewalks
No special provisions for bikeways or sidewalks are proposed for this project.

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4. Proposed Design Speed
The design speed for the proposed roadway will be 50 miles per hour. The
anticipated posted speed limit will be 45 miles per hour.
5. Access Control
Partial control of access is proposed for this project. The proposed Intermediate
Loop will have two driveway connections from the north side and one driveway
connection from the south side. Vehicular access would be prohibited to all
adjacent residential streets.
6. Intersection Treatment
The proposed project will have at-grade and signalized intersections with Johnson
Street and Eastchester Drive. The two entrances into the proposed regional mall
are proposed to be signalized. The existing intersection of Lakewood Drive and
Eastchester Drive will be eliminated. Traffic on Lakewood Drive will be routed
onto Futrelle Drive.
The Eastchester Drive/Intermediate Loop intersection will require the following
additional lanes on Eastchester Drive: one southbound right-turn lane and two
northbound left-turn lanes. The eastbound section of the Intermediate Loop at this
intersection will require two left-turn lanes, two through lanes, and one right-turn
lane. Johnson Street will require dual southbound left-turn lanes at its intersection
with the Intermediate Loop. The westbound section of the Intermediate Loop will
require one left-turn lane, two through lanes, and one right-turn lane at the
intersection with Johnson Street. The Eastchester Drive/Intermediate Loop and the
Johnson Street/Intermediate Loop intersections will be signalized.
7. Drainage Structures
The proposed project includes the construction of a concrete box culvert just east
of the intersection of the proposed project and Johnson Street, located on a small
1
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unnamed drainage tributary. The box culvert will consist of three, ten-foot by
tenfoot barrels, approximately 110 feet long.
Another major drainage structure is located on Johnson Street within the limits of
the proposed construction. The existing drainage structure consists of two
reinforced concrete pipes, each 60 inches in diameter and 167 feet in length.
Additional widening to add turn lanes may require the extension of the existing
structures.

J
III. ALTERNATIVES TO THE PROPOSED PROJECT
A. No Build Alternative
The existing sections of Johnson Street and Eastchester Drive function as major radial
facilities into the City of High Point. The proposed project will provide a portion of a
circumferential loop that will allow traffic to bypass the existing intersection of
Eastchester Drive and Johnson Street. Heavy left turns in this intersection have already
required double left-turn lanes from southbound Jolmson Street onto eastbound Eastchester
Drive to provide tolerable traffic operating conditions. Without the proposed intermediate
loop facility and with increasing traffic demands, congestion at this intersection will
worsen.
The "no build" alternative would avoid some negative impacts of the proposed project,
such as the disruption of the natural environment by the use of additional land for
roadway purposes. However, benefits of the proposed intermediate loop, such as safety,
user cost savings, and improvement of a major thoroughfare, would not be realized. The
long-term benefits resulting from the construction of the proposed project -- including
increased accessibility to a proposed mall, enhanced economic development, and provision
of a more efficient route -- would more than compensate for any unavoidable adverse
impacts.
B. Postponement of the Proposed Project
Postponing the proposed project would delay the effects of any negative impacts, but it
also would delay the improvements to the traffic network and the resultant user benefits.
The project also would be more difficult to construct in the future when traffic volumes
and development have increased.
C. Other Alternatives
The intent of this project is to provide improved transportation service between the
existing routes of Eastchester Drive and Jolmson Street while minimizing impacts to the
surrounding environment. Because the proposed route is shown on the 1989 High Point
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i
7
Urbanized Area Thoroughfare Plan, is located within the only undeveloped corridor in
the area, and is incorporated within the planning of a proposed mall, no other corridors
and locations within the study area were considered as part of this project.
Two typical sections were considered: a five-lane typical section and a four-lane divided
highway. The four-lane divided highway included a 16-foot-wide median. Both
alternative typical sections included shoulders and ditches on the outside of the pavements.
The five-lane section included a center lane for left-turning traffic. The curbed median
included on the four-lane divided highway will provide better traffic control and improved
traffic operation. The four-lane divided section is recommended due to the improved
traffic operations.
-10-

IV. SOCIAL, ECONOMIC, AND ENVIRONMENTAL IMPACTS
ri A. Social Impact
1. Land Use
The proposed project lies within the area of the Land Use Plan for High Point and
Its Environs which was adopted by the High Point City Council on January 7,
1992. A recent amendment to the land use plan, adopted by the City Council on
June 17, 1993, changed the land use in the project area to community/regional
commercial. Community/regional commercial will accommodate regional
commercial facilities (such as the proposed Oak Hollow Mall) and associated
outparcels.
Two other parcels bordering the project area were recently reclassified to an open
space land use. One of these parcels is located north of Chester Ridge Drive
between Lakewood Drive and Johnson Street. The other open space site is located
north of the proposed project near Oak Hollow Lake. Neither of the sites will be
impacted by the proposed project.
Most of the project area is currently undeveloped. It consists of cleared land with
scattered forest and some farming. Small single-family neighborhoods border the
northern and southern edges of the project area. The eastern edge (Eastchester
Drive) contains commercial, office, and residential sites. The western edge along
Johnson Street is undeveloped.
A variety of land uses exist around the project area. Along Lakewood Drive,
Dobson Avenue, and Bridges Drive, the land use is low density residential. Along
Eastchester Drive, the land use is office/institutional. To the west, along Johnson
Street, the land use is medium to high density residential.
The project also is included in the 1989 High Point Urbanized Area Thoroughfare
Plan and is designated as a proposed major thoroughfare. The Intermediate Loop
-11-
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is intended to be the primary inner-circumferential route in northern High Point
and is an integral part of the Thoroughfare Plan.
2. Neighborhood Impacts
The proposed project will have minimum adverse impact to the social
environment. No communities or neighborhoods will be divided by the facility.
While the intersection of Lakewood Drive and Eastchester Drive will be severed,
Futrelle Drive will be realigned with Lakewood Drive to provide access to
Eastchester Drive.
The proposed project will not interfere with accessibility to goods and services,
nor will it disrupt social cohesion. The Intermediate Loop will be integrated into
the existing transportation network and thereby facilitate travel between
communities. The only access points from the Intermediate Loop are the two
entrances into the Mall and the entrance to an outparcel.
3. Relocation of Families and Businesses
The proposed project will require the relocation of two residences on the north
side of Lakewood Drive near Futrelle Drive.
The proposed project will also require the relocation of one business, the All-Risk
Insurance. This business is located on the north side of Lakewood Drive at
Eastchester Drive. The City of High Point is in the process of acquiring the
necessary properties for the right-of-way.
4. Public Facilities and Services
The Wesleyan Education Center, located east of Eastchester Drive between
Dobson Avenue and Lakewood Drive, is the only school located in the study area.
The John Wesley Camp, a church camp, also is located in the study area at the
corner of Futrelle Drive and Bridges Drive. Wesleyan Homes, a retirement
facility located near the eastern terminus of the project, will not be affected by
-12-

1 construction of the proposed project. The current alignment of the proposed
project permits the future extension of the Intermediate Loop to the east without
M seriously impacting Wesleyan Homes. Extending the Loop to the east may require
M taking a portion of Wesleyan Homes' parking lot, but it would not require
relocating structures.
Churches located in the study area include First Wesleyan Church, Seventh Day
Adventist Church, and St. Christopher Episcopal Church. The proposed project
is anticipated to improve accessibility to these and other public facilities.
B. Economic Impact
The proposed project is part of a vital traffic network and will have a positive
impact on the overall local economy. The proposed regional mall to be
constructed on this section of the Intermediate Loop will increase the local tax
base and create many new jobs both directly and indirectly from the secondary
development that typically accompanies a project of this scope. In addition, the
flow of goods and services, as well as traffic flow, will be enhanced by the
proposed project. Users will benefit from reduced travel time and reduced
congestion.
C. Cultural Resources
The State Historic Preservation Officer (SHPO) conducted a review of the
proposed project study area for historic sites and archaeological sites. The
investigation concluded that no properties of architectural, historical, or
archaeological significance are within the project study area that would be affected
by the project (see letter in Appendix). SHPO recommended that no
archaeological investigation be conducted in connection with the project.
Likewise, coordination with the City of High Point's Department of Planning and
Development indicated that there are no locally-designated landmarks in the
4 project study area (see letter in Appendix).
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a
D. Environmental Impact
1. Plant Communities
The distribution of plant communities throughout the project area is a result of
topographic positioning, climate, soil characteristics, hydrologic influences, and
past or present land uses. Most of the plant communities along the project
corridor have been disturbed and modified by agricultural practices and urban
changes to the surrounding landscape.
Four community types were identified within the project area through the
interpretation of aerial photography and data collected during field reconnaissance
in September 1993. The communities identified include mixed pine and hardwood
forest, riparian forest, agricultural lands, and urban/disturbed lands. Wetland
habitats, which comprise a small percentage of the project area, are discussed
separately in Section C.3.
Mixed Pine and Hardwood Forest. Well-developed pine-hardwood forests
represent later successional stages of a pine forest in which pines are becoming
less common. The mixed forest has vegetative characteristics similar to hardwood
forest, which it typically precedes in development. Loblolly (Pinus taeda) and
short-leaf pine (Pinus echinata) are present in various amounts and share the
canopy dominance with the hardwood species such as: sweet gum (Liquidambar
styraciua) white oak (Quercus alba), post oak (Q. stellata), and red maple (Ater
rubrum).
Understory composition of the forested community includes saplings of overstory
species as well as flowering dogwood (Corpus florida), redbud (Cercis
capadepsis), and yellow poplar (Liriodepdrop tulipifera). Groundcover species
include Japanese honeysuckle (Lonicera japonica), blackberry (Rubes spp.), and
green brier (Smilax rotupdifolia).
-14-
J
Riparian Forest. A riparian hardwood forest community is present along the
floodplain of the unnamed tributary to Oak Hollow Lake. This forest community
is located in the northwest portion of the project area, adjacent to Johnson Street.
Although this habitat is not abundant in the project area, the rich alluvial soils
found along the stream banks provide habitat for woody and herbaceous vegetation
that is sufficiently distinct from other vegetative associations. This community is
subject to seasonal inundation and supports a canopy of hardwood species such as
sycamore (Platanus occidentalis), river birch (Betula nigra), green ash (Fraxinus
pennsylvanica), yellow poplar, and sweet-gum. The subcanopy includes such
species as red maple, sycamore (Platanus occidentalis), black willow (Salix nigra),
and alders (Abius spp.). Groundcover includes smilax, blackberry, Japanese
honeysuckle, and poison ivy (Toxicodendron radicans).
Agricultural Lands. Agricultural lands are defined by the evidence of recent,
active management of open fields. The extent of this category is most identifiable
from the interpretation of aerial photography with field reconnaissance providing
additional detail about the specific land uses occurring within this category.
Agricultural lands are the most common vegetative community in the project area.
This area includes actively farmed cropland and pasture lands used primarily for
corn production.
Urban/Disturbed. Communities identified as urban/disturbed lands include
residential areas, utility corridors, existing roads, and other natural areas that have
been cleared for development. The majority of vegetation within these areas has
been removed or altered by human activity. Maintained grass areas adjacent to
residential houses and roadside right-of-ways are also included in this category.
Many disturbed areas, particularly residential sites, are heavily vegetated with
introduced ornamental species. Native pine and hardwood species are often
incorporated into landscaped areas.
-0 -15-
0

Impacts to vegetative communities associated with the proposed roadway
improvements would consist primarily of habitat modifications resulting from
clearing, cut and fill, paving, and the creation of borrow areas. The impacts to the
vegetative communities were quantified based on the proposed right-of-way widths
for the alternative. These impacts were derived using 1"=400' scale blue-line
aerials which contained vegetational borders and other landmarks to measure the
habitat areas. Table 2 shows the distribution of impacts to each habitat group.
TABLE 2
DISTRIBUTION OF IMPACTS TO VEGETATIVE COMMUNITIES
Community Type Acreage of Impact
Mixed Pine and Hardwood Forest 1.9
Riparian Forest 1.1
Agricultural Lands 5.4
Urban/Disturbed Lands 1.3
2. Animal Communities
Mixed pine and hardwood forest provide food, shelter, and nesting resources for a
relatively diverse population of wildlife. These areas are particularly conducive to
woodland wildlife when located adjacent to agricultural fields, successional areas, and
open fields.
Animal life characteristic of these habitats includes mammal species such as the gray
squirrel (Sciurus carolinensis), white-tailed deer (Odocoileus virginianus), eastern
cottontail (Sylvilgus floridanus), raccoon (Procyon lotor), and opposum (Didelphis
marsupialis). Nesting bird species typically occuring in these upland forests include the
wood thrush (Hylocichia mustelina), red-eye vireo (Vireo olivaceous), tufted titmouse
(Pares bicolor), and pine warbler (Dendroica pinus). Other common bird species include
D 16
3
the cardinal (Cardinalis cardinalis), common flicker (Colaptes auratus), bluejay
(Cyanocitta cristata), quail (Colinus virginianus), downy woodpecker (Picoides
pubescens), and common crow (Corvus brachyrhynchos).
Wildlife diversity and populations are typically high in riparian forest communities.
Mammals such as beaver (Castor canadensis) and muskrat (Ondatra zibethicus) may be
somewhat limited to this habitat, whereas racoons (Procyon lotor) and the southeastern
shrew (Sorex longirostris) may use the area as part of their home range.
The unnamed tributary to Oak Hollow Lake, located in the northwestern portion of the
project area, provides aquatic habitat which may support populations of fish, amphibians,
and invertebrates. The distribution of aquatic organisms, including both fishes and
invertebrates, is dependent on stream characteristics such as flow, riffles and pools,
substrate type, and water quality. Fish species typically found in the project area include
catfish (Ictalurus spp.), largemouth bass (Micropterus sabnoides), bluegill and other
sunfish (Lepomis spp.), carp (Cyprinus carpio), and various other minnow species
(Gambusia affinis, Notropis spp., and Catostornus spp.).
Amphibious species such as the bullfrog (Rana catesbania), green frog (R. clamitans),
American toad (Bufo americanus), and mudpuppy (Necturus maculosus) are dependent on
waters of creeks, streams, and ponds where they either permanently reside or use the
aquatic environment for breeding habitat.
Reptile species such as snapping turtle (Chelydra serpentina), sliders (Chrysemys spp.),
and water snakes (Natrix spp.) rely upon aquatic habitat for food and shelter.
3. Protected Species
The methodology employed to identify suitable habitat for the federal and state listed
candidate species for Guilford County consisted of a literature review, coordination with
the U.S. Fish and Wildlife Service (USFWS) and the North Carolina Natural Heritage
Program (NCNHP), and field reconnaissance of the project area.
-17-
ig_`
Federally Listed Species. Federally protected plant and animal species with Endangered
(E), Threatened (T), or Proposed (P) status receive protection under the federal
Endangered Species Act of 1973. Records maintained by the U.S. Fish and Wildlife
Service (listing revised May 18, 1993) indicate no known endangered or threatened
species (listed or proposed) with ranges that extend through Guilford County. However,
the following Category 2 candidate species are known to occur in Guilford County:
Nestronia (Nestronia umbellula)
Greensboro burrowing crayfish (Cambarus catagius)
Candidate species are those which may in the future be considered for listing as
endangered or threatened. Category 2 candidates are those species for which information
substantial enough to support listing is unavailable. These candidate species are not
legally protected under the Endangered Species Act or any of its provisions until they are
formally proposed or listed as threatened or endangered. Although these species are not
granted legal protection, consideration of them in the development of a project is
encouraged.
Nestronia (Nestronia umbellula) is a low colonial shrub known chiefly from the Piedmont
physiographic province of the southeastern United States. Its natural range extends from
south Virginia, through the Piedmont region of North Carolina, South Carolina, Georgia,
and eastern Alabama (Horn and Kral, 1984). The shrub has simple, lanceolate leaves and
small, yellow-green flowers. The species flowers in April and May with fruits (drupes)
being produced in July (Kral, 1983). Plants are generally found in successional, dry, open
upland forest of mixed hardwood and pine.
The NCNHP data base has no records of occurrences of this species within the project
area, or areas surrounding the project corridor. Nestronia was not observed during recent
on-site investigations.
Another Category 2 candidate species, the Greensboro burrowing crayfish (Cambarus
Q catagius) has been reported in southeastern Greensboro, Guilford County. This species
_18_

0 is dark brown with greenish-tan chelae (pinkish underneath) with orange fingertips. The
carapace length of adults is approximately 30 millimeters (mm) with the total length of
the species being approximately 55 mm (NCNHP records). This species is considered a
primary burrower largely restricted to burrows rather than in surface waters. Little
information is known about the species habitat requirements, life cycle, or distributional
patterns.
The NCNHP database has no records of occurrences of this species within the project area
or areas surrounding the project corridor. Although no specific survey was conducted for
this burrowing species, the presence of this species within the project area is unlikely due
to its limited population distribution and lack of recent occurrence.
State Listed Species. Species of mammals, birds, reptiles, amphibians and plants with the
North Carolina status of Endangered (E), Threatened (T), or Special Concern (SC) receive
limited protection under the North Carolina Endangered Species Act and the North
Carolina Plant Protection Act of 1979.
Both Nestronia and the Greensboro burrowing crayfish are classified as Significantly Rare
(SR) species by the State. "Significantly Rare" designations indicate rarity and the need
for population monitoring and conservation action. These species are not protected by the
State's Endangered Species Act or Plant Protection Act. As previously discussed, the
occurrence of these species within the project area is unlikely.
4. Wetlands
i
Wetlands are defined by the U.S. Army Corps of Engineers (33 CFR 328.3) as:
"those areas that are inundated or saturated by surface or ground water at a
frequency and duration sufficient to support, and that under normal circumstances
do support, a prevalence of vegetation typically adapted for life in saturated soil
conditions. Wetlands generally include swamps, marshes, bogs and similar areas."
-19-
0
Q In accordance with this definition, wetlands must possess three essential parameters:
hydrophytic vegetation, hydric soils and evidence of wetland hydrology (COE Wetlands
Delineation Manual, 1987).
Li Section 404 of the Clean Water Act authorizes the Corps of Engineers (COE), in
cooperation with the Environmental Protection Agency (EPA) and the U.S. Fish and
Wildlife Service (USFWS), to regulate the disposal of dredged or fill material into "waters
of the United States." The term "waters of the United States" has broad meaning and
incorporates both deepwater aquatic habitats and special aquatic sites, including wetlands
(COE Wetlands Delineation Manual, 1987). Executive Order 11990 requires that new
construction in wetlands be avoided to the extent possible, and that all practical measures
be taken to minimize or mitigate impacts to wetlands.
a Wetlands located within the project area were delineated in September 1992 by Davis-
Martin-Powell and Associates, based on the methodology outlined in the Federal Manual
for Identifying and Delineating Jurisdictional Wetlands, 1987. The wetland areas that will
be crossed by the proposed roadway were field verified during reconnaissance conducted
04
in September 1993. Areas within the project corridor that are subject to Section 404
permit review include the waters and channel limits of the unnamed tributary to Oak
Hollow Lake and the hardwood forest located in the floodplain systems immediately
adjacent to this tributary which are considered jurisdictional based upon the three-
parameter methodology. Figure 6 shows the location of the wetlands identified in the
_ project area.
Wetland impacts associated with the proposed development of a regional shopping mall
on the subject property were issued a Nationwide Permit #26 by the Wilmington District
Corps of Engineers on June 14, 1993. In addition, the proposed development also
received 401 water quality certification from the North Carolina Division of
Environmental Management (NCDEM) on June 16, 1993.
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3 The 4.9± acres of proposed wetland impacts anticipated for the Mall site development
include the wetland crossing associated with the proposed roadway improvements.
Approximately 0.4 acre of wetland impact is anticipated for the roadway crossing. This
impact occurs in the hardwood wetland system located adjacent to the unnamed tributary
to Oak Hollow Lake, near Johnson Street.
In accordance with Executive Order 11990, this project has been designed to avoid new
construction in wetlands to the extent possible, and employ all practical measures to
minimize or mitigate impacts to wetlands. Measures have been employed in the initial
planning of the proposed alternatives to minimize potential impacts through route location
(avoidance), design, and construction practices. Minor alignment shifts may also be
possible in the final design stages of the project to further reduce wetland impacts.
5. Water Resources
The project area is drained by two unnamed tributaries that discharge directly into the
southern portion of Oak Hollow Lake. Oak Hollow Lake functions as a water supply
reservoir for the City of High Point. These drainage systems are part of the larger Cape
Fear River basin.
Although no specific best usage classifications have been assigned to the two unnamed
tributaries in the project area, Oak Hollow Lake has been classified as a WS-IV by the
State (NCDEM, 1993). Typically, any stream not issued a stream classification carries
the same classification as the stream segment to which it is a tributary. Waters classified
as WS-IV are protected water supplies that are generally located in moderately to highly
developed watersheds. Local programs to control nonpoint source and stormwater
discharge of pollution are required. These waterbodies are suitable for all Class "C" uses
which include aquatic life propagation, fishing, wildlife, secondary recreation, and
agriculture (NCDEM, 1993). The DEM classifications are based upon existing or
contemplated best uses for various stream segments.
0
-21-
9 No major point sources (>0.5 mgd) discharge into any segments of these tributaries
(NCDEM, 1988). In addition, no biological sampling locations have been established for
these tributaries. However, from 1988 through 1991, Oak Hollow Lake was fully
supporting all of its designated uses. The lake also received a mesotrophic nutrient status
indicating moderate nutrient levels and no water quality problems.
The unnamed tributary adjacent to Johnson Street is the only stream in the project area
that will be crossed by the proposed roadway. This south to north flowing stream is
approximately 20 feet wide with a sandy substrate. The average water depth at the time
of field reconnaissance was 6-12 inches. A 110-foot culverted crossing of this tributary
is planned as part of the roadway improvement.
Construction practices will also include sedimentation control measures such as berms,
dikes, dams, silt basins and silt fences. Best management practices will be incorporated
during all phases of construction to avoid adversely impacting the water quality in or near
the study area. In addition to potential increases in turbidity, stormwater runoff from
roads may present additional impacts on surface water quality. Runoff from roads may
contain heavy metal loadings, high dissolved and particulate matter, oil and grease.
A Comprehensive Watershed Protection Plan recently has been developed for the proposed
project and Mall. The plan includes a system of regional wet detention facilities that will
provide acceptable levels of treatment for stormwater runoff prior to discharging into Oak
Hollow Lake. The detention facilities will not only treat runoff from the proposed project
but also for much of the off-site contributing watershed. Because the proposed detention
facilities will be regional, they will treat previously untreated stormwater runoff, likely
leading to improved water quality in Oak Hollow Lake. This plan has been approved by
the Watershed Review Committee of the City of High Point and the High Point City
Council. A copy of the plan is included in the Appendix.

-22-
7
6. Flood Hazard Evaluation
Guilford County is a participant in the National Flood Insurance Regular Program. Figure
6 shows the floodplain impact of the proposed project. The impacts are based on a draft
version of the Federal Emergency Management Agency (FEMA) floodplain maps. The
proposed alignment will involve 0.68 acre of floodplain.
The proposed action will be designed such that the floodway will carry the 100-year flood
without increasing the flood water elevation more than one foot at any given point. The
dimensions of the drainage structures and the roadway grades will be adjusted and
designed to avoid increasing the flood hazard in the project area. The project will be
coordinated with appropriate state and local officials and FEMA to assure compliance
with FEMA, state, and local floodway regulations.
7. Soils
Soil formation and characterization result from a combination of biological and geological
activity along with the topographic positioning of an area. One soil association, Enon-
Mecklenburg, extends throughout the project area. This association consists of gently
sloping, well drained upland soils with a sandy/clay loam subsoil. It has a moderate
potential for crops, low potential for most urban uses, and moderate potential for
woodland.
Six soil series from these major associations were identified in the project area (USDA
1977). Characteristics of these soil series are summarized in Table 3. Typical non-hydric
series include Enon, Mecklenburg, and Wilkes.
A hydric soil is one that is saturated, flooded, or ponded long enough during the growing
season to develop anaerobic conditions in the upper part (USDA, 1991). Such soils
typically support the growth of hydrophytic vegetation. No soils that are classified as
hydric by the Guilford County Soil Conservation Service are located in the project area;
however, Chewacla sandy loam may have hydric soil inclusions.
0
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0
0 In addition, Cecil sandy clay loam, Enon fine sandy loam (2-6%) and Mecklenburg sandy
n clay loam are classified by the Soil Conservation Service as prime farmland soils.

TABLE 3

U
M
it S
il S
i SOIL SUININIARY
% S
G
l Ch
ri
i
ap
n
o
er
es lope
enera
aracte
st
cs
Ch Chewacla sandy loam 0-2% Poorly drained, level, located in flat areas
parallel to major streams or floodplains.
Moderate permeability and water capacity.
Frequently flooded for brief periods.
EnB Enon fine sandy loam 2-6% Well drained, located on broad, smooth upland
interstream divides. Slow permeability and low
water capacity. Slope, runoff, high shrink-
swell potential, and slow permeability are the
main limitations.
EnD Enon fine sandy loam 10-15% Well drained, located in long, narrow upland
side slopes. Slow permeability and low water
capacity. Slope, runoff, erosion, slow
permeability, and high shrink swell potential
are the main limitations.
MhB2 Mecklenburg sandy 2-6% Well-drained, located on broad, smooth upland
clay loam interstream divides. Slow permeability and
medium water capacity. Slope, runoff, erosion,
and slow permeability are the main limitations.
MhC2 Mecklenburg sandy 6-10% Well-drained, located on long, narrow upland
clay loam side slopes. Slow permeability and medium
water capacity. Slope, runoff, erosion, and
slow permeability are the main limitations.
WkE Wilkes sandy loam 15-45% Well-drained, located on side slopes adjacent to
major drainageways. Moderately slow
permeability and low water capacity. Slopes,
runoff, erosion, and depth to bedrock are the
main limitations.

24
l
J 8. Farmlands
Acquisition of farmland will not be required for the proposed project. Because the project
area is located in the city limits of High Point and is zoned for non-agricultural use, it is
exempt from the Farmland Protection Policy Act of 1984.
9. Traffic Noise Analysis
Traffic noise is composed of noises from the vehicle's engine, exhaust, and drive train,
and from the tire-roadway interaction. The actual magnitude of sound is caused by short-
duration fluctuations in atmospheric pressure. These fluctuations are called sound
pressures. Since the range of sound pressures varies greatly, a logarithmic relationship
is used to reference sound pressures to a common pressure. This relationship is defined
as the sound pressure level and is measured in decibels (dB). The decibel is often
?k
modified by frequency-weighting curves (A, B, C, or D).
Vehicle noise levels are commonly modified by the A-weighting curve which correlates
very well with human response to noise. Sound levels using the A-weighting curve are
expressed in dBA.
Sound pressure levels in this report are expressed as the hourly Leq, or equivalent sound
level, which is the level in dBA of constant sound that would contain the same acoustic
energy in an hour as the actual sound, which varies considerably over time. In other
words, the fluctuating sound levels of traffic noise are represented in terms of a steady
noise level with the same energy content.
To determine if highway noise levels are compatible with various land uses, the NCDOT
has developed noise abatement criteria and procedures to be used in the planning and
design of highways. These abatement criteria and procedures are in accordance with Title
23 Code of Federal Regulations (CFR), Part 772, U.S. Department of Transportation,
Federal Highway Administration (FHWA), Procedures for Abatement of Highway Traffic
:9 Noise and Construction Noise. A summary of the FHWA Noise Abatement Criteria
0 (NAC) for various land uses is presented in Table 4.
-25-
f
One factor for considering traffic noise mitigation is when future noise levels either
approach or exceed the criteria levels for each activity category. Approach is defined as
within 1 dBA of the criteria. Title 23 CFR, Section 772.11(a) states, "In determining and
abating traffic noise impacts, primary consideration is to be given to exterior areas.
Abatement will usually be necessary only where frequent human use occurs and a lowered
noise level would be of benefit." All of the identified receptors are classified category
B. No category A receptors were identified.
TABLE 4
NOISE ABATEMENT CRITERIA
Hourly A-Weighted Sound' Level -- Decibels (dBA)
Category Leq(h) Description of Activity Category
A 57 Lands on which serenity and quiet are of
(Exterior) extraordinary significance and serve an important
public need and where the preservation of those
qualities is essential if the area is to continue to
serve its intended purpose.
B 67 Picnic areas, recreation areas, playgrounds, active
(Exterior) sports areas, parks, residences, motels, hotels,
schools, churches, libraries, and hospitals.
C 72 Developed lands, properties, or activities not
(Exterior) included in Categories A or B above.
D -- Undeveloped lands.
E 52 Residences, motels, hotels, public meeting rooms,
(Interior) schools, churches, libraries, hospitals, and
auditoriums.
Another factor for considering traffic noise mitigation is the difference between the
existing noise and the project noise level. If the projected noise level results in a
substantial noise increase then mitigation may be warranted. A substantial increase is
defined as a 10 dBA increase if the existing noise level is greater than 50 dBA and a 15
dBA increase if the existing noise level is less than or equal to 50 dBA.

26
0
1 The existing noise levels were monitored at two locations near the project corridor. The
noise level at the first site, located in the backyard of a house on Lakewood Drive at the
corner of Futrelle Drive and Lakewood Drive, was 49.2 dBA. The noise level at the
second site, located approximately 400 feet east of the intersection of Interim Way and
Jolmson Street, was 45.6 dBA. Based on these observations, the existing noise level is
relatively low, 50 dBA or less.
The extent of the 66 dBA noise level contour is used to assess the exposure impacts of
land uses since receptors located within the 66 dBA noise level contour approach or
exceed the FHWA NAC. Furthermore, this information is provided to assist local
authorities in exercising land use control over the remaining undeveloped lands adjacent
to the roadway and to prevent further development of incompatible activities and land
uses. Table 5 indicates the maximum extent of the 66 dBA contour line and the predicted
noise levels at 50, 100, 200, and 400 feet from the edge of the near travel lane. The
noise contours, based on projected 2015 traffic volumes, were determined using the noise
model STAMINA 2.0.
1
TABLE 5
NOISE CONTOUR LINES
66 dBA 50' 100' 200' 400
High Point Int. Loop between 187' 73.5 dBA 69.7 dBA 65.6 dBA 60.8 dBA
Johnson Street and Eastchester
Drive
The 66 dBA noise contour line, shown on Figure 7, is located 187 feet from the edge of
the near travel lane. The proposed right-of-way width for the Intermediate Loop is 140
feet. Based on the proposed typical section, the 66 dBA contour line extends
approximately 149 feet beyond the edge of the right-of-way. Three residences along the
northern side of Lakewood Drive and one residence on Eastchester Drive either
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experience a substantial noise increase or exceed the FHWA NAC. NCDOT Noise
Abatement Guidelines indicate that unless special conditions exist, it is not reasonable to
provide noise abatement for isolated residences. Because special conditions do not exist
for the Intermediate Loop and a substantial noise contribution will come from Eastchester
Drive, noise abatement measures are not recommended.
10. Air Quality
The Environmental Protection Agency (EPA) has identified six pollutants for tracking air
quality. These six pollutants are: particulate matter (PM-10), sulfur dioxide (SO2),
nitrogen dioxide (N02), carbon monoxide (CO), ozone (03), and lead (Pb). Mobile
sources (principally vehicular traffic) are linked to the emission of carbon monoxide and,
to a lesser extent, nitrogen dioxide and ozone. Recent nation-wide estimates indicate that
more than 50 percent of all CO emissions are from mobile sources. Particulate matter,
lead, and sulfur dioxide emissions are generally associated with stationary sources and
industrial activities.
CO is the most commonly occurring air pollutant generated by mobile sources. It is a
colorless gas produced from incomplete combustion of carbon-containing fuel. CO is a
potentially fatal gas that affects the oxygen-carrying capacity of blood. At low
concentrations, mental function, vision, and alertness are affected.
Ambient air quality is determined by measuring ambient pollutant concentrations and
comparing the concentrations to the corresponding standard. The "ambient air" is defined
by the U.S. Environmental Protection Agency (EPA) as "that portion of the atmosphere,
external to buildings, to which the general public has access." The EPA has established
National Ambient Air Quality Standards (NAAQS) for the six previously identified
pollutants: PM-101 CO, 03, SO2, NOD and Pb. The ambient air quality standards are
classified as primary standards, secondary standards, or both. The primary standards were
established allowing an adequate margin of safety for protection of public health.
Secondary standards were established with an adequate margin of safety to protect the
0 public welfare from adverse effects associated with pollutants in the ambient air.
28

In protecting public welfare, air pollution effects on the following are considered: soils,
water, crops, vegetation, man-made materials, animals, wildlife, weather, visibility,
climate, property, transportation, economy, personal comfort, and well-being. The
fl scientific criteria upon which the standards are based are periodically reviewed by EPA,
and the standards are re-established or changed based upon the findings. The current
national primary and secondary standards ambient air quality standards are summarized
in Table 6.
0
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U
TAI3LL G
SUMMARY OF NATIONAL
AMBIENT AIR QUALITY STANDARDS
National National
Primary Secondary
Pollutant Averaging Time Standard Standard
PM-10 Annual Arithmetic Mean 50 µg/m" Same as primary'
24 hr' 150 µg/m` Same as primary'
SO, Annual Arithmetic Mean 80 µg/m' None
24 he 365 µg/m' None
3 hour' None 1,300 µg/m'
NO2 Annual Arithmetic Mean 100 µg/m' Same as primary
CO 8 hour' 9 ppm None
I hour' 35 ppm None
O, 1 hour' 0.12 ppm Same as primary
Pb Quarterly
Arithmetic Mean' 1.5 µg/m' Same as primary
a. Not to be exceeded more than once per year
b. Not to be exceeded more than one day per year averaged over a three-year period
µg/m' - micrograms per cubic meter of air
ppm - parts per million
microgram - one millionth of a gram, where 454 grams = 1 pound
-30-
0
0 Monitoring of the pollutants, except Pb, is performed statewide by the North Carolina
Division of Environmental Management (NCDEM). When standards are exceeded, an
area is labeled as non-attainment for that pollutant. Guilford County is classified as non-
attainment for 03. The last 03 exceedance occurred in 1990.
The most prevalent pollutant emitted from motor vehicles is CO. For this reason, the
analyses presented are concerned with determining the projected 2015 CO levels in the
vicinity of the project.
To determine the CO concentration at a receptor, two concentration components must be
used: local and background. The local component is predicted from dispersion modeling
and is due to CO emissions from motor vehicles operating near the receptor locations.
The background component is the ambient CO level, which the Air Quality Section of
NCDEM estimated to be 1.9 ppm for the project area. This is a typical value for a
suburban area. These two components were added together to determine the total CO
concentration for comparison to the NAAQS.
Areas with high traffic volumes are most likely to generate the highest levels of CO. In
determining the air quality impact of the proposed project, the intersections with the
highest projected volumes of traffic were evaluated. The intersections of the Intermediate
Loop with Eastchester Drive and Johnson Street are anticipated to have the highest CO
levels due to higher traffic volumes and the presence of vehicles idling at these proposed
signalized intersections.
At these intersections, the line source computer model CAL3QHC was used to predict the
local CO concentration components. The CAL3QHC model is a dispersion computer
model developed for the Environmental Protection Agency (EPA). Based on the
assumption that vehicles at an intersection are either in motion or in an idling state, the
program is designed to predict air pollution levels by combining emissions from both
moving and idling vehicles.

-3 l-
U
0
CAL3QHC uses emission factors generated by EPA's approved model MOBILE 5A. To
evaluate the maximum impact of the proposed project on ambient CO concentrations,
worst-case inputs were used in the modeling including receptor locations at minimum
right-of-way distances, adverse meteorology, peak traffic conditions, and worst-case CO
vehicle emission factors. The worst-case assumptions for these parameters are not
expected to occur simultaneously; however, the objective is to develop a worst-case
scenario to predict the highest CO concentrations that could occur as a result of the
proposed project.
MOBILE 5A input parameters included:
Vehicle Mix
autos (gasoline)
light truck (gasoline)
medium trucks (gasoline)
heavy trucks (gasoline)
autos (diesel)
medium trucks (diesel)
heavy trucks (diesel)
motorcycles
Tampering rates:
Annual mileage accumulation rates
and registration distributions:
Basic exhaust emission rates:
Inspection/maintenance program:
Additional corrective factors:
Anti-tampering program:
Refueling emission rates:
Ambient temperature:
Minimum and maximum daily
temperature:
Base and in-use volatility (RVP):
Region:
Calendar year:
0
0
Speed:
58.2%
20.4%
8.9%
3.3%
0.2%
0.4%
8.2%
0.5%
MOBILE 5A Default
MOBILE 5A Default
MOBILE 5A Default
No I/M in 1991, assume Basic starting in 1992
None
None
Uncontrolled
45°F
minimum = 45.0°F maximum = 45.0°F
10.5 in 1993, 10.5 in 2015
Low altitude (approximately 500 feet above
mean sea level)
1992 and 2010 (January 1)
45 MPH (moving emissions) and 2.5 MPH (idle
emissions)
-32-
0
V
0

0
Operating mode fractions: Non-catalyst, cold-start vehicles = 20.6%
Catalyst, hot-start vehicles = 27.3%
Catalyst, cold-start vehicles = 20.6%
Worst-case CAL3QHC input parameters included:
Averaging time:
Surface roughness:
Settling velocity:
Deposition velocity:
Receptor height:
Traffic volumes:
Emission factor:
Source height:
Wind speed:
Wind direction:
Mixing height:
Ambient concentration:
60 minutes
0.75 (corresponds to tall grass)
0 centimeters/second
0 centimeters/second
1.8 meters
peak hour volumes, years 2015
from MOBILE 5A (grams per mile)
0 meters
1 meter/second
10° increments
1,000 meters
1.9 ppm
As stated earlier, the intersections with the heaviest projected traffic volumes were
evaluated. A total of 24 different receptors (12 at each intersection) were analyzed to
compare the air quality impact of the proposed Intermediate Loop. Table 7 summarizes
the results of the air quality analysis.
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J
9
TABLE 7
SUMMARY OF AIR QUALITY IMPACTS
CO Concentration (ppm)
------ ---- - ----------------------
Receptor Intersection w/ Intersection w/
Number Eastchester Drive Johnson Street
1 4.9 5.7
2 6.1 6.2
3 5.1 4.6
4 5.6 5.3
5 8.1 5.7
6 5.3 5.0
7 5.8 4.2
8 7.4 4.7
9 6.0 4.8
10 5.4 4.8
11 7.0 4.9
12 5.7 4.0

In 2015, the maximum one-hour CO concentration at the intersection of the Intermediate
Loop and Eastchester Drive is predicted to be 8.1 ppm and the maximum at Johnson
Street is predicted to be 6.2 ppm, as shown in Table 7.
Comparison of the predicted CO concentrations with the NAAQS indicates that no
violations of the 1 hour CO standard of 35 ppm occur. Likewise, it can be concluded that
the eight-hour standard (9.0) will not be exceeded because the one-hour CO analysis does
not exceed 9.0 ppm.
-34-
9
The project is located within the jurisdiction for air quality of the Winston-Salem
Regional Office of the N.C. Department of Health, Environment, and Natural Resources.
Guilford County has been designated as a moderate non-attainment area for ozone (03).
The attainment date is November 15, 1996 for 03. The current State Implementation Plan
(SIP) does not contain any transportation control measures (TCM) for Guilford County.
The High Point Urbanized Area Thoroughfare Plan (TP) and the Transportation
Improvement Program (TIP) have been determined to be in conformity to the 1990 Clean
Air Act Amendments and the Interim Conformity Guidance dated June 7, 1991 on the
dates of November 15, 1991 and September 13, 1993, respectively. There have been no
significant changes in the projects's design concept and scope, as used in the conformity
analysis. This evaluation completes the assessment requirements for air quality analysis
of the 1990 Clean Air Act Amendments and the NEPA process, and no additional reports
are required.
11. Geology
The site is located within the Carolina Slate Belt and is characterized by metamorphosed
granitic rock, which are intrusive rock types of the late Proterozoic to late Cambrian
periods (520-650 million years ago). These rock types are typically megacrystic, well
foliated, and locally hornblende. No rock outcrops were observed.
12. Potential Hazardous Material Sites
Potential hazardous material sites include generators, treaters, and disposers of hazardous
wastes, landfills, sewage treatment facilities, garbage dumps, abandoned services stations
with underground storage tanks, fuel, oil, and gasoline storage tanks and lagoons. The
following sources were reviewed to determine if any hazardous material sites or leaking
underground storage tanks are located in the project study area:
• Hazardous Waste Branch Files, North Carolina Department of
Environment, Health, and Natural Resources (NCDEHNR)
• Special Incidents Branch Files, NCDEHNR
11
-35-
?r
a Superfund Section Branch Files, NCDEHNR
• Solid Waste Branch Files, NCDEHNR
• North Carolina Solid Waste Section List of Solid Waste Facility
Contacts, December 1992
• North Carolina Inactive Hazardous Sites Program, Status Report,
February 1992
• United States Environmental Protection Agency, Region IV,
Wasteland Preremedial/Federal Facility Report, September 1993
• Guilford County Emergency Services
As a result of the review, no sites were identified in the immediate vicinity of the
proposed project. However, two sites on Eastchester Drive south of the project area were
identified as potential hazardous material sites: Vann York Auto Mall and Scott Garten
Buick-GMC Truck. These sites are small quantity generators of hazardous waste. In
addition, there is a Texaco convenience store located southwest of the project area at the
corner of Johnson Street and Parris Avenue. Underground storage tanks (USTs) at the
Texaco are possible locations of hazardous material involvement; however, no UST leaks
are known to exist or have been reported at this site. Based on the location of these sites
(none closer than 1,800 feet), the proposed project will not impact any known hazardous
materials sites.
13. Visual Impacts
The central portion of the project area is predominantly cleared with some forested areas
and gently rolling hills. Residences are primarily located along the southern edge of the
project area (Lakewood Drive). Portions of the study area will be visually impacted by
the construction of the proposed project. A line of trees exists in the backyards of the
residences on Lakewood Drive. As much as possible, these trees will be preserved to
serve as a visual buffer between the proposed project and the residences on Lakewood
Drive.
0
0 -36-
,I
1 14. Secondarv Impacts
Two major purposes of the proposed project are to construct a portion of the High Point
Intermediate Loop and provide improved access for Oak Hollow Mall, a regional mall.
Oak Hollow Mall will include nearly one million square feet of retail space and will
generate additional traffic on the Intermediate Loop and surrounding roadway network.
f Future traffic volumes used in this environmental assessment included traffic generated
by the Mall. Oak Hollow Mall has been approved by the City of High Point.
15. Construction Impacts
Short-term construction impacts will occur in the areas of water quality, air quality,
natural resources, and noise. The potential impacts can be minimized by careful
adherence to established construction methods. These methods are described below:
2 a. Waste and debris will be disposed of in areas outside of the right-of-way and
provided by the contractor, unless otherwise required by the plans or special
provisions or unless disposal within the right-of-way is permitted by the engineer.
Disposal of waste or debris in active public waste or disposal areas will not be
permitted without prior approval by the engineer. Such approval will not be
permitted when, in the opinion of the engineer, it will result in excessive siltation
or pollution.
b. During construction of the proposed project all material resulting from clearing,
grubbing, demolition, or other operations will be removed from the project, and
disposed of by the contractor. Any merchantable timber should be salvaged. If
vegetation is disposed of by burning, all burning shall be done in accordance with
applicable local laws and regulations of the North Carolina SIP for air quality in
compliance with 15 NCAC 2D.0520. Additionally, trees outside of the
construction limits should be protected from construction activities to prevent
skinning tree trunks from heavy equipment, exposing roots, smothering trees from
fill dirt around the base, or accidentally spilling petroleum.
37
0
0 c. Borrow pits and ditches will be drained insofar as possible to alleviate breeding
areas for mosquitoes.
d. Care will be taken not to block existing drainage ditches.
e. There will be strict adherence to the erosion control plan by the contractor,
including limiting areas and duration of exposed earth and stabilizing exposed
areas as quickly as possible. Careful attention to erosion control will be
concentrated at the unnamed tributary crossing near Johnson Street.
f. Measures will be taken to alleviate the dust generated by construction when the
control of dust is necessary for the protection, safety, and comfort of motorists and
nearby residents.
g. Although high noise levels are expected from equipment during construction,
these noise impacts are of short duration. The major sources of construction noise
will be from earth removal, hauling, grading, pile driving, and paving. General
construction noise impacts may include temporary speech interference for
passersby and individuals working near the project. Such noise will be limited to
daylight hours as much as possible.
16. Permits Required
Section 404 permits are required from the COE for any activities that encroach into
jurisdictional wetlands or "waters of the United States." In addition, Section 401 of the
Clean Water Act requires each state to certify that state water quality standards will not
be violated for activities which: 1) involve issuance of a federal permit or license; or 2)
require discharges into "waters of the United States." The COE cannot issue a 404 permit
until 401 water quality certification is approved by NCDEM.
0
-38-

I As discussed in Section IV.C.4, the wetland crossing associated with the proposed
roadway has been included under a nationwide permit issued by the COE and has received
a water quality certification from NCDEM.

-39-
a

V. COMMENTS AND COORDINATION
Comments on the proposed project were requested from the following agencies. An
asterisk indicates that a written response was received. These comments are incorporated
into the environmental assessment. A copy of the comments is included in the Appendix.
*U.S. Army Corps of Engineers - Wilmington
U.S. Fish and Wildlife Service - Raleigh
U.S. Geological Survey - Raleigh
U.S. Environmental Protection Agency - Atlanta
*N.C. State Clearinghouse
*N.C. Department of Cultural Resources
N.C. Department of Public Instruction
*N.C. Department of Environment, Health, and Natural Resources
*N.C. Wildlife Resources Commission
*City of High Point
Guilford County

11
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R
0
p
7
VI. FINDING OF NO SIGNIFICANT IMPACT
Based upon the assessment of environmental impacts included in this document, the project has
been determined to have no significant adverse impact on the enviromnent. This FONSI
completes the environmental review. An Environmental Impact Statement will not be prepared
for this project.
-41-

a
APPENDIX
Agency Correspondence
Comprehensive Watershed
Protection Plan

9
k J?
k

0
0
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Planning Division
October 20, 1993
Mr. L. J. Ward, P.E., Manager
Planning and Environmental Branch
Division of Highways
North Carolina Department
of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Ward:
C FJL
aC
Z T211993
Z? D;V,,SIGV Cf= _
O1Vtv?til
This is in response to your letter of August 26, 1993, requesting our
comments on the initiation of a "State Environmental Assessment/Finding
of No Significant Impact for a portion of the High Point Intermediate Loop
from Eastchester Drive (NC 68) to Johnson Street in High Point, Guilford
County, TIP No. U-2536 B (Regulatory Branch Action I.D. No. 199304570).
Our comments involve impacts to U.S. Army Corps of Engineers (COE)
projects, flood plains, and other environmental aspects, primarily
waters and wetlands. The roadway does not cross any COE-constructed
flood control or navigation projects.
The proposed project is sited in High Point, which participates in
the National Flood Insurance Program. From a review of the November 1979
High Point Flood Insurance Rate Map (FIRM), the roadway appears to cross
the detailed study reach of Stream No. 13, which has 100-year flood eleva-
tions determined and a floodway defined. We suggest that you coordinate
with High Point for compliance with their flood plain ordinance and
possible revision to their flood insurance map and report.
Our Raleigh Field Office, Regulatory Branch, indicates that the
proposed improvements could impact the above-headwaters waters and/or
wetlands of an unnamed tributary to West Fork Deep River (Oak Hollow
Lake or Tributary 13 on the FIRM). It should be noted that Oak Hollow
Lake is a primary water supply lake for the city of High Point.
All work restricted to existing high ground areas will not require
prior Federal permit authorization. However, Department of the Army
permit authorization, pursuant to Section 404 of the Clean Water Act of
1977, as amended, will be required for the discharge of excavated or fill
material within the aforementioned crossing of the waters and wetlands.
Specific permit requirements will depend on design of the project, extent
of fill work within streams and wetland areas (dimensions, fill amounts,
etc.), construction methods, and other factors.
-2-
At this point in time, construction plans were not available for
review. When final plans are completed, including the extent and location
of development within waters and wetlands, your office should contact
Mr. John Thomas at the Raleigh Field Office, telephone [phone],
for a final determination of Federal permit requirements.
We appreciate the opportunity to comment on this project. If we can
be of further assistance to you, please do not hesitate to contact us.
Sincerely,
Lawrence W. Saunders
Chief, Planning Division
7
9
D
0
7
State of North Carolina
Department of Environment,
Health and Natural Resources
Policy Development
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
John Humphrey, Director
MEMORANDUM
TO: Chrys Baggett
State Clearinghouse
FROM: Melba McGee V-
Project Review Coordinator
RE: 94-0154
DATE: October 5, 1993
o v
ED F= F=?
The attached comments were received by this office after the
response due date. These comments should be forwarded to the
applicant and made a part of our previous comment package.
Thank you for the opportunity to respond.
MM: bb
Attachment
OCT _ 5
OCT 1993
ViD
rsRFrr?Y' 1, G,y ME

P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer WL recycled/ 10% post-consumer paper

State of North Carolina
] Department of Environment,
Health and Natural Resources
Policy Development
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
John Humphrey, Director
MEMORANDUM
TO:
FROM:
RE:
DATE:
Chrys Baggett
State Clearinghouse
Melba McGee
Project Review Coordinator
??a25z62zze?9 b ?
L SFP1? ???% z Ocr 0 > 1
1993 N 99.3
Vcf c?47?? S?,&o,-
94-0154
- High Point Intermediate Loop From Eastchecter
Drive NC 68 to Johnson Street in High Point, Guilford
County
September 8, 1993
The Department of Environment, Health, and Natural Resources
has reviewed the proposed scoping notice. The attached comments
list and describe information that is necessary for our divisions
to evaluate the potential environmental impacts of the project.
More specific comments will be provided during the environmental
review. The Department of Transportation is encouraged to notify
our commenting divisions if additional assistance is needed.
The N.C. Wildlife Resources Commission was unable to respond
at this time. Should comments be provided they will be forwarded
for your file.
attachments
0
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer W1 recycled/ 10% post-consumer oaoer
It
0
Stale of North Csrollna
Department of Environment, Health, and Katurzi Resolrrcas
Reviewing Office: -
z6kl '0 Project Number ?
INTERGOVERNMENTAL REVIEW -- PROJECT COMMENTS Due Date:
J D/-S ?2 0
After rerlew of this project it has been determined that the EHNR permit(s) andfor appro,rais indicted Huy Hoed to be obtained in
order (or this project to comply with North Carolina Law.
iOuestions regarding thew poirmitt should be sddreised to the Regionit Office Indicated on the reverse of the town.
.Aff applications, fnfomution and guidelines rslatire to these pram and permits are available from the nuns
Regional Of f its.
. PERMITS
Permit to construct t operate w•aste.ater trsatnwnt
faciiltitt, sewer system tctensiOnt, t sower
systems not discharging into state surface waters.
0NPDES • permit to discharge into surfa:t tinter a:3drof
permit to operate and construct ru:ewater fxlNtiet
drscrarginp into state surface waters.
r a D Water U" hymn
Well Construction Permit
SPECIAL APPUCATION PROCEDURES or REQUIREMENTS
Appliulion DC Cott before begin construction or a.ard of
construction eontra:tt On-site Inspection. Pose-aapi"lion
technical eontlrence lrsuai
Application 100 dots before t>eQ,n artrrlty. Orr&lte inspection.
Prt•a.pptiC.tt;on Confefenee usual ACdllionatlr. Obtain psrmlt 10
construct Wa4le-W1111 treatment fa=ility granttC after NPDES Aeply
time. 30 Cars titer rtcetpt of plans or Issue of NPDES
prmit-whlchtrer to Later.
Prrappt;Cation tec:hntdal conference usually rtettsssry
Complete "pliution must be tKitirtd and permit issued
poor to IN installation of a well.
and Fill Permit Application copy must be u tied on ta:h adta:tnt ripa•ian progeny
Owner On•s;te inspt:f;on. Prt-apps;cation conference usual FiIlrng
may ieQvire Easement Io Fill from N.C Otpartmtnt of
A.dminrslration and Federal Oft-dot and Fitt Permit.
Permit to construct tope: ate A
r P
ll
i
o
ution Abstemtnt
? fa:ilrlrts an010! Emission S
t
ov
ces as per 15A NCAC 2tH. HfA

A pen burning assotta:ea with subject proposal , -
must be in Compf,ancC with 15A NCAC 2D.0S29.
Dtmotrt . Of renOratrons of structures containing
s`
' SFP '

a
cos ma:trig
must be (n Comp(.an:t With 15A
CAC 20 052: wh#Ch requites notification and femoral

tT SF 993

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r t
P1;Ot to demotltion ContaCt AsSesfos Control Groin N/A C
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4,
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919 733.0870 r s
00
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Corr t S
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V t. ovttt Perm[( (equtttd under I!A NCAC 20.0000.
Tne Sed;mentaloon Pollution COntrO! Act of 1973 must be property addressed for any fend drsturb;ny oct;rlty /t?? t s
? Control, plan will be requited If one or Moot saes to to drstvrt;td P41% filed with pro;.e: Rea;onao Office (Land Oualr
dais to ore be.•nnrnQ attrvitr A fee of t3c for the first acre ono 52003 for eath a4dd.ona' acre or part mus! accomF
? The Selimentatron Pollution Cont(ot Act of 1973 must be addressed with respeCt to the re!etttnCtd LOCat Ordinance:
a
ilomuf Proce
Terre
tstttvtory, tiro
timlt)
Jo days
t1G days)
!93.129 dare
CNIA)
30 Gays
CHIA)
I Cars
(IS cars)
SS days
ex) days)
60 Cars
C90 oars)
60 days
CX days)
ftl-sl (cast 30 20 Cars
the plan _i30 e,rS1
(la data)
On site inspection usual. Surety bond fired wilt, Ei UR Sind amount
01 1 )fining Permit va•;es with i mine and n ` f
Uorlh Carolina (turning permit
U ?? Spteral Gtovnd Citarante Burning Pormlt .22
counties In eoasla! N.C. with organic Wit
0 `-, Oil R<firinp FSCitltief
t ! l_J O.m $a!e!y Pcrmtl
a um et o acres of affected land Anr area
mined Qrtalet than one We must Ise gerrnitcd. The appropriate bond
.mvsl be received terOle tht permit Can be issued.
30 days
(60 cars)
On•slte lnspett;on by N C. 0ir)Sion Forest Resources it permit t day
exceeds < days (NUl)
On-site inspection ty N D-04ision Forest Resources required 'If more t Car
than fire Scots of Qtovnd Clearing KUYINes a•t involved in7peCtrons (141A)
should be requested at least ten days before actual burn is planned:'
• 90 t70 days
NIA (N!A)
If pcrmtl requ;rt?d, appl:Cal;on fA days befote tK.C n eonsltvction.
AypCtanl moil hire N C. Qu2ld.td t. C;r.ccr to prtpa:e print. y Ctrl
inspect <C•:•Slrve• OnSlrvCI;on It Y:cc,d:ng to CI! * ::R .ppror•
td plins.f!at a's•i lvquat pt:mil undci mc•s q_;lo cor.:F0 p•o,ram. And (?G drys)
a t^,r p t.:m;l from CG•CS or Cn,;: ccri An ;n3pccl;on of t;Ic it ne:ct-
ta•r to ,trl:r Itt•_ald Crt:Sd;ca:;on. A nun;mum fce of %' oo trust ?c•
Cu•nttr.r t.•.t a, jtiC a:iJn, An ad:;t;un:r p:O:Csi;nL ftc t„t)cd On a
•.•.•.?r.-.r of if.t tc:a' -o;.Cf coif ..;f: Lc tr,;•td v, an cc•^v"rcl;on
e
0
Norrtyi P', C", tt

?'£RMRS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS 7tme
rttatutory t"
' 4mitJ

?
nrrm to *V aaploratory dl or 0" Vwl Flit aunty bone of 715,000 wtth EHNR turning to Stale of PIZ.
i
l
h
l
10
Conv
t
t
ona
tt any well opent4 b7 orill operator apart, wpo(I
&!wZonmanl. be plvppcd acmrtinp to EHNR ruler and repuWjonz days
MrA)
? Goophpi:d Upsoccion Permit AppliUNM filed with EHNR V 1a131 10 dirt prior to tswt Of parmlt
Apptie4lron t7 fetter. No alarZwl applir..atton tortrl, 10
(IiVA)
0 Glatt Lxt t".OrtslryCtion Pem1lt Application fat tast6 on atruclure t(Ze Is Crurpt-i L4w%t k%Cdu4t
aestripliont i Crawinps Of structure i proof of o,.narahip 15-20 oars
of riparian property, (N1AJ

.001 IYCar C
t
wa
uy Canlttutton Et7A
GO says
(t30:wit)
CI.MA Ptrmtt for MAJOR cc.alopmenl &250.00 fat must
:-any apDlt arson 55 Oars

t5
. (
a writ
? AV
C
A Parmil lot MINOR otytlopmWnI
LS0.00 fat must ac.?mpany a. ptiLiliOn 22 oars
(?5 cars)
? Serera' peoQetrC monuments are locatee in or us, tht proitct area it any monuments nett to tk morta or oestforee, praast rattly:
N.C GtWrlic Suryty, Dot 27607, flalaigh, N.C. 77611

?
1
Atan4x+mtnt of My wtlls• If requiraC, mutt be In &ccor4anct with Title 15A, SuOchpler 2C.0100.
? Notification of the Woptr rnional office It rKvtstt4 If -!orphan"undergrounC iron;-t tanks (IJSTS) are discco er" during any etcaratto% O;,eraltotl.
? Compltanct with 15A NCAC 2H 1000 (Coasts' Stormwater Ruffs) Is rvqulnd. a5 Cars
pd l A)
Other Comments (attach a00rtronal pages a5- MCeswj, being etna+n to ettt Comrrxnl authorrly):
ANY CONSTRUCTION ACTIVITIES INCLUDING CLEARING, GRADING, P.ND
EXCAVATION ACTIVITIES RESULTING IN THE DISTURBANCE OF FIVE (5) OR MORE
ACRES OF TOTAL.LAND ARE REQUIRED TO OBTAIN A NPDES STORMWATER PERMIT
PRIOR TO BEGINNING THESE ACTIVITIES. ? - q 3 -9 3
20-,, ?11117
War , rl 112
Oueslions regarding these REGIONAL OFFICES
permits should be'addressed to the Regional Ottice marked below.
?Asheville Regional Otric• ?Fayetteville. Regional Office
59 Woodtin Place Suite 711 Wachovia Building
Asheville, NC 28801 1`2yetieville, NC 28301
11(7pt) 2516208 (919) c85 1541
01,r0o(esville Regional Office ?Ra'eiph Regional Office
915- NOrlh M3;n rlrcel, P.O. Box 050 31,-?o Carrell Drive, Suite 101
I.ro01esvillc. NC 28115 a' C;
h NC 21609
(7G<) E63-1Gg,) (919)33.2314
0
DEPARTMENT OF ENVIRONME ?11t
AND NATURAL RESO ES
DIVISION OF ENVIRONMEN _ FIIW''U
`?IZesr -1V£D
Inter-Agency Project Revie RRC
DCq orrIc
J, Project Number
94z-ai
W
.p
Project Name ?n c"_ CL Type of Project A_q
7-1 The applicant should. be advised that plans and specifications for all water system
I improvements must be approved by the Division of Environmental Health prior to the award
of a contract or the initiation of construction (as required by 15A NCAC 18C .0300 et. seq.).
For information, contact the Public Water Supply Section, [phone].
This project will be classified as a non-community public water supply and must comply with
state and federal drinking water monitoring requirements. For more information the applicant
should contact the Public Water Supply Section, [phone].
If this project is constructed as proposed, we will recommend closure of feet of adjacent
waters to the harvest of shellfish. For information regarding the shellfisl sanitation progra
m, the applicant should contact the Shellfish Sanitation Branch at [phone].
The spoil disposal area(s) proposed for this project may produce a mosquito breeding problem.
For information concerning appropriate mosquito control measures, the applicant should
contact the Public Health Pest Management Section at [phone].
The applicant should be advised that prior to the removal or demolition of dilapidated
structures, an extensive rodent control program may be necessary in order to prevent the
.] migration of the rodents to adjacent areas. The information concerning rodent control,
contact the local health department or the Public Health Pest Management Section at (919)
733-6407.
The applicant should be advised to contact the local health department regarding their
requirements for septic tank installations (as required under 15A NCAC 18A .1900 et. seq.).
For information concerning septic tank and other on-site waste disposal methods, contact the
On-Site Wastewater Section at [phone].
r--? The applicant should be advised to contract the local health department regarding the sanitary
U facilities required for'this project.

0
If existing water lines will be relocated during the construction, plans for the water line
relocation must be submitted to the Division of Environmental Health, Public Water Supply
Section, Plan Review Branch, 1330 St. Mary's Street, Raleigh, North Carolina, [phone].
v?_
Reviewer
?A" ?
Section/Branch

Date
I

e
Department of
S
?`'
St -? of b
of L ifiU Res
0

This project will impact _ geodetic survey markers. N.C. Geodetic
Survey should be contacted prior *to construction at P.O. Box* 27687,
Raleigh, N.C. 27611 [phone]. Intentional destruction of a
geodetic monument is a violation of N.C. General Statute 102-4.
This project will have no impact on geodetic survey markers.
Other (comments attached)
For more information contact the Geodetic Survey office at [phone].
Reviewer` Date
r,,
e
a
amen G. Martin, Governor 191
WI111am W. Cobey, Jr., Secretary
Project Number: _9 County:

Natural R*sourc?-d
7L7i, at.
s I?? ? r??J
Ch
OHMErTrS Charles ?dner
iq
Project Name: U(.f-V
Geodetic Survey
Erosion and Sedimentation Control
No comment
This project will require approval of an erosion and sedimentation
control plan prior to beginning any land-disturbing activity if more
than one (1) acre will be disturbed.
If an environmental document is required to satisfy Environmental
Policy Act (SEPA) requirements, the document must be submitted as part
of the erosion and sedimentation control plan.
The erosion and sedimentation control plan required for this project
should be prepared by the Department-of Transportation under the
erosion control program delegation to the Division of Highways from the
North Carolina Sedimentation control commission.
If any portion of the project is located within a High Quality Water
Zone (HQW), as classified by the Division of Environmental Management,
increased design standards for sediment and erosion control will apply.
Other (comments attached)
For more information contact the Land nQuality section at [phone].
Reviewer Date
P.O. Box 27687 • Melgh, N.C. 27611-7687 • Telephone [phone]
F
0

North Carolina Department of Cultural Resources
0
James B. Hunt, Jr., Governor
Betty Ray McCain, Secretary
Division of Archives and History
William S. Price, Jr., Director
MEMORANDUM
b
TO: L. J. Ward, P.E., Manager S OCT 0
Planning and Environmental Branch z 1993
Division of Highways r
Department of Transportation r,;:
FROM: David Brookv;3?01
Deputy State Historic Preservation Officer -
DATE: September 27, 1993
SUBJECT: Hlgh Point Intermediate Loop, NC 68 to Johnson
Street, U-2536B, Guilford County 94-E-4220-0154
We have received information concerning the above project from the State
Clearinghouse.
We have conducted a search of our files and are aware of no National Register
listed properties located within the planning area.
There are no known archaeological sites within the proposed project area. Based
on our present knowledge of the area, it is unlikely that any archaeological
resources which may be eligible for inclusion in the National Register of Historic
Places will be affected by the project construction. We, therefore, recommend
that no archaeological investigation be conducted in connection with this project.
These comments are made in accord with G.S. 121-12(a) and Executive Order
XVI. If you have any questions regarding them, please contact Renee Gledhill-
Earley, environmental review coordinator, at 919/733-4763.
cc: clearinghouse
B. Church
T. Padgett
7

t/Yl r--• '---- -.---. - . . . -- - - Gn
0
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
September 21, 1993
MEMORANDUM
TO:
FROM:
Melba McGee, Planning and Assessment
Monica Swihart', dater Quality Planning
SUBJECT: Project Review ;#94-0154; Scoping Comments - NC DOT
Proposed Improvements to High Point Intermediate Loop
k' from Eastchester Drive (NC6 68) to Johnson Street in High
Point, Guilford County, TIP #U-2536 B
The Water Quality Section of the Division of Environmental
{ Management requests that the following topics be discussed in the
environmental documents prepared on the subject project:
A. Identify the streams potentially impacted by the project. The
stream classifications should be current. From the
preliminary information provided, it appears that the proposed
improvements would occur within the critical area of the West
Fork Deep River Water Supply Watershed which is classified WS-
IV by the State of North Carolina.
B. Identify the linear feet of stream channelizations/
relocations. If the original stream banks were vegetated, it
is requested that the channelized/ relocated stream banks be
revegetated.
C. Number of stream crossings.
D. Will permanent spill catch basins be utilized? DEM requests
that these catch basins be placed at all water supply stream
crossings. Identify the responsible party for maintenance.
E. Identify the stormwater controls (permanent and temporary) to
be employed.
F. Please ensure that sediment and erosion and control measures
are not placed in wetlands.

P.O. Box 29535, Raleigh, North Carolina 27620535 Telephone [phone] FAX [phone]
An Equal ODDortunity Affrmn ivn Arfinn Fmnl-, C.Ny --l- / tnn
0
??,?2?z5cb?i2B?
Melba McGee
September 21, 1993
Page 2 6
G. Wetland Impacts
. F
1)
2)
3)
4)
5)
6)
7)
Identify the federal manual used for identi -
delineating jurisdictional wetlands.
Have wetlands been avoided as much as possible?
Have wetland impacts been minimized?
Discuss wetland impacts by plant communities affected.
Discuss the quality of wetlands impacted.
Summarize the total wetland impacts.
List the 401 General Certification numbers requested from
DEM.
H. Will borrow locations be in wetlands? Borrow/waste areas
should avoid wetlands to the maximum extent practicable.
Prior to approval of any borrow/waste site in a wetland, the
contractor shall obtain a 401 Certification from DEM.
I. Did NCDOT utilize the existing road alignments as much as
possible? Why not (if applicable) ?
J. Please provide a detailed discussion for mass-transit as an
option.
K. To what extent can traffic congestion management techniques
alleviate the traffic problems in the study area?
L. Please provide a conceptual mitigation plan to help the
environmental review. The mitigation plan may state the
following:
1. Compensatory mitigation will be considered only after
wetland impacts have been avoided and minimized to the
maximum extent possible.
2. On-site, in-kind mitigation is the preferred method of
mitigation. In-kind mitigation within the same watershed
is preferred over out-of-kind mitigation.
3. Mitigation should be in the following order:
restoration, creation, enhancement, and lastly banking.
a Written concurrence of 401 Water Quality Certification may be
required for this project. Applications requesting coverage under
our General Certification 14 or General Permit 31 will require
written concurrence. Please be aware that 401 Certification may be
denied if wetland impacts have not been avoided and minimized to
the maximum extent practicable.
10360er.mem
cc: Eric Galamb
C /
fi
Q
N
v4sol__
0

a
a+
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Melba McGee, Division of Planning and Assessment
Dept. of Environment, Health, & Natural Resources
FROM : David Yow, Piedmont Region Coordinator
Habitat Conservation Program
DATE: September 30, 1993
13 SUBJECT: Request for information from the N. C. Department of
Transportation (NCDOT) regarding fish and wildlife
concerns for portion of the High Point Intermediate
Loop from Eastchester Drive (NC 68) to Johnson Street
in Guilford County, North Carolina, TIP No. U-2536B,
® DPA Project No. 94-0154.
This memorandum responds to a request from Mr. L. J. Ward of
the NCDOT for our concerns regarding impacts on fish and wildlife
resources resulting from the subject project. The N. C. Wildlife
Resources Commission (NCWRC) has reviewed the proposed project,
and our comments are provided in accordance with provisions of
the North Carolina Environmental Policy Act (G.S. 113A-1 et seq.,
as amended; 1 NCAC 25) and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The proposed work involves construction of a multi-lane
roadway on new alignment with no control of access. From the
standpoint of fish and wildlife resources, this type of project
maximizes environmental impact, involving potential direct
impacts to fish and wildlife habitat due to construction and
indirect impacts which will result from subsequent development in
the vicinity of the new roadway. Such secondary development
facilitated by the new road access may lead to substantially
greater habitat impacts than those resulting from the roadway
project itself.
In light of the significant natural resources impacts
associated with construction on new alignment, improvement of
existing facilities should be fully evaluated as a project
alternative in the environmental document. The alignment
7
Memo Page 2 September 30, 1993
depicted on the map accompanying Mr. Ward's memo shows the new
roadway traversing areas of forested wetlands associated with
tributaries of Oak Hollow Lake. Such resources should be avoided
by the proposed project, possibly by improvement and extension of
Lakewood Drive as an alternative corridor. Since access control
is not proposed, driveway access along the existing facility
should not be inconsistent with project objectives. The NCWRC is
unlikely to concur with a decision to construct roadway on new
alignment when construction alternatives exist, or when
transportation needs cannot be demonstrated.
In addition to the specific concerns.listed above, our
general informational needs are outlined below:
1. Description of fishery and wildlife resources within
the project area, including a listing of federally or
state designated threatened, endangered, or special
concern species. When practicable, potential borrow
areas to be used for project construction should be
included in the inventories. A listing of designated
plant species can be developed through consultation
with:
2
The Natural Heritage Program
N. C. Division of Parks and Recreation
P. O. Box 27687
Raleigh, N. C. 27611
[phone]
and,
Cecil C. Frost, Coordinator
NCDA Plant Conservation Program
P. O. Box 27647
Raleigh, N. C. 27611
[phone]
In addition, the NCWRC's Nongame and Endangered Species
Program maintains databases for locations of vertebrate
wildlife species. While there is no charge for the
list, a service charge for computer time is involved.
Additional information may be obtained from:
Randy Wilson, Manager
Nongame and Endangered Species Section
N. C. Wildlife Resources Commission
512 N. Salisbury Street
Raleigh, N. C. 27604-1188
[phone].
2. Description of any streams or wetlands affected by the
project. The need for channelizing or relocating

0 Memo
Page 3 September 30, 1993
portions of streams crossed and the extent of such
activities.
3. Cover type maps showing wetland acreages impacted by
the project. Wetland acreages should include all
project-related areas that may undergo hydrologic
change as a result of ditching, other drainage, or
filling for project construction. Wetland
identification may be accomplished through coordination
with the U. S. Army Corps of Engineers (COE). If the
COE is not consulted, the person delineating wetlands
should be identified and criteria listed.
4. Cover type maps showing acreages of upland wildlife
habitat impacted by the proposed project. Potential
borrow sites should be included.
5. The extent to which the project will result in loss,
degradation, or fragmentation of wildlife habitat
(wetlands or uplands).
6. Mitigation for avoiding, minimizing or compensating for
direct and indirect degradation in habitat quality as
well as quantitative losses.
7. A cumulative impact assessment section which analyzes
the environmental effects of highway construction and
quantifies the contribution of this individual project
to environmental degradation.
8. A discussion of the probable impacts on natural
resources which will result from secondary development
facilitated by the improved road access.
9. If construction of this facility is to be coordinated
with other state, municipal, or private development
projects, a description of these projects should be
included in the environmental document, and all project
sponsors should be identified.
Thank you for the opportunity to provide input in the early
planning stages for this project. If I can further assist your
office, please contact me at [phone].
cc: Larry Warlick, District 5 Wildlife Biologist
Shari Bryant, District 5 Fisheries Biologist
Randy Wilson, Nongame/Endangered Species Section Mgr.
u
7
J
qF N_IQh?`??

September 28, 1993
Michele Beauchemin
Kimley Horn & Associates
3001 Western Parkway
Cary, N.C. 27513-2301
i_. i ..
Dear Ms. Beauchemin:
It is my understanding you need to determine whether any historic
resources would be affected by plans underway on the Intermediate Loop
for High Point between Johnson Street and Eastchester. No State Dept.
of Cultural Resources study list or locally-designated landmarks exist
in this area according to the best information that I have, which I
hope will be adequate confirmation for your Environmental Impact
® Statement.
Yours truly,
,Z',? 73 t,0C y ,__
Leslie B. Wagle
Historic Planner
Dept. of Planning and Development (883-3545)
F:`1 I

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OAK HOLLOW LIMITED PARTNERSHIP
COMPREHENSIVE WATERSHED PROTECTION PLAN
PROPOSED OAK HOLLOW MALL
General
Oak Hollow Limited Partnership has assembled a tract of land
in northern High Point, containing some 158.503 ± acres, for the
development of a regional shopping mall. The site is bounded on
the east by Eastchester Drive - Highway 68, on the west by Johnson
Street, and is traversed east to west by a planned segment of the
High Point Intermediate Loop connecting Highway 68 - Eastchester
Drive with Johnson Street. The property is bounded on the west and
to the northeast by an unnamed tributary of Oak Hollow Lake. Oak
® Hollow Lake terminates to the northeast of the site in an
identified wetland area paralleling the eastern right-of-way of
Johnson Street.
The site, gently to moderately rolling terrain, is traversed
by several small streams and waterways tributary to Oak Hollow
Lake. The total watershed area, contributing to Oak Hollow Lake at
the northeast boundary of the site, is approximately 1173 acres.
Of this contributing area, 86% or 1013 ± acres is considered as off
site areas.
Stormwater Manaaement Princinals

The City of High Point has long recognized that its water.
supply reservoirs, Oak Hollow Lake and City Lake, are subject to
significant existing as well as planned development within its
watersheds. In an effort to maximize the water quality within
1

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these reservoirs and minimize the impact of further development
within the respective watersheds, the City commissioned a
comprehensive study by the internationally recognized firm of Camp
Dresser & McKee, Environmental Engineers, Scientists, Planning &
Management Consultants. The result of this study, completed in
late 1989, was a published and adopted entitled Watershed
Management Study: Oak Hollow and City Lake Watersheds. This study
was adopted and has become the guide of Watershed Management and
Protection practices.implemented by the City of High Point.
The basis upon which the Camp Dresser & McKee study was
founded recognized that in 1988-89 the existing water quality of
both City Lake •and Oak Hollow Lake was satisfactory for water
supply use based upon qualitative and quantitative indicators.
Therefore, measures should be implemented tb maintain this
acceptable level of water quality and not necessarily implement
goals of improved water quality. Based upon this premise, a goal
of "no further degradation" was established. The existing
development within these watersheds, and the certainty that future
development would continue to dictate that non-point source runoff
be treated in structural BMP's (Best Management Practices). A
watershed management plan based solely upon land use controls was
not considered feasible since so much of the watershed area had
already been precluded due to the existing levels of urban
development. The recommended methodology of mitigating non-point
source pollution impacts was and continues to be the implementation

of a regional system of structural BPM's.
2
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a?
The adopted Watershed Management Study proposes criteria for
the design of regional wet detention basin BMP's adequate to
maintain the previously established level of water quality within
City Lake and Oak Hollow Reservoirs. It should be noted that if
the same level of technology in structural BMP's is applied to
existing developed areas of these watersheds, the quality of
reservoir waters should be improved. As a basis of design of these
structural BMP's, the hydraulic residence time as computed by
dividing the pool storage volume by the annual runoff volume should
be a minimum of two weeks. Thus the ratio of the volume of the
structural pool (VB) divided by the annual runoff volume (VR) of
the drainage area should be equal to or greater than 4.
VB/VR -- 4
In addition to a basin volume adequate to provide the 2 week
or 14 day detention time based upon the average annual runoff
volume, adequate volume of sediment storage equal to 1/8 acre
inches over the contributing watershed should also be provided.
Methods of sediment removal should be incorporated in the basin
design. Discharge from the structural BMP's should be regulated so
that post development outflows are maintained at a level of
predevelopment flows for areas under new development.
By policy, the City of High Point has adopted the recommend-
ations of the Camp Dresser McKee Study for the design of wet
detention basins required for watershed protection. The basic
principle of a 14 day average hydraulic residence time based on
average annual runoff volumes has bee n converted to a more

3

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simplistic required storage capacity in inches per acre of drainage
area based upon the percentage impervious of the contributing
drainage area. As an example:
% Impervious
u
1-1
7 - 120
13 - 25%
26 - 35%
36 - 50%
51 - 70%
71 - 90%
Storage Capacity
(inches per acre of
drainage area)
0.7
0.8
0.9
1.0
1.2
1.3
By designing to these standards, water quality within these
protected reservoirs can be maintained at or above its present
level.
Hydrologic Considerations
An analysis of historical hydrologic data for the site
proposed for development has been prepared and published by Dr. M.
A. Medina, Associate Professor of Civil and Environmental
Engineering at Duke University. The following information was
developed from an analysis of 40 years of meteorological records
from-the nearby National Weather Service at the Piedmont Triad
International Airport.
Average Annual Rainfall 44.1 inches
Duration of typical storm 7.477 hrs.
Intensity of typical storm 0.066 in/hr.
Depth of typical storm 0.420 in.
Time between storms 86 hrs.
Of significant interest:
90 percent of all storm events of record are
less than 1.0 inch total depth.
t
4
e
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U
0
95 percent of all storm events of record are
less than 1.5 inches total depth.
Understanding that severe rainfall events may occur, it is
important to understand the need to design on average values and
equally significant to note that 95% of all rainfall events are
less than 1.5 inches in total depth. This information supports the
accuracy of the detention times of wet detention pond BMP's adopted
by the City of High Point.
Contributing Watershed Areas
The Regional Shopping Mall proposed by Oak Hollow Limited
Partnership is, in fact, located at the extreme headwaters of Oak
Hollow Lake. The watershed contributing through the Mall site
consists of some 1173 ± acres. The majority of this area is
presently developed as commercial, retail sales, high density
residential and single family residential. The vast majority of
the undeveloped property is that site proposed for development into
a Regional Shopping Mall.
This watershed, as shown on the accompanying exhibit, is
comprised of the following divisions:
Desicmation
Old Winston/Oakview 203.98 Ac. 17.4%
Johnson 16.60 Ac. 1.4%
Peachtree 68.10 Ac. 5.8%
R-Mart/High Point Mall 318.96 Ac. 27.20
E. Lexington Avenue 298.70 Ac. 25.4%
Centennial 123.90 Ac. 10.6%
Mall/Wesleyan 142.42 Ac. 12.2%
Total 1,172.66 Ac.
These contributing areas have the following existing major
1-4 1 J I- 'I
development characteristics:
5
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A

H_
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Old Winston/Oakview - Single family residential &
multi-family residential
Johnson - Multi-family residential
Peachtree - Single family residential minor
multi-family residential
K-Mart/High Point Mall - K-Mart Shopping Center, High Point
Mall, Main Street commercial and
retail to Lexington Avenue,
office/institutional, multi-
family, & single family
residential
E. Lexington Avenue - Multi-family residential, single
family residential, auto
dealerships
Centennial - Single family residential, multi-
family residential, institutional

Mall/Wesleyan - Single family residential,
institutional, open space
It is significant that only one reported watershed protection
BMP is included in this entire contributing drainage area. It is
unlikely that without significant redevelopment within this area,
additional BMP's will ever be constructed. Runoff moves basically
unimpeded through this watershed and into Oak Hollow Reservoir. As
an indication of the magnitude of this flow, the K-Mart/High Point
Mall drainage basin, immediately adjacent to this site, has a
calculated impervious surface area of 73% of the 318.96 ± acres.
The Camp Dresser & McKee Study rates the 1988-89 water quality
within the respective reservoirs as adequate. CDM recommends that
treatment in BMP's of future development and the implementation of
a system of regional wet detention BMP's, would maintain the
existing level of water quality within these respective reservoirs.
This would result in the continuation of an acceptable drinking
6

S ?
water supply source. water quality monitoring of various segments
of the lake have concluded that this segment of Oak Hollow Lake,
immediately downstream from this proposed development site, has
deteriorated significantly due to the runoff from the highly
developed contributing watershed. This segment of Oak Hollow Lake
has been determined to have the lowest water quality of the entire
lake.
Oak Hollow Limited Partnership has proposed a system of
regional wet detention facilities to provide recommended and
acceptabl e levels of treatment for stormwater runoff prior to
discharge into Oak Hollow Lake not only for their development site
but also for much of the off site contributing watershed. Such
treatment facilities would be totally in keeping with the
recommendations of the adopted Camp Dresser & McKee Study and the
policies of the city of High Point. By not constructing "site
specific" treatment facilities but truly regional facilities, water
quality within this segment of Oak Hollow Lake would not only be
maintained but would be greatly enhanced.
Stormwater Treatment Facilities
This system is being proposed in an effort not only to meet
the policies of the City of High Point and recommendations of the
Camp Dresser & McKee Study, but to exceed them. This system
exceeds these requirements by providing an acceptable standard of
treatment to not only the stormwater discharges from the proposed
mall site but a significant portion of the off site stormwater
discharges passing through this site. The included schematic
7
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0
development layout of stormwater treatment facilities proposes
treatment facilities north and south of the proposed Mall site
along Johnson Street.
The area immediately adjacent to Johnson Street has been
delineated by the Wilmington District Corps of Engineers as well as
the State of North Carolina Division of Environmental Management as
a significant hardwood wetlands which presently function to protect
water quality in Oak Hollow Lake by filtering upland runoff before
it enters Oak Hollow Lake. In addition to the water quality issue,
these wetlands provide a wildlife habitat, provide flood storage,
and reduce flood velocities.
As stated by the Wilmington District Corps of Engineers, the
natural state associated with such wetlands would be much better
utilized as filters for effluent from treatment facilities
constructed on adjacent high ground.
Existing drainage areas identified as Centennial, K-Mart/High
Point Mall, and East Lexington Avenue are directed to Treatment
Q Facility A, to the south of the proposed mall site. Drainage area
Mall/Wesleyan, including all drainage from the Mall site as well as
(] 800 ± of the Parcels is directed to Treatment Facility B. This
facility is a regional facility for the Mall development.
Drainage areas identified as Peachtree and Old Winston/oakview
a discharge across Johnson Street directly into the identified
hardwood wetlands. Drainage area identified as Johnson, a 16.6
acre ± residentially developed area, also discharges directly into
the identified hardwood wetlands above the headwaters of Oak Hollow
8
s
Lake. These hardwood wetlands provide filtration of the discharge
from Facility A in addition to natural.treatment to the three off
site drainage areas.
Thus the flow patterns are as follows:
K-Mart/High Point Mall, East Lexington, and Centennial
into Treatment Facility A; discharge from Treatment
Facility A and Peachtree, Winston/Oakview and Johnson
into the identified hardwood wetlands and Oak Hollow
Lake.
Mall/Wesleyan into Treatment Facility B; discharge from
Treatment Facility B into existing hardwood wetlands and
Oak Hollow Lake.
The methodology of sizing Treatment Facilities A & B conforms
to. the requirements of the City of High Point and is in accordance
with the recommendations of the Camp Dresser & McKee. Each
drainage area is subdivided, by percentages, to reflect the type of
development; commercial, residential, etc. and respective soil
conservation service curves are assigned to these percentages of
the overall. drainage area. The drainage area under study is
further modeled by inserting a site specific 10 year stormwater
curve. A HEC-1 computer run is prepared for each modeled drainage
area to accurately project the percentage runoff from the ten year
storm event.
The percentages thus computed from each contributing drainage
area are then applied to the average annual rainfall of 44.1 inches
and the receiving wet detention pond, Treatment Facility A or

9
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Treatment Facility B, is sized to provide a 14 day residence time
based upon this average annual runoff volume. A sediment pool of
1/8 inch per acre of drainage area is added below the normal (14
day) pool.
To confirm that adequate capacity is provided, the volumes
computed above were compared to the City standards of .8 inches per
acre for 25% impervious drainage areas, etc. The proposed
facilities were found to meet and exceed City standards. The
attached copies of runoff and storage computations confirm that
Treatment Facility A and Treatment Facility B do provide the
recommended 14 day storage based upon average annual runoff.
Although final design of these facilities has not been
completed and the configurations presented are schematic, the final
design of these facilities and. the corresponding detail-
construction plans will adhere to the presented design standards.
The site proposed for development by Oak 'Hollow Limited
Partnership contains approximately 158.50 ± acres. Current plans
limit development to: (See Map 3 of 3)
Parcel A 9.33 Acres
Parcel B 17.80 Acres
Parcel C 2.75 Acres
Parcel D 5.35 Acres
ParcelE - Regional Mall 58.37 Acres
Total Development Area 93.60 Acres
Total Non-Build Area 64.90 Acres
of this 64.9 acres of non-build area, approximately .3. 3 7 acres,
will be impervious due to the construction of the proposed
10

Intermediate Loop Road (2,293.35 feet of roadway 64 feet back to
back of curb and gutter).
Based upon preliminary development plans, it is proposed that
20% of all Parcels (A, B, C, & D) will remain pervious and 18.30 of
the Regional Shopping Mall site will be pervious. Final
development plans will reflect the overall 50% ratio of pervious
surfaces over the entire site.
From these projections, the following ratio of pervious to
impervious surfaces can readily be computed:
Areas (AC ±)
Parcels Total Pervious Impervious
Parcels A, B, C, D 35.23 7.05 28.18
Parcel E - Regional Mall 58.37 10.68 47.69
Non Build Area 64.90 61.53 3.37
Totals 158.50 79.26 79.24
Impervious Surface Ratio 49.99%'
Pervious Surface Ratio 50.01%
Conclusion
Oak Hollow Limited Partnership, the developers of the proposed
] Regional Shopping Mall, is committed to attaining the goals of the
City of High Point specifically as they relate to water quality
issues. Although the proposed Mall development will affect only a
slight, 140, portion of the contributing watershed, Oak Hollow
Limited Partnership will, through the implementation of this
comprehensive Watershed Management Plan provide the maximum
possible degree of treatment to a significant amount of all
J stormwater runoff within this drainage area. 75.40 of the entire
drainage area will receive the recommended 14 day treatment prior
11

to discharge and 63.2% of the entire drainage area will receive
further treatment through the identified hardwood wetlands along
Johnson Street. The remaining 24.60 of the off site drainage area
not accessible to BMP facilities due to wetland restraints, will be
filtered as it passes through the identified hardwood wetlands
along Johnson Street. The effectiveness of wetlands is not
presently definable but it is widely agreed that some level of
treatment is provided through this biological process. 87.8% of
the entire drainage area will pass through existing wetlands. To
further confirm the level of treatment provided, Oak Hollow Limited
Partnership will make provisions to install inflow and outflow
water quality monitoring stations, compatible to those installed on
other regional BMP's constructed by the City of High Point to
maintain water quality in City Lake. This monitoring of the
stormwater quality inflow and outflow from treatment facilities
will be provided by the City of High Point to insure compatibility
with similar systems in use at City Lake. Oak Hollow Limited
Partnership will provide up to four of the actual monitoring
devices as long as the total cost does not exceed $15,000.
It is the desire and firm belief of Oak Hollow Limited
Partnership that the planned comprehensive Watershed Management.
Plan will do much more than maintain the present level of water
quality in Oak Hollow Lake. We are confident that the levels of
treatment provided to the tremendous volumes of off site stormwater
runoff currently entering the lake with little or no treatment,
will serve to greatly improve the water quality within Oak Hollow
a
12
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Lake. Oak Hollow Limited Partnership is committed through this
project to meet the water quality needs of the proposed Mall
development and to significantly improve the overall water quality
for the City of High Point.
Implementation:
On June 9, 1993, the watershed Review Committee of the City of
High Point reviewed and approved the modified comprehensive
Watershed Protection Plan submitted for the proposed-Oak Hollow
Mall. This modified plan was forwarded to City Council with
favorable recommendations from the Watershed Review Committee.. On
June 17, 1993, the High Point City Council granted this requested
1*3
modification subject to several identified conditions.
1. Establishment of maximum impervious- surface cover for
each parcel within the development and provide a mechanism for
{ maintaining the 50% impervious limit as detailed site-specific
Ll plans are prepared and submitted to the City..
O Response:
The proposed site is comprised of approximately 158.50
acres,of which 50% may be covered with impervious surfaces.
Based upon the above total acreage, the combined impervious
area for the entire development will thus be limited to 79.24
acres of allowable impervious surface cover. At this early
stage of the development process, a maximum impervious cover
for identified parcels A, B, C, & D of 90% appears to be
attainable, and E having a maximum impervious cover of 95%.
This, when combined with the identified no build areas will
'r
13
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insure that the 50% impervious ratio will be achieved. As
planning progresses, a more accurate projection of acreage.
allocation can be made, however, a more workable solution
would be for the Developer and the City Planning and
Development Department to maintain an "Impervious Surface
Allocation Chart" as attached as Exhibit A.
3 This chart would identify each lot or parcel included in
the development, the type of use proposed, the total acreage
of the lot or parcel, the total impervious area as determined
by its site specific Watershed. Control Plan, a cumulative
impervious area, and the date the specific building permit was
issued. When the cumulative impervious area reaches 79.25
acres, no additional impervious area will be permitted.
The Developer could thus project available impervious
cover and continually update his distribution of available
impervious cover.
2. Sequence for grading and construction of any development,
roadways, and each water quality control structure.
Response:
It is proposed that development of the entire project may
proceed simultaneously. This could include Treatment
Facilities A & B, the mall on Parcel E including the Mall Loop
Road, the Intermediate Loop Road, and the development of or
portions of Parcels A, B, C, & D. Under any conditions,
Treatment Facilities A & B would proceed to construction at
the same time as initial development of identified parcels and
14
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associated roads. The sequence construction shall basically
follow the following sequence, however, development of Parcels
A, B, C, D or E may proceed simultaneously with stormwater
Treatment Facilities A & B. The sequence shall generally be:
A. Treatment Facilities A & B:
1. Complete design of Treatment-Facilities A & B.
2
. Secure approval of specific Watershed Control Plan.
3. Secure required local, state, and federal permits.
4. Proceed with construction.
B. Parcel E (Mall), Mall Loop Road, & Intermediate Loop
1. Complete design.
2
S
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f
.
ecure approva
o
specific Watershed Control Plan.
E3 3. Secure required local, state, and federal permits.
4. Proceed with construction.
C. Parcels A, B, C or D
1. Complete design.
e 2
Secure s
ecifi
W
t
h
d
.
p
c
a
ers
e
Control Plan.
3. Secure required local, state & federal permits.
4. Proceed with construction.
D. Treatment Facilities A & B shall be substantially
complete and operational prior to issuance of certificate
of completion for any development on Parcels A, B, C, D,
and E.
E. Issue Certificate of Completion for development of
IR Parcels A, B, C, D or E or portions thereof.
0
15

O
Note: Specific Watershed Control Plans for Treatment
Facilities A & B as well as Parcel A, B, C, D, and
E shall address all on site and off site temporary
and permanent measures required to secure local and
state approval for sedimentation and erosion
control.
Additi
l
i
ona
Cond
tions:
Q 1. The applicant shall dedicate all water quality devices to
the City, once they are completed and functioning
properly.
2. Site-specific Watershed Control Plans, including the
final design of any water quality control structure,
shall be submitted to, and approved by, the Watershed
Review Committee prior to the issuance of any development
or building permit for each parcel.

3. Substantial completion of the construction of watershed
01
facilities shall be required before issuing any

D certificate of occupancy for any structure on any parcel
on the subject site.

16

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H

OAK HOLLOW LIMITED PARTNERSHIP
Q COMPREHENSIVE WATERSHED PROTECTION PLAN
PROPOSED OAK HOLLOW MALL
PRELIMINARY DESIGN CALCULATIONS
East Lexington
I Area (Ac ±) C Factor % g x C
U
Multi-Family Residential 55.55 0.60 19% 11.4
Commercial/Office 11.76 0.85 4% 3.4
Institutional 5.81 0.60 2% 1.2
Forest/Open 2.05 0.20 1% 0.2
Low Density Single Family 2.17 0.40 1% 0.4
Med. Density Single FR 186.54 0.50 62% 31.0
D Treatment Facility 3.76 1.00 1% 1.0
Roads 31.06 0.95 10% 9.5
Totals 298.70 100% 58.1
Find Composite C
58.1% impervious (assume)
Mean storm extent 0.42 inches
D Pervious runoff C = 0.20
Impervious runoff C ='0.95-
VR = 0.42 0.419 (0.20) + 0.581 (0.95) = 0.27 inches
Va = 0.27 (4) = 1.07 in/ac
298.70 x 1.07 in/ac x 43,560 ft3 x 1 ft = 1,160,181 ft3 permanent
1 ac 12 in pool volume

19

R-Mart/High Point Mall
Area (Ac ±1 C Factor 3_ % x C
Multi-Family Residential 45.28 0.60 14% 8.4
Commercial/Office 156.89 0.85 49% 41.7
Institutional 10.14 0.60 30 1,8
Forest/Open 2.18 0.20 1% 0.2
Low Density Single Family 7.23 0.40 2% 0.8
Med Density Single Family 67.57 0.50 21% 10.5
Treatment Facility 2.45 1.00 1% 1.0
Roads 27.22 0.95 9% 8.6
Totals 318.96 1000 73.0
Assume 73% impervious
Mean storm extent 0.42 inches
Pervious runoff C = 0.20
Impervious runoff C = 0.95
VR = 0.42 [0.73 (0.95) + 0. 27 (0.20) = 0 .31 inches
VB = 0.31 (4) = 1.26 in/ac
318.96 x 1.26 in/ac x 43,560 ft3 x 1 ft = 1,458,859 ft3 permanent
1 Ac 12 in pool volume
20
Centennial
Area (Ac ±) C Factor % % x C

Multi-Family 3.08 0,6 2% 1.2
Commercial/Office 16.19 0.85 13% 11.1
Institutional 47.03 0.60 38% 22.8
Forest/Open 1.82 0.20 1% 0.2
Low Density Single Family 14.74 0.40 12% 4.8
Med Density Single Family 33.82 0.50 38% 1.9
Treatment Facility 2.00 1.00 2% 2.0
Roads 5.22 0.95 4% 3.8
Totals 123.90 100% 47.8
Assume 47.8% impervious
Mean storm extent 0.42 inche s
Pervious runoff C = 0.20
Impervious runoff C = 0.95
VR = 0.42 0.478 (0.95) + 0 .522 (0.20) = 0.24 inches
VQ = 0,24 (4) = 0.96 in/ac
123.9 x 0.96 in/ac x 43 , 560 ft3 x 1 ft = 431,767 ft3 permanent pool
1 Ac 12 in volume
21
Peachtree
Area (Ac C Factor % x C
Multi-Family 3.69 0.6 5.4% 3.2
Forest/Open 14.77 0.2 21.7% 4.3
Low Density Single Family 26.53 0.4 39.0% 15.6
Med Density Single Family 18.24 0.5 26.8% 13.4
Treatment Facility 1.54 1.0 2.3% 2.3
Roads 3.33 0.95 4.9 4.7
Totals 68.10 43.5
Assume 43.5% impervious
Mean storm event 0.42 inches
Pervious runoff C = 0.20
Impervious runoff C = 0.95
VR = 0.42 0.435 (0.95) + 0.565 (0.20) = 0.22 inches
22
Old Winston/oakview
Area (Ac ±) C Factor _% % x C
Multi-Family 27.63 0.6 13.5% 8.1
Institutional 24.64 0.6 12.1% 7.2
Forest/Open 24.15 0.2 11.8% 2.4
Med Density Single Family 115.53 0.5 56.6% 28.3
Treatment Facility 1.43 1.0 0.7% 0.7
Roadways 10.60 0.95 5.2% 4.9
Totals 203.98 100.0% 51.6
Assume 51.6% impervious
Mean storm event 0.42 inches
Pervious runoff C = 0.20
Impervious runoff C = 0.95
VR = 0.42 0.516 (0.95) + 0.484 (0.20) = 0.25 inches
23
Mall/Wesleyan
Area (Ac ±) C Factor %- % x C
Commercial 99.24 0.85 69.7% 59.2
Institutional 14.47 0.60 10.2% 6.1
Forest/Open 4.09 0.20 2.9% 0.6
Low Density Single Family 3.45 0.40 2.4% 1.0
Med Density Single Family 12.53 0.50 8.8% 4.4
Treatment Facility 5.91 1.0 4.1% 4.1
Roadways 2.73 0.95 1.90 1.8
Totals 142.42 100.0% 77.2
Assume 77.2% impervious
Mean storm extent 0.42 inches
Pervious runoff C = 0.20
Impervious runoff C = 0.95
VR = 0.42 0.772 (0.95) + 0.228 (0.20) = 0.33 inches
VB = 0.33 (4) = 1.32 in/ac
142.42 ac x 1.32 in/ac x 43,560 ft3 x 1 ft = 682,420 ft3 permanent
1 Ac 12 in pool volume
24
Mall Wesleyan - Predevelopment
Area (Ac ±
Commercial 5.00
Institutional 14.47
Forest/Open 104.24
Low Density SFR 3.45
Med Density SFR 12.53
Roadways 2.73
Totals 142.42
Assume 30.87% impervious
C Factor % o x C
0.85 3.51% 2.98
0.60 10.16% 6.10
0.20 73.20% 14.60
0.40 2.42% 0.97
0.50 8.80% 4.40
0.95 1.92% 1.82
100.00% 30.87
25
Johnson
Area (Ac ±Z C Factor % % x C
Multi-Family 8.0 0.6 48.2% 28.9
Forest/Open 6.7 0.2 40.40 8.1
Treatment Facility 1.07 1.0 6.40 6.4
Roadways 0.83 0.95 4.80 4.5
Totals 16.6 100.00 47.9
Assume 47.9 o impervious
Mean storm event 0.42 inches
Pervious runoff C = 0.20
Impervious runoff C = 0.95
VR = 0.42 0.479 (0.95) + 0.521 (0.20) = 0.23 inches
26
e
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Volume Calculations for Treatment Facility B

E1 Area (Ac ±) Av Area Volume
814 5.2
5.40 470448
816 5.6
5.80 505296
818 6
6.25 544500
820 6.5
6.70 583704
822 6.9
7.10 618552
824 7.3
27
Sum Volume
0
470448
975744
1520244
2103948
2722500

W
TREATMENT FACILITY A
Contributini
East Lexing
K-Mart/High
Centennial
Total
3 Drainage Areas
ton 298.70 Ac ±
Point Mall 318.96
123.90
741.56 Ac ±
Sediment Storage
741.56 Ac ± x 43,560 x 1 ft x 0.125 in/ac = 336,483 ft3
1 Ac 12 in
Permanent pool - based upon Composite C and VB = VR 4
East Lexington (See Page 15) 1,160,181 ft3
R-Mart/High Point Mall (See Page 16) 1,458,859 ft3
Centennial (See Page 17) 431,767 ft
3
l
Tota
Permanent Pool Volume 3,050,807 ft3
Check against City Chart 1.13 in/ac corresponds to 50% impervious
Volume provided in permanent pool 3,050,807 ft3
City of High Point guidelines
Permanent pool volume 1.2 in/ac
Check
3,050,807 ft3 x 12 inches x 1 ac x 1 = 1.13 too low.
1 ft 43,560 ft2 741.56 Ac t
Provide permanent pool volume of 3314313 ft3 as shown on Page 35
Check
3314313 ft3 x 12 inches x 1 ac x 1 = 1.23 ok
1 ft 43,560 ft2 741.56 Ac t

28
J
TREATMENT FACILITY "A" 4/13/93
Volume Calculations - Treatment Facility A
EL Area (AM Av Area Volume Sum Volume
804 6.3 p
6.55 570636
806 6.8 570636
7.05 614196
808 7.3 1184832
7.55 657756
810 7.8 1842588
8.05 701316
812 8.3 2543904
8.60 749232
814 8.90 3293136
9.20 801504
816 9.50 4094640
9.65 840708
818 9.8 4935348
10.05 875556
820 10.30 5810904
Top of permanent pool el 814.90
Permanent pool surface area 9.17 Ac ±
29
ri

For HEC-1 Model
Assume
Based on Composite C
1. Assign SCS Curve No. 98 to impervious surfaces.
2. Assign SCS Curve No. 79 to pervious surfaces.
X11 YK1G Nn O l2 !» v.... wt.. n n

East Lexington
K-Mart/High Point Mall
Centennial
Peachtree
Old Winston/Oakview
M
ll
W
l
a
/
es
eyan (Post)
Johnson
Mall/Wesleyan (Pre)
58.1
73.0
47.8
43.5
51.6
77.2
47.9
30.9
41.9
27.0
52.2
56.5
48.4
22.8
52.1
69.1
e

30
a

HEC-1 - Data Summary
TREATMENT FACILITY "A"
Top of permanent pool 814.90
10 year storm inflow 2110 CFS
10 year storm outflow 1588 CFS
10 year water level 817.75
100 year storm inflow 3675 CFS
100 year storm outflow 2941 CFS
100 year water level 819.21
TREATMENT FACILITY B
Drainage area 142.42 ac
From Sheet 19 - runoff volume 0.33 in/ac
Permanent pool volume 682,420 ft3
Sediment storage
142.42 x 0.125 in/ac x 43,560 ft3 x 1 ft = 64,623 ft3
1 Ac 12 in
Top of permanent pool 817.3
Overall Impervious and Pervious Conditions .

Pervious Percentage 22.8%'
Impervious PercentagG7.2%
City of High Point guidelines - permanent pool volume 1.3 in/ac
Check
682420 ft3 x 12 inches x 1 ac x 1 = 1.32 in/ac ok
1 ft 43,560 ft2 142.42 Ac ±
31

[1
I
TREATMENT FACILITY B
Drainage area 142.42 ac
From Sheet 19 - runoff volume 0.33 in/ac
Permanent pool volume 682,420 ft3
Sediment storage
142.42 x 0.125 in/ac x 43,560 ft3 x 1 ft = 64,623 ft3
1 Ac 12 in
Top of permanent pool 817.3
City of High Point guidelines - permanent pool volume 1.3 in/ac
Check
682420 ft3 x 12 inches x 1 ac x 1 = 1.32 in/ac ok
1 ft 43,560 ft2 142.42 Ac ±

32

e
e
Areas For Pond B
EL Area (AC)
814 5.2
816 5.6
818 6
820 6.5
822 6.9
824 7.3
Av Area Volume Sum Volume
0
5.40 470448
470448
5.80 505296
975744
6.25 544500
1520244
6.70 583704
2103948
7.10 618552
2722500
33

TREATMENT FACILITY B
Predevelopment Flows
10 year 284 CFS
Post Development Flows
10 year 679 CFS
100 year 979 CFS
Post Development With Treatment Facility B
10 year 155 CFS < 284
100 year 365 CFS
Top of Permanent Pool 817.3
10 year level 819.75
100 year level 820.76
34
aiia

ALTERNATE PERMANENT POOL CALCULATIONS
Calculate volume based upon 14 day residence time
Total annual precipitation = 44.1 in/yr
(from CDM report)
Total rainfall, total loss, and total excess from HEC-1 computer
run for 10 year storm
Area
East Lexington
K-Mart
Centennial
Total Area
AC ±
298.70
318.96
123.90
741.56 Ac ±
Total (in) Total (in)
Rainfall Loss o- Loss
2.99 0.89 29.8
2.99 0.66 22.1
3.00 1.06 35.3
Weighted based upon o of total area
East Lexington 44.1 x (100 - 29.8) x 298.70 = 12.5 in/yr
100 741.56
K-Mart 44.1 x _(100 - 22.1) x 318.96 = 14.8 in/yr
100 741.56
Centennial 44.1 x (100 - 35.3) x 123.90 = 4.8 in/yr
100 741.56
Total Yearly Runoff 32.1 in/yr
Q Determine volume based upon 14 day residence time
V = 14 days -> VR 14 days = V. ( CDM )
R
VB = basin volume VR = runoff volume
VR = 32.1 in x 741.56 = 23,804.1 ac/in
VB = 23, 804.1 ac/in 14 days x 1 x 43 , 560 ftz = 3314313 ft3
365 days/yr 12 in/ft
Volume of sediment storage required
741.56 ac x 0.125 x 43.560 = 336483 ft3
12
Total volume 3650796 ft3
Provide permanent pool volume of 3314313 ft3

35

i
0
TREATMENT FACILITY B
Calculate volume to obtain 14 day residence time
Total annual precipitation 44.1 in/yr
(from CDM report)
Total rainfall, total loss, and total excess from HEC-1 computer
run for 10 year post development storm
Total Total
Area Total Area Rainfall Loss o Loss
Mall Wesleyan 142.42 Ac ± 3.23 in 0.61 in 18.90
Determine yearly runoff
44.1 in/yr x (100 18.9) = 35.8 in/yr
100
Determine volume required to provide 14 day residence time
VR x 14 days = V. (CDM method)
VB = basin volume VR = runoff volume
VB = (35.8 in/yr x 142.42 Ac ±) x 1 x 43560 ft2 x 14 days
12 in/ft 1 ac 365 days/yr
V. = 709898 ft3 -> 1.4 in/ac
Sediment storage
Provide 1/8 in ac over entire drainage area
142.42 ac. = 0.125 in/ac = 43560 ft2 = 1 ft 64623 ft3
1 ac 12 in
Total volume required 774521 ft3
Total permanent pool and sediment storage volume provided 851856
ft
Elevation of top of permanent pool 817.3

36
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EXHIBITS
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U. ; I .. + Ar' MAL t.CSLETAN
?. 1. jr,•ri?y; 411r, d c '.{'?:}cgl'n F ?I 0 x, OF'tdi%IC ) X rlF TOTAL 12.2% C .1
,I:...'1 .r j •? ? Cy , THE -Nt r .,,
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?EHTE N I
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DAVIS-MARTIN-PDWELL 6 ASSOC.. INC.
ENGINEERING-LAND PLANNINO--URVETINO
210 OATEWOOD AVE.. SUITE 102
HIGH POINT, NORTH CAROLINA 27262
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OAK HOLLOU LIMITED PARTNERSHIP
COMEIa124 361VU WAUREMD
MANAMMUNT PLAN
DRAINAGE BASIN DELINEATION
TOTAL DRAINAGE AREA = 11'12.66 AC.t
WEET I OF 3
REVISED MAT 24. 1993
Q____3Q_p 000 1200
m m m = = m = = = = = = L::i L:?l L-?:j L?? L?? I
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1100 yo sr 410
EN? 10EOATtW00DDAVE.* GUITEU102YIN0 IL-IF
RICH POINT. NORTH CAROLINA 2T262

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i + ~ 'MS, `r i ~ + + 'i ~ . ~ ' ' ` ~ - TREATMENT FACLLITY B - CONSTRUCTION SEOIff11GE ! +p , ~
~ EXISt. ~ ~ EXIST. $ ~ - ° it CLEAR AND GRUB SITE AND INSTALL JEMPORARY CHECK GAMS AND EARTH 9) IMMEDIATELY FOLLOMING INSTALLATION OF THE BARREL AND RISER. v ~ +w,:7~;~r
TOP.825. - + - - OP •85 $ ~ ~ _ 8ERM6 AT THE LOCATItptS iNDICAIED. INSTALL Ri~K CIIEBK DAM PROIkID iNE BARREL DRAIN. : ' ~"+fCr°
-~NY• 819 _ I .820.65 kr ~ ~ G ' ~ ~ ~ ~ ~ 21 PEMOYE TOPSOIL AND STOCKPILE THE AREh DESIGNATED. 101 AFTER ALL DA`I Fl~ANKMF.NT AREAS ARE CONSTRUCTED. THE EMERGENCY w~; " F ~ SPILLMAT CHANNEL SHALL BE IHSTALLED. _ `'`'4
~ ~ ~ N COMPLET AFTER REL INS LLA 0 N0 PLET NOTES~~ ~ R N, T E iE AAY E I T BASIN ~ - f ~ 31 BEFORE 6RAD1N6 DPE AiIONS BEGI H M°~I S D MEN ~ ~ ~
N69.51' "E ~ ~ . ~ ~ ~ + . r - PROV I RIP AP E1 ~,/g USE C GHECK QA 50 - .F~\ a ? ~ - P AP EE ~SHt • N 1 FOR' BEN ~ - , - - ~ ~ NEST OF Tiff TiffA1rEN1 FACILITY nuST BE [N PLACE.. 111 TIN; QRAD[N$ sHOtA.b NON SE COMPLETED UPHILL of TIN: EI~AKKMElIi d,; ; ~ , + FOLLOM[NG CONSTRUCTION DF iNE DAN EMBANKMET1IS. EXCESS .,,41
\ ~ ~ / r ~ \ \ , , y IST• MH 0 LET P TECTI - K LO LION _ _ _ _ 4) 1N ALL AREAS NHERE DAM EMBANKMENT FILL PILL BE PLACED. PIffP'RE nA1F.Rlu Nill ~ u~D ON OTHER AREAS OF 1HE MALL 51TE As >`~s"
\ Q TO 830.03 =~0 - - - D PTH-2 ~ r DAM FQUNDAilON IR ACCORDANCE M11H THE RECOMMENDATIDN3 INCLUDED INDICATED ON GRADIiIG PLA48 PRE?ARED BY MILLER M,000Y C011SULTING i F 'O • ai . IN LAM ENGINEFRINQ'S REPORT OF SU85UR ACE F.a.LORATiON ENGSNEERS "~,;K, .
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INSIDE ENCLOSURE ~F

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~ ~ N S N ? n n ~ ~ ~ ~ < y w o c~ o D G}
~ A W \ w 4~ ~ ~ ~ ,~i ~ EXCAVATED WETLAND IMPACTS ~'3~- S O ~ O Mo / J > ~ ~ / / ~2 ~ r ~ ~ ~ 1
( Al ~ ~ ~ 3 cr? C ~ G ~ g o ~n ~6 0 2 .~?3 ~ o ~ ~ ~ ~ 1 ,8 ® FILLED WETLAND IMPACTS ~ ~ o a W P y, `
1a3 \ O ~ N N N W TOTAL WETLAND IMPACTS 4 Z~ O N W O ~ ~ i 0 nnZ n ~ v VN N 81.16'!' Y N+N' YN
~ / a' Ya N • 7a • ~ / ~ ~ 1 H 1 1 Y N ia' Y3/ ~ / ~ YN M M'a2'32' Y SA.N' Y39 I Y39 M 10~N'0$' Y 50.14' Y19
fTl 1 ~ s / ~ ~ WO 88218N•Y 101.11' Wi ~ / ~ Wt $ N•N'16• Y 112.25' Y42
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1 r ~ ~ M ~ \ ~ 0.O ~ KNt M 32 3• A• E 11.24' M21 C39 8 50'31'31' E 31.3J' Cal Y4/ 151 04 40• E 11.01' Y43 / / MN N n•14'I?' E 21.N' M21 C31 S 05'11'[1• 6:. YN 1 34.31'OJ' E N•Oa' Y46
1 1 `''l M \ 1 • w ~o z / `Q p~ iM1 M N'N'75' E 11.N' M11 CSS N N'6TOS' E 15.N' OED !IN 8 40~11'21~ E TO+It' W1 / Pv ~ ~2 MN N 3).01'70' Y 11.30' M82 E2 S 16'18'!' E 11.11' Elk Vq 8 2N8/,N• E 50.N' YN
~ p \ t + \ i 1 ~ a ~p ? + M22 M 11.13•!' E 35. N' M?0 Etl M 12'31'16• Y 17•N' 59.31 441 / / ~ ~ M2a7 M 21'05'/?' [ .aT M!A EI. $ 23• t EI• Yi0 1 2Tlq'at' Y 64.IJ' YSO Q ~ 6 1 ' N MI N 03• Y 1 •?e' Et Y30 M 12.33'25' Y 51,30' VSI
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1 5 \ i 1 . fl6~ \ ~ / O J~ ~ Y.I? N M:0 p 4• p,! • Y 31.M' Op M53 M 45'N 38 Y 74.51• 1164 / ~ 1l•?I'38• Y N•N' CN 1 7t M N M N•N' 021 Y51 N J1'N'11• Y 41"•711' Y61 / ~ M10 N N•q'SI' E N.JI' NI CN 1 N'4t'7{• M L1•N' C21 Y68 N 21'15'11• Y 51.N' NN
tel. ,g~ AREA 1A N N N~N'S7• E ILN' N C26 8 31'6?'!' Y 63•N' C23 YN N N•41't1' M 51.31' Ya _ • M) N N N N' E 16+11' N4 C1J $ N'N' • .1 ' Y51 N i Y N Y N 8 0211 3NLM 5' p•N' YN w.' H
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\ i ANEA S M15 1 N'18'N' E 2J.K' Kt C2 1 N'N'J4• F 33•N• C4 C24 N 21'0?'31' E N.N' 086 Yb N 04'N'75''E 81.~p' t Kt 1 N'N'21' E 2J.N' K3 C4 1 ?4•?1'03' Y I1.t5' Ol C2a N 1t'N'N• E 32.52' C18 YII N N'q'~" Y 1N.7rr Yq W • 1
~ u'. \ e Y FROM IEARiNO D1ST. TO K3 1 n'N'p' E 31.11' KO C6 I N•10'O6' V 14.09' Ci C11 N 40'N'N' E 33.54' CJO ~ N 10'41'54' Y SI.N Y83 Z + • KS M 18'71'11• Y 31.6' K4 C/ l t1'DI'31' Y ri.1J' Ct0 C30 N IO'N'31' E SI.iS' C32 ~ N 09'21'1?' Y 51.1?' Y61 ~ ~ Yl/ N N'tS'14' V 31.20' Yt5 ~
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\ ~ ~ ~ ~ pK 1111 N 11'a5'JB' Y 11.10' 1115 ON l H•Y'~ 9 >A.7/.' ON Q NN N N'OS'21• E N•N' INI FROM BEARINI D181. TO CN r N•oPIM[` N•Il' IM NNO f ;
N F • ql: N M•i3'Ot• Y 14.07 0100 • y .13' EI 080 N BTBMI! M 1{.11' iM , IN0 N 0.14'04• Y N.a' /1N E2 8 So N N ANEA d C?1 1 71'18"4!' Y 81.1!' N6 F~ ~INt OlL1. 10
F% ~ s ~~C iJ \ ~ • HN N N•38'S3' Y 37.10' HN N 8 N'N'47' M 71..64' p CN 1 34'N' • Y 5!71' , . , pp 017 m. 01N N !•13'37• V 72•M' H0 N / N•N'0[.'Y H+OJ' [I FROM 1EARINO DIST. i0 C17 5 3o'A•/t• Y 57.11' 031 itM N N'• 74 Y 11•M 8~t
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l '35- . N• - W 5 OrU'41' A 45 V22 8 M'N'40' E 80.25 V23 024T 0 40'4891" V T6.N' 024 4' IM N 0 31 01111.0 90.40' 43 V23 8 13'34'01` E 60.04' V24 0246 832'80'3` V IN.141 024 SHEET NO. Oft 0 34'3e'10' Y 2e.01' In 0 1 8 01'30' 133' E 10.044' 1
43 1 30.34 47' V 43401 41 V24 8 TM60'53' E 60.36' 0245 ' 0h A 00'06'02' V JI.JO' Ir0 D24 9 01.90'90' V 18.81' IN ~ 6 31 06 04 Y f9T.11 904 tl0 0 44.07'87' Y 43.11' 011 D26 8 90'30'02' V 16.60' IM 41 8 WOO- 06' V 01.03' 36 V25 N T6'21132' E 62.01' 1126 0243 8 37.20'25" V 40.01' 904
.~.N6q~ao VS 4 07'32'66' E 22.43' 904 D260 N 73'3'44' Y 27.76' 1011 N I W33' 12' V 44.07' 37 V26 8 90'471'40' E 50.28' ITN 6242 6 12.00'01' V 46.44' 024 904 0 OT'48'56' Y 28.30' 0T7 MIJ 6 17'40'16' Y 63.30' its R 1 44'10'41' V 43.41' 35 1127 8 90'17.25• E SS5.06' V90 0241 1 T1•'2 8'N' Y Ob02' 094
013 A 33114144' E ib44' R7 M13 8 HOV34' 3T Y 13.01' its n 13x'36'50' V 30.10' 33 W28 6 R'14'14' E 56.36' V26 0240 6 90!!'00' V 11.90' 903 N 0 30`39'56' V 35.1111* 31 V29 8 04.21'0! E 36.47` v" 0.30 3664!'4:' V !00.02' 013 902 N 13.02'28' E 30.00' WI 1017 1 '21' Y 54.21' W.9 71 0 90.34114' V 64.20' 029 V30 A 90'02'20' Y 35.11' V31 0236 9 20'41'12` V 81.74' 013
071 A 11'32'03' Y 90.72' 110 M19 1 11 17.63' 1101 . V31 5 R'1PN' V 89.37' V32 113 N 0* 132,20, 12; 0 A9/2J E 23.'9' 1101 0 10'20'02' E I1.N "a 0237 6 23 12,230 V 61.67 903 '32'28' Y 10.44' 111 ` • 0« 9 01'02'27' V 31.01' 047 t 00'21.44' Y 653.32' V33
V ' ~L 111 N 0144'34' E 33.R' IN MU 0 /1'1=71' Y 48.63' me V33 4 N'03`M' V 50.64' 134 0244 6 25*tq'IT' V 4543' 002 25 9080 B 3541T' II' V 90.53' 023 10211 0 A N 10 Y 21.60' I 04r 11139'81' E 33.00' 048 V34 A 00'01'63' V 50.04' vu 111 N 31'31'46' V N.N' IN • • 065 1 02 06 08' E 30.48' 043 9}ir 117 N 19.02'34• E 90.41' w 1028. 111'30'11' Y 20.82' Me • 1131 0 10.46'40' Y $0.25' V36 8 61.09'42' E 280.44' 111
111 N 13.04'32' V 21.90' /IM 00 6 90 4434' E 13.05' 041
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TS ' ~ SUMMARY OF WETlANO IMPAC P ~ A
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1 EXCAYATEO WETLAND IMPACTS ~ 9 ® G
. ~ 6 Q <ar~:; FILLED WETLAND IMPACTS ~ ~
4.2 TOTAL WETLAND IMPACTS \ \
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AREA t t~O11 11.1'T. f.g011.R. it.O/1 ILIT. i w
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o CITY OF ~ o • ~ o.,o
HIGH POINT w ~ ~ ~ a . ~
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LAKE PROPERTY ~o ~ 9~ rn~ , F i N~ ~ ~ /
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TREATMENT FACILITY "B" 27
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STANDARD DIA,. MAM1{HOLE _ k .
LES STA!vC1ARD 5' OR 6' D~ MANHOLE. p ~ c c~rv - MANHO T E 1 Y I CAL DOGHOU ~E ~ !._E M NHOL~ NCR A T CO S RC PE ARD STAN ~.NHOL~
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ONCRE~ PIER DETAI
(28,
P DT F PFD!' ~ G DE

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EROSION CONTROL PROCEDURE 5;< m;n A IIcation : . -Pl? Staple .
The contractor shall conform to all requirements of the soil sell- ~ ,s f< Comoected sob z' The area to be cover shall The Staples shall be tirade
mentation and erosion control laws and regulations of the State of 1800 cuttlacre ` .F ,~e.. ~ ,,,~wwN . min . be properly prepared, fertilized of wire, .091" in diameter ~
North Carolina as established and enforced b the L d ualit 2 S n `•~y~ Y ~ Q Y max and seeded before the blanket or greater. "U" sfitped with ~4:=.t t~ is applied. When the 1 8" "
Ve eta W'"•~^„~;~~` _ Transition Section of the North Carolina De artment of Natural Resources ~ led ~,••~~.,'.s•~±,,,. M . P t , dive, sion ~,Y to 0 grade w;" 18 min bLnket egs in length and a 1 . 4~'"' Is tmrotted, the netting shall crown. Slze and gauge of
and Community Development. ~ ~ be on to and the '
These requirements shall include but not ltmtted to the ibllowing: ~ ~ ~ W:~• eCt10n Filter ta4ric ~ r 1~..,. ~ 7•-~~ s. , ~ , ,n ~ (1) All denuded areas are to be reviled with a ound cover Cross s t ~ v II( I ~ P fibers in staples used wfIl very with ' • ~ III - 11F contact with the soil over soil conditions. The Staples `M,,.. s' h9~d the entire area. In ditches shall be driven verticall
. P ~ ~ fi'r' ~ . t'tr ~ . a~,, 4 . j ~ .~u M,,. within 30 da s of disru lion where further construction activit c''~":i: a~ ~ v~ " M the blankets shall be into t Y
is not being undertaken. Shculd conditions exist unfavorable for ~:~r ~ ,~~~•;"""~;~;?t.,"~•,. ~w applied he grOWd, Spaced ~ • in the direction of the flow approximately I lineal yard
• A , ~ Stabilized a• seedin ar other intended aund cover, mulch and tack application oes;gn Overfill 6" ~!w,x•' ti , d a. of water, butted snugly nt apart, on each side, and
as s ecified below will be re wired. mimed ? ,w„~,,,m, ,u• ~a,. y, a ends and side and stapled, one row in .the center . t7 Oa slopes, the blankets shall alternately spaced between C.1 Z
(2) Disturbed areas shall be seeded at the rate of 150 pounds per sere, ~ ~ =i,~-al v'~ a°„ •y~• ~ CanstrucUon t. Re.ove sad pmpatr ~ of r aea. bree'b. ~ ~ adrer objet. be lied either - ~ ~ horizontally each side. Ose a common sZ
t Ce ndi u on seasonal limitations• lime at the rate of 4000 „ ? ~ ~ i~~ .a~ YPe Pe n€' P , tsn - :,sae undisturbed . a~ ~ ~ 1 ~ 2 Emer n V., ,j,., r•. SpeaficatfOnS ar vertically to the trove of st e. } a Q ,ir.. • . ~ slope. aples on adjoining W o z
pounds per acre and fertilizer (Type 10-10-10) et the rate of 1000 _ I ~ ~ outlet ~ ~ I , y j' ,+u SA sbnemwr DY•pass t„lr, r~~ i„ t. ,~i~,. ' a ~ ,L~` ~ w. i.~•~ ~ pounds per acre. The seeded area shall be mulched to a minimum r~ s• ~,ow a,, ~,,,,1,.. ~ ~ ~ i , a ds and sides shall be butted btadtkets, z r~areerr~ememeisearw.ciMaoersecr~wsalde~nre~a sn 1 end st Vi ) _
to aidesrope ~ rented too "i,., k` ~l ~ d• ti`"' of ?5~ ound cover and tacked with emulsified as halt at the rate ~ ~ gr P taWu ~ 1, . ~ mints. u6 Y aplad. It is ~ ~ rtot necessary to dig check W F O
matt Nature) of dun 5d y~,„ r~N" ~ Sw' ~ 1,~ w~ of 150 aliens r acre, to~na t,,, w ..l g Pe e ~ v,, ~ a,. ~ it .1ti,, w n,• 3. Emuearcd~eropafbdiwoatsaalawrsanrpdatiaa~ade~elavr slots, anchor ditches oP • ~ 0 _ ~
(3} All erosion control improvements shall be maintained, repaired and art pl. .u~ n,,. w y,~ tl~ N ~ Q l;anvd~~~~~• bury ends of Blankets. e„ to
mN ~n Ji ~ 4., kept working until acceptance cf project. ~l f~ a,. Ad L• 'en ~U, Nr.• ~a~~ . v I U 4. PivTide sb8icia+t male aaaad iTrabas n permit tatatMiaescgtadme ad . ~i The ExceLsiar Blanket shall ~ r =
Saone section " .1~~ ~u„ 1" M `t"100L catsit of a machine oduc b ~ H 0 t-
Pr ed / z teat o[ curled wood excelsior ~ H - ~ S. VyeTSts 8+e ridge sdu eomatxlioa, oleo tt trt'Il nxnaia i
f ONSTRUCTION = , SEQUENCE o C of 8095 six inch or fan 'r ~ Z 0 place last than ~ wartiK ~ $ef' , ~ Z
Tear and ' the ara ender the embankment of all vegCgtion and C f OS S SeCt10 n Construction 1. c , ~ fiber length, with cosistent Z thi ~ -
' $ •'~t~tlOnS root mac Rmaove aB surface soil can~ag high amounts d agaaic recent 1. Obtain permit pad and stockple a dispose of it prapetly. Raid all objxtiaiable maaerial to the Maintenance ckttass and the fitter i h Q a irupeceae.pen,y~~•Ralouaeea..dtaadarrore+~~tt.lrnmemate. ~ „r consistent thickness J ~ ~
2. Install stabilized construction entrance. ?vlateliat Variable ly moon eedimenl trcah ie Oan~a MtepTir ~lteieioa edge. CaePol• and the fiber ev eJ ty deaf aabn and arM osetr ar9an as aaated. wtat tee ace pmtaxdu wily distributed W a ,
3. Clear site enough to Install erasion control devices. ~ Ensmethatcilimumalforibeembertareatisfrceofroats.•oodyvegets- over the entire area of the O ~ ~ ~ pdmaaeetly snbSimd, aeo~e b ~ ad dk d~ a bie~M ~ ~
4. Install sediment and erosion control devices. ~ ~ odmr ~ ~ ®c ~ ~ stapled in ~1 . ogaammsaa, obieetsoeabie face 6 ' 5. Provide mud ramp at all eonstruetian entrances. toe~coed~i~•,andmacninecomp.uaorerf~l~eert,~eaac6i~s P r _ _ - j oacbnl kveiDd stttlBite is blanket. The to 2 N m ttttaaod b p side of each ti ao t>lartktt shall be covered Q a w a p
min 6. Clear and grade site. toauowfaoemaamc - , , with a Photodegradable d J Q ~
be. I ~-•--•I ~-I z. t1e ender section in IMe tmhdtmarc A•otou the coaeatd~ I I ~ , ~ s stem. o I 7. Install dcalnage y ~ l -I TEMPORARY EARTH BERM a extruded plastic mesh. The 1
twanrbetipapaaoteesalfromp~i~>arramgsttufatirrcaa>~c>~t' I t _.u~' I ~ = ~ tares. l _...i ( }II lip drain a strut ( fl. Frot+wct all (.J { k ~ .L . ~ ~ ~ ~ ~~l ~ blanket shall be Z ° t- made smolder p i' :-.resistant without the rise 0 O Z
rosion control facilities thro out `mn`h~'°"~°"~'~"`~"dme'0d' Levelli "r ~ ~i11 9. fl4auntain and clean e ~ P ~ I (I ~ ~ ~ tlExunddtefahacacross Ill III ~ I 1 . P1axtlaiSNafabncbetwesadee andso 11 I 11 I `,chemical additives. ~ 2 3 ~
d~tt'auon of project. ~ of spreader - , i ~ ~ 1 tk api~ay fomtdarion aed rider trthe mP of the dam; a ....~f ~ I 1 ~ I I ~ I I __-,ll i~ ~i I , i I I ~ ~ a, ac
lo• seed site. t r ezeaaae a keyway treach NaK ~ otataltne of the sp,iht~t Burled =~1 { I ~ ~ r stabilizes remove all lain a ~ W C7
11. After all areas have bees , 1~' Y _ I~ 1 e:aeafaS ~ ~ Ada w dn: Mai~lttdtle dam.'rhe tratdt sboald be ac f3 • mi n erosion control devices. leari2 Q dRpand 2 ft wide wii t:lvitte slops. ~CELSIOR MAT e = TING W ' ' y z ~ m
CtAattA?•,?Ar»rlr esw a 2
~ 4.gcarthe atrsbelowthedrr1110~e0fieaatoftheaplntfaafaci!irate l~ >
' LE1fEL SPREA ER D 2.0 S. All cnt~6l~shouldkZ;lahiptrc. t Z sROVNO ~ W
CLEAN STONE 12°~ RIP-RAP 'r'te r+ro ar • ?rrr
EAS<ne tint iu aooae (dtai~ aetxbadme anhankmcm has a miaiatmn Iaanom wig of 1 Rand mar~tyfde flapstaf t:l first extend n tlabottom Construction 1. The tnattirtg a6oold ba a minimum of 1 ft aride extending 6 inchCS Oyer the M i0S Qtter tbC # ' ~ .
DIRfCTIt } o ° ddm s~~• a v tten on the lowered e.'£be OF a S ecifications ~ ~ butted 6 aachadeep in ertsW cIi g upper The ~ e ea e e shade of .091 dlatMttr (or
eeninn;mem ,aaae~totwt„ widd?,aea10¦non p aml field in Contest 4~l edge should butt a~tat srnoottily psi sod and be ~ Y place wire'r0* staped with leis a ltsebes or 1~
tk phtaa• ratlt 2:1 silt ~ ~ ip ~ Mtp of the over wed Inthaak- S lun . _ ends strutxme at a mini- closely spaced haaivr dotty stn staples p least 12 tttc6e g is and a~-a 2-inch crotss. Size ptd;attt;e,uled still nary will sail typq.
tAat: Kegtre0dclrncssof~tilttse~~~ SECTlQN A-A :,ate The.eiNlR4irnalaMQaeaaxtedtogradebaatars o Datiox woes `
Ensure that tt>e• li is kve[ ~nitotlet •ng of storm nmt>~. . p . ~F salt t.3 ~ nn nmo~ j '~irlalanktt is ed to withstatad ocity d~ It~h'vel
A me re ae~aa. `ea ttuzaueattaooe . a.llaiersit et~ia rto4 .~•g~ - water etareinents in dittdles and ttlopai. ' On dit unroll Y~aaket in directiM Oi< lfater `
e oar~el taweisrtxonmtade4aod 3. Construct the kvd spreader on tar~Irbo~s9U~tott fill), onto tiltaC9 mcba (chin ataaioa • • ~ ' sattwitmie trail d¢e of 1< indaa Tlaalaatals ~ medant Placed aed die ~ slow. !Then usiti~ taro blankets side ~ side in a
into tha vain'dRr ~ The storm skald le 4. Conswct a 20-ft lmsitian serdoa- f?oet IkC. ~xrsioe rharutel w blend el w blend ~ 1 r dltdrotiset b 6 i~dysa or 1 foot? i Y ~ .
fIt;TER y~~r,y'~~. ~ strroothl to the width sad de Ih ofjhe . PA Y p ' i r~ ~ pa ,topes, start B~ttet three feet tt+~se crest of
~ ~.I~e ~iNtey¦bc4a~n~npe+t~eax r ~ ~ ~ -:,L~ _ .j ~ ~ a' ~ anchor' ditches if specifhdT .flay be • ` itstat~ed.herizontalty ar verticany, ver is
• • et ' selietai~eaeaettitlattaadatdecvelaatrsac• ' S. ninoft btotn 91e kross a 1 stabilized-slope not w ' ~ 3drt!ki~t'1a~ed~eaaaeatdasaeoon~Y ~s~ sP AmP~ Y ~ ~ ~ eae(+u.
'ipromrdMitia~?~eAMRr"aaadr+e>he o„eflowmaam exceed 1096. Make sum d+e slope iest~atdlr smooth to ioeep.ttgit!,;. coa• . N?itaa ~ ~ ` ~ ~ ,f txucti4sa - ~ y .
centratin . ~ , 10. Direct emergtaCy btpttatq.eaatlt>tk~talleatas. IApee bypass omlat as 8 - ' ~ ~ . , . _ i s~ at the rat of each roll. When s ~ r..; ,e.A. . ¢ ~ +e'•0 rtre lei' w
j ST't~ ~ TAIL. ww~l ~ ao ~ ~ ~ a . 4.., . _ - . `91s p 'dd tech other staple ~ , • _ t A.r, w.+~:.r a• it!' sr.. so as ~tresetch tht edge Bf ostc~ roq.
. , , ~ ~ s~imeat - 4. Immediately after Its cor~tructfpo4, ''aMdrA tl~,ddr#ee : . . ll.StaOdtaalreembatlpilltttaltl aNS.aloK pod ~ tNe,el~e : ~ ~ :q, ~ - m adtgtl4n:fit t the edges oit~e&et at o
ateatof the cadet. , . , - . ~ ' ~ `~....'"*f.~"-,.•^",*'.,-~'q"*'~'-~'°- 2 ft. iii#+It1l~1s pllEOt~J{~ree,~y in tht Ct11N~~3he ~ k "
MBttIt8t18t1C~ - tlcafR ~
and " d~tltot10ns1vhsaleael• ? ` 5 ft . aipu Fria ~lcctxnukeed to oee-half dot of die trap. lypY Md• tntn. - Starr < 4 -s. kIIGH V LOCI EX - . E TY C
itrat is reoglaxl io rho area aod.syltee sine _ , . ,;•r°• ~ . E 0R ATTI NG ,.t,.
~mf t~ ~~1 ."°F- - •
. , sT atgtE . - ? . ~atrynMkaeatdtA~aatlat~tatrsti~iglx• " y , • e ~ v~~, z - 6 'o
tA~ 6Mt rit auiM be E.
~ titl!`k 1Ndbed ice' OUTLET ~f ~ ~ ~ . P EOT I£~N • E, ~ • trig of tft ttttiitiss strip aa1 l3~, tlseta0id borsht.
- 44,, - ~ ,
r ' aY 'i . awdimeet•pOd~lRatllP'1111~P~tadYsWhilOad.al0ore~1~ ' ~'•4. ~ STREA1lt , :Y ~ -1a1~,,1alinraliaatiialaa, Sroeti?~'t~tett to bteoA r~ tk rrti Qt) . • 'a E RC?~ION CONT ROL
TkaEl ~ d6ilo4~itfb egrsaat~,a 1JaefLOeT mt lasts tlia 'Cab pereeat lMrnesSeti aztii. W
~ . 3. Pertitiier eball Da eaabTttiai' ptatucs at S4-I0-i0 pn2Ftie. ~
ffetER4EtR:? bY•PA5S ` TEMP RARY S~DIM NT E BASIN A:, s ~LOw SETTLED ~ f _ All fletii;:er shall w de31~nTTed to •1se~i baeriag the 3CLn,Tet`',T.
, TDP ~ DAw _ f ~?~D alt l~re8- t area. Wt' abeatcal aaagtrsib . of . FIro~C iptd '~a w?S~itL. Lf l~¢~tyYiann6i aeei iswl~iatelp after . s ehaU DT orated W
~:f 6"'min - ~ s oral` MIdrID s9,Il set a]3Av 4~#It Hellas ~ ~ its. ertaet:wbeT;. t" ``-d Q
• a~ ~ 4 ~ O e.gasal c. crss! sae siay7i be en as<Tixarl~+ 4ilt(11 !ai reeta..~ eaa ,
mth. c .1~ . 1 ~ . t~tia gar ~ t~ .r? a fir:,: > > ;1~ti ~ A - ~ od ~ ~atsa. ~ Ye ~ etttiMa at w:M.wc+ '!srs W
0 ~ COalit'6tA~9Q8te t~ ...e libel sdau e. • 'e.rtcaae, lwi~' sea
_ ~ D. tt48~+t eta31 eemiTt ai #tT soli ~ ffa/R. ~7 ~ ~ +~rc.+W.o~*
~ Ct.aSS d . ~ STONE tit ttOplt t1i ~ mtxl anti sad a))soeed atattal• ad setl~illot
=,,•M Waafiing--ifccatth6~selMit flee tires ~o~#~ Woo .eliicles taws ~ i~ . ata not tame f+lr t ~ "g a ~^t~...:
~e ea to ara ~ cd>avaat~t dstaslst~lt Plan 5, 1ha aortae sdesll seAe sacwttt sod tree to ~Mde. !be azra iFsil De
6 N ~iod. wastitwg s~edd ~ ST ~ ~f~'~Q1V , a a dtMta ~ispoN[ ttselr, A wagti ratttlta~trlo Ci< , , ~Mt pr~~ Dr ,»hes ar 4fsklaig to a siadaies dePeh at three facDbs. iKskiag sad c~oas-ditl~+n5. harrorfa5 or other apprated aetbods of yreparatign -
a>1CMARl3E INT'0 A dtainSigDD SQ~~~ t';., tUtED WATERCOURSE be toted ~ 1~ ~61n~E OOSVea>etit ~ . ` 1. Tball bt taatizwad oat11 a t:~lable and tbosroetglti~ pn~.nrized three-loch 1.
~ItIE1fT TRAPPIMti QEVi~ deep Nadbd fa oDttiaed. Care •y11 De tiarciTed is preparatics Ot aeedheda tl slopes to Yacp loose Toll fa place tatter thw parsft !t to
TEMP~ARY- ~ ~C C~ AM AAEA . ~ . F • ECK Q TAB( ZED P oR pit. pM'~! A S U •,ti; y, SEE LAN r., PIPE SIZFS iMtl exit t~ Of cell vegetatiiea. s+00ts, and ' a09ec• eeatalate st tLe toot of the ,ITN. aredied gsIa ea approved prior q !0 t'Sa Teed. ptiar to Oe ItTtL " e~+atfcc, lama sad 1
COn5ifUCtI0t1 LClear~~! NOTE: TO hie INSTALLED IN CNANhIEL DURING ..x;:::r"e ~lemtllt~f>rrdyP~~' $ectron M der rw~tultsr stiell ee beoTdaest azth a e~praaa sptwdsr otror the rendDedT
CULVERT INSTALLATION. AFTER PIPE INSTALLATION ~5~?.• ClflCatIQ11S - blanket NOtte to .coTtdaoe• rith the appropriate sefasdrlre•
IS COMPLETE UT~IZE STONE AS PIPE OUTLET TIE DOWN s7aicgs ,;,.,_t, .r• ~ .CONCRETE AROUND dimensiatassho~tvnontluplsuaraad ' '!ice :I~t~' ~ ME AT BERM FACE g,PlaGtlbE~d~>)d 1 10 SPACING ,rfi ' ~ PI 1, V k the th of the SttsD
sTAB(LIZATION . .•'~?.•~r ,,y, PipeOtJt~ttoVgtN•defined aptOR. Attar the seedbeds barn Dees and a the .the
. ~ . TH 8E ' ~ ',''f t ~ • ~ ti~~ yr+ EA a sediment,}~/1 Ct OIl1e[ suitable OrkL 'A U U i •M ~ • I~. • ? ? t P.vV1W dl~a~ tY CarrY 1f~.1 t9V •••T Cl'11sAel 2. d ¦ 4.5 titpae the maxkratat ~ tt ~ r lble oiler. state dlrttltar but rtd asstnre or a~ seed u sp.efr:ea std ~ ~ ~ ~ apro ~ k8sa seeder at the appropriate ria, tDT dap
I. DRIVC STEEL POSTS 18 INTO GROUND AND EXCAVATf A b zb TRENCH ..~j°.~it':~''•:'`~''•• ~:;~~''~,?;'aN .t'. •?.1 ••~;''•'.•"e`~-' Blatt of apgswgaatelr 11E-iaeh sad tbla eoagateted b7 mesot or a euitipte>rer roller or other tpproted egniparat.
UPHILL ALONG THE UNE OF POSTS. MAX.10~ BETWEEN POSTS. :~~''+r'•~i~t';'~{~' .wi•-~~~ %i~i/`•,~~~';,~~•, ~,c1~~. .l' ' { . : ¦'f w V Of d1e fottnd~0oa ¦ 2, ATTACH WIRE FENCE TO POSTS ANO EXTEND THE BOTTOM OF THE • ,~.,~t`•, .•;t';:~"''i'.~t~'.'~`,~'.~y ,•~~,i.. 4. UsegotMatmil:bbnesbecaloaatlieYunl~e•Y 4 ounds0os i 3. In a welFdeAged channel tx• tend theapttxt up the charuiel
u r" 'N i' i'~ .S. •1~v!..,:,1~~ ' ' ~l.~s{ik:: • WatCrtable. FENCE b INTO THE EXCAVATED TRENCH. '';ty ~ ' ~ t~jalt C ' : oM.+;.~, ~ t • lions 1DaeopaB a banks to Rut elevation 6' A ~ ~ totaenC of denuded area shall De per:otaet vithta 10 vortiai
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND THE p''" ;•'r:• t;','N,•'•~~''t~' ~ ~ above the maldmum taillrattr ~
BOTTOM QF THE FABRIC 6 INTO THE TRENCH. 4. BACKFlLL THt: TRENCH AND lOhiPAC7 THE SOIL FIRMLY TO ANCHOR ~ a . pdt0 in`.p~tipnWpfCVIltnUSdaSCdlnient deptt3at0tlto Of thebartk days or 124 etleddar days after Baal grTde is reached sad ,hail i» fn at bas her- ~ bP ~ acmes ~stD thf prerlouT specltfatfgm wd the toi]arfig apptopriat• whichever is kiss. pe,~t schedule.
1. ~ Maintenance I~ wldt2-iiac~ THE SOTTOM OF THE SILT FENCE SO THAT RUNOFF tS FORCED TO t vs~... ~ o r;.,;''ti•d .,n t~E tilt. 'lam tMy regatta perto~e topdtrssn?8 veldt 2-iitc~ 4. ~ a tDe ledaaot biter blanket a filter fabric Frrynaat seedfag sehedeles r r high .aiateeaoee arms is p
- QO THRU THE FENCE AND CANNOT GO IiNDER IT. "i •t' ~ •,•r.':;.`4:••:' ~ ..,1 9tdlmenl>rldCIEM • ' r , l A ~ • . • 1 an $t[tt~ttlre UJGU t0 trip .r„'• •P'"' •,'r"` -'h~'.~,fi ~1 =a~.Allka~~r""T~.' Y ShoUid be inatadled betwetn area ate as 1'ol;uus:
• •iN'~'••` • • "A n'~ti'~`+'•'r;' i i' ~ r • ~ D . 1Qlmp~y tCtppVe all Obb]C materWs > xiait ttp>>ed, Plan the riprap aad so8foundation. seeding kfxtnre a?se lw.t
~ "It'~•;''~ ~ „~,antdoedchWpttbiictoadWtays. STEfI POST AE (FENCE s ~.-.j`.~c. ' Fee. 1 - lYr. 31 liar. 31 - ZO A,~. 24 - oat. n Reg. 20 - FeD. 1
ILTER FABRIC LENGTH AS NECESSARY „y
TO 80 TIWlN pplE TEMPORARY CONSTRU TI CRETE A~lNO C ON ENTRANCE sie~ or ~ cr .ere VTRAN 4 ~-~,(pe rescues X00->tS4 CE
~ ~ "T" ~'C'TIDN o~ r xoDe ksgedeta 30
E E k
O O y~~' 22 _ ~ ~ ~ E L~Ow t i4-i4-10 Fsrt:l:zer 1400 10013 h~+
M a ~ ~ BACKFiLt TRENCH WITH SOIL . ! O~CL b 0 30 ,•/MATERIAL AND TAMPING OR WATERTt6NT .•,t ••r s 'I' ~ ~ I, ~ Section ~ ae..cula:rai Limestone r<oo0 `0011 '
-`_~;WASHf b STONE TO 6° ABOVE CONNECTING MfID • +s M . f 6 nrn yi' 0RO N0. Nvf~ ftkel aiwgtea Ito Se applied
. e ~ ~ CUTOFF WAL>• blanket Aug. ?D - Fsb. 1 on?,y1 ~
e~ a.•, 'FLEXIBLE PtPE TEMPORARY 9BEDINC SPECIFICATIONS i
RIP•RAP St1M.L CONSIST FOx PIEDMONT !llch shat' ba vheet or at atz'nr, or peat or grass hay, sad ,hail De
r . lK-~ OIF 6`~dia, STONE PLACED m OUTLET PROTECT 10 N appLed at t`° rata et ~40o pauala pr acre to ~ arms. Much a~sll be aPPiind uai:orsiy vtttnet clnepa ~ DaaChes ~ sterial. MLlCh
AS SHOWN. DEPTK OF s'ea11 lu apgiiad fotediauly after sadSag and pretarabiy oa tie sale
APRON SHALL EOUAt. THE ~ !aq fpan Recommended Species Application Rates (ibl~ PEE DIAMETER ANO tt Rates (ib/eC 1 voz5:ing day :hat the selected area fa Tended. a,uhcn st.-sv Dr tacking vi:h atpDalt, roricg or netting by crizplfag vith s gulch ucttarfas tool.
• t 9C shoe r ace Seeding Dees ~ - - ur UPH raw rM .,m,.. , ~,ni e!sr herev set w it v::l ant cover tDe mil~ch.
Rw nrr an«w yr ^ Limestone
YIN. OF 12" DEPTH Fertilizer Limestone TEMPORARY SILT FENCE n N XTMAXI An FOMm13G: SHEEP NO.
t rJan. 1 - May I Rye;nip 120 750 2,000 2,000 4,000 The Contractor shall maintain. all se+dtd &To" until ace"Mm" of the
T Lespeden s0 TEMPORARY SLOPE DRAIN ork, by watering, noving and veedlog. Any areas which flail to show a sa.sfactory stand, for any reasos vbatsowmr, sha11 be retrutM follMing
the grassing procedure specified herein. Dasads rematisf trot erasion,
May I -Aug. 15 Gormak Millet 40 750 2,000 2,000 4,000 C411Ws, washouts, or otber taus" prior to seaeptasae 9MU be repalred by refilling with topsoil, and rKmtad, foilaviag %be Procedure
Aug. 15 - Dec. 30 Ryerv* 120 1,000 2,000 specified herein. 2eD00 4,000
OF
lIM~OD M7.N M7/
FILE No.

i
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DIRECTOR OF PLAMNINA AND DEYELOPMENt DATE
DIRECTOR ~ BUILDING INSPECTIONS DATE
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DIRE TOR Qf CENTRAL ENGINEERING DATE
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DIRE OR ~ MATER AND 3EIlER DATE
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unriV nAK1lM ruwtlLL & n MILL i ASSUU•r IMU#
ENBINEERINO-LAND PLANNING, D PLANNING-SURVEYING
218 GATEWOOD AVE., SU1 ) AVE.. SUITE 102
IRTN CAROLINA 27262
4L NIGH POINT, NORTH CAROL] PHONE [phone]-4821
JOB NO. E-1717 10. E-1717
JANUARY, 1994 M ARY, 1994

0 0 0 0 0 0 0 ' In O In O In In Q~ Iln f ~ ~ -r
TREATMENT FACILITY A -CONSTRUCTION SEQUENCE i ~ ~ 1'~ ]d° ...Q I1n . Q to O ~ In ~ O ; ; O ' ~ O ~O~ ~ O ~O~
~ O O + + N + + r + P / + Q `+i w t Q~ SD . ~ i~ \ \ (D - - --gyp ~ ~ ..f m ti ' 00 pg ~ . + : t ~ } } ~ ~ " O / O ~ ~ ~ "rya N N
W W W ~ ,W ~ o Tt~ ORAR R~ C ~ ~ ~ ~ ~ 1) INSTALL TEMPORARI' CHECK DAM DOWNSTP,EAM OF , ROPOSED OUTLET HEC ~ 0 ~ ~ W' ~ W - Uj ~ W W . - " ~ W +y{ ~ ,W W hi N N (V ,ry f _ _ _ _
STRUCTURE. THIS STRUCTURE SHOULD 9E MAINTAINED THP,000NOUT D N0. - E ~ 2~ , ~ , , ~ ~ , - ~ ~ ~';ry. ;r
CONSTRUC?ION. ' T L P ~ DE I ON SHT NO 29 _ ~ ~ ~ _
/ ~ ' ~ ~ ~ '
T R K PROPS SPI AY y; ~ 2) CLEAP, AND GROG ALL AREAS WTTH EXCEPTION TO THE EXIS ING C EE / / - L EVER Y DISS A OR WIT CHANNELS AS INDICATED. A 9UF,ER OF UNDIS,URBF.D AREA 10 FtET Y• T, ~ .
N 50 , FROM TItE TOP OF ALL CREEM, BANKS SHALL 9E MAINTAINED DURING THE ~ ~ CLAS lI R P-R P . ~ ~
i l f ~ ~l INITIAL GRADING OPERATIONS. SEE HEET NO• ~ / r,
- P OS PR I ARY
3) SNST,ALL ALL TEMPORAPY' EROSION CONTROL DEVICES ALONG THE CP,EF.K ~ ~ ~ y 4~ < + I / GENCY IL AY ~ ~ ~ ~ , ~ ~G ~ 2~t
AN P RY T ROSS.NGS AT THE ~ ' ~ B KS AS INDi~ATF.D• INSTALL T~M ORA S RAM C , ~ LOCATIONS INDICATED. / SE HT. N S. 3 ~ ~ ~ 4 2' i ; ~ ~ ~ , p r ~ G~
/ .r ~ ~ G'F ~ PROVIDE TEMPORARY . Z
4) BEGIN GRADING FOR SEVER LINE P,ELOCATION OF LINT "A". 'B' AND / ~ ~ , ~ ( ~ 10 ~ SEEDING ON SIDE SLOPES
L.N~ C BtG1N GRADr~G AND CONSTRUCTION FOR TH.. SPiLLkAY r
s?Ri1CTURE. P OPOS YAR INL , ' ~ ~ HO ~ - ~
O P 8 2. 4 ~ ' 5) ArTER RELOCATION OF SEWER LINE A. B. AND C ARE COMPLETE. BEGIN ~ . H .
o _ _ T , _ IVY. 809 3 0 / ~ ~ EXIST. GRADING AND COM,LtTt THE INS,A~LATION OF THE TtMPORARY / ELEY 8 ,+4.10 ~ ~ EXIST U N,T,g, z N
/ / 1 DIVERSION CHANNEL. / . TOP 8~1 / ; 1 TREAT NT F ~ILI A , TOP 8~1. ~ O m i N
IVY. 8. _.INY. 82~ 25 , ~ ~ ~ I O w N h ' O N (f! >
6! FOLLOWING INSTALLATJON OF THE DIVERSION CHANNEL. CONS?RUC?ION r ~ ~ / O1NT - K .4 ~ ;
OF THE DAM EMBANKH~NT CAir BEGIN. ~ 1 ~ ~ ` 1 ~ ~ ry to W < ` , ~ ~ ~ t- Z .
ah~ ~ 7) THE P.P,EA OF THt EMBANKMENT SI1A~.L Bt GRUBBED i0 R~MOVt ALL ~ TEMPOR Y ROC C ECK ~ rr r~ . \ \ V C! O SEE GR I z f ING PLAN BY MILLE
~ ~ , STUMPS AND SOFT ALLUVIAL MATERIALS FROM THE STRUCTURAL FILL ~ AM NO ~ - SEE - ~ ~ - ~ ~ Q ~ No•r _ - % ~ ~ h~b,COY CO $ULTING E GINEER9- ~ ~ ~ z ~ ~
AREAS. P ' ~ _ 0 Y INL DETAIL ON PLANS T R ~ ~ ~ J ~ \ ~
/ T BE B LT 0 R ~ + N 29 8) THE DAM AND SUBSURFACE PREPP.RATION SHALL PROCEED FROM THE ~ ' ~ , .J ~ W
_ EXIST. I / a DIVERSION CHANNEL SOUTH TO JOHNSON STREET AFTER ALL SOrT D OF X RCP ~ ~ Q; 0 ~ ; ~ ~ , ~ FSdIT RES I N TH S ~ ~ a > s „ ~ o , ~ ~ o
TOP 818.80 - 1 , 8 E HOLE ~ ~ ' o ' . ALLUVIAL SOIL HAS SEEN REMOVED AND THE SUBGRADE APPP,OVED P 8 4 00 N ~ Q ~ 1 ~ ~ ' . ~ ~ ~ ' 860 - 'd ~ ~ 3 0 a
- - - INV. B1 .19 , ~A 8 y ~ B1 THE GtOTtCNNICAL tNGINEER• WHEN CONSTRUCTION I V. 811.5 J 1 ~ O O 1 / J . ~ A. A ~ Q
OF THE SPILLWAY STRUCTURE IS COMPLETE AND OPERATIONAL. THE , ~rj ~ EV• 815.8 , 2 ~ / , ~ 1 w ~ W ' ~ \ ` ~ ~ / O Z
REMAINING PORTION OF THE DAM WILL BE CONSTRUCTED. - ~ F r _ ~ ~ ~ < z \ ~ ~ z z
9) INSTAL CONTROLLED FILL rOR THE DAM IN LOOSE LIFTS Or B INCHES 2q .;j ~ ~ ~ O ~ m ~ ~ , ~ 8~, ~ i ~ t ~ ~ H {t,l O ~ 0 - ~ aoa
ADJUSTING THt HOiSTURE CONTENT AS REOUIP,ED AND COMPACTING .HE EN OF 24 RCp ' ~ - 0 ? W o w ;
AIR / ~ ~ M E IAl TO A MINIMUM OF 95,4 OF MAXIMUM DENSITI' 1N ACCORDANCE / ' / _ _ _ ~ R P TO CL 0 f / A~4 r' ~ . ~ ~ . -I' ~ O d
WITH SECTION 4 10 OF THE SPECIrICATIONS• THt SAMt LIMITS FOR a ,i~ ? ? T ~ 1 ? _ \ ~ W 2 ~ ~ \ r ,
FILL MATERIAL, MAXIMUM LIFT HEIGHTS MOIS,URE CONTENTS AND - - ? DENSITY APPLY TO FILL PLACED ADJACENT TO STP,UCTURES. TO R URN IPE ' / ~ o- / ~ ' Wa~ ? ~ ~ ti ~ ~ 1, ~ ~ ~
? TO RYI a , ~ IST 1
10) AFTER CONSTRUCTION OF THE SPILLWAY IS COMPLETE THE REMAINING a - ~ ~ `NORMAL\P 1 a~ ~ / ~ v ~ 8 4 ` . ~ U1 ~ A ~ ~ ~
DAM EMBANKMENT SHALL BE CONSTRUCTED A.ND BASE FLOWS WILL PASS r , p / EC V. 8 .8~ 1 ~ to ,I ~ T ~ • • ~ 9 , .ti \ . ~ . + ~ I 1 l \ >
• r THROUGH THE DRAIN AT THE BASE OF THE SPILLWAY STRUCTURE. r ~ T p ~ 1 / r d d w r `PROPOSED .S OAE BERM ` f j ~ \ o ~ ~ ~ . ~ i \ s` \ 1 ~ <
11) TOPSOIL FROM THE STOCKPILE SHALL BE APPLIED 6" DEEP OVER AND ' ` OUTLET MIT EX YATEO , F _ D
ABO'JE WATER SURFACES OF THE EMBANKMENT AND OTHER GRADED AREAS / y !4~ ~ SEDIMENT $ OR ARE ? ~ PEOPOl3E~ s ~ , PitOPOSED ART ~ ~ 7 ~ ' ~ \ ~ ti
TO SE SEEDED. 2s b ~ ` ~ ~ ~ ~ ~ ~ ~ BERM (T' , ~ ~ _ ~ , _ ?
l I SEE TN ~ BNEET ~ eORE ~ / ~ , BORE. OL ~ ~ \ ' 'P ~ ) ~ ~ \ t
12) AFTER GONSTRUCTtON OF THE DAM EMBANKMENT AN 5P[LLWA1' ~ OR 0! D ~ r ~ IIN CHAN EL ~ , ~ ~ ~ -9 I ,f A STRUCTURE IS COMPLETE INSTALL A TEMPORARY ROCK CHECK DAM / r + = J T IC SEC1'JON, 1 r , - ) ~ ~ A 9 \ ~
AROUND THE SPILLWAY OUTLET TO PREVENT DOWNS?REAM SEDIMENTATION. ) ~ , _ ~ _ l ~ r ~ ,
~ , A-3 i ~ , ' ~ ! ~ I t EK N NFL TO RI NFL TO RE A N ? ~ / ~ ~
13) FOLLOWING CHECK DAM INSTALLATION, THE REMAINING UNDIS?URGED ~ ~ ~ ~ LEY. 8 2•TO ~ - ` ~ ~ s \
GREEK CHANNEL AREAS CAN BE DISIURBED ANO ALL GRADING ' ' ~ ~ I_ - l ~ ~ T INO, ITIAL ai _ / ~ ' ~ ~ ~ ~ r O ITIAL GR I Q , - F . . 'A ~ ~ y
OPERATIONS IN THE. POOL AREAS CAN PROCEED TO COMPLETION. ,r. ; ~ E TI THI _ A / ~ ~ THIS ~ ~ , ~ _ e , ~ w ~ 4 ' 1
/ " , i i i 14f TOPSOIL SNALL BE PLACED ON ALL DISTURBED ABOVE WATER SURFACE - , 1 S , 1 V - l `
vv ~ ~ EXI . r rl _ r AREAS AFTER GRADING iS CAMPLETE• / , / . - . V / ; ~ ~ _ _ _ ~ _ _ _ \
~ t . - ~ r , ~ ~ ~ TOP. • 0 . 1 1 ~ ~ ~ \ \
15) APPROVAL FOP, IMPOUNDMENT MUST 9E ISSUED BY .HE DIRECTOR OF THE , / , , .I O I ~ IVY '022 5 r ~ ~ ~ T ~ h p n _ - ~ ~ ~ ~ V
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u. I I / ~ I
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S.J. S.J. I S.J. I S.J. 0 DIAMETER ~ ~
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- -J L J LJ W a Y Z - Z---------- a.Q >
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ENGMERED CONCEPTS
FOUNDATION & SPILLWAY SLAB PLAN CaosWttnw Services c.
7325 west Friendly Avenue, Suite C Greensboro. North Car*Una 27410
Dp./ 400IFDNI Port Office Bas 8947 Greensboro, North Carolina 27419-0947 Office 910 854-8594 OF
Fax [phone]

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HANDRAILING NOT SHOWN, SEE TYP. DETAILS. HANDRAILING NOT SHOWN, SEE 1 ~ , SHOWN, SEE TYP. DETAILS. g i
SLOPE TOP OF WALL 1", TYPICAL. SLOPE TOP OF WALL 1", TYPICAL _L 1" TYPICAL. = £ y
TOP OF WAIL TOP OF WALL 1 N~~
(T.O.W.) SEE PLAN (T.O.W.) SEE PLAN p
J ~~J1111111114U11111
PROPOSED GRADE PROPOSED GRADE ~
N N
#5 0 11"% VERTICAL. LAP 1MTH DOWELS. ~5 0 7"~/c VERTICAL. LAP WITH 4L. LAP WITH DOWELS.
U
#5 0 11"% VERTICAL #5 0 10"% VERT. LAP z LAP WITH DOWELS. z WITH ALT. DOWELS. Z
Q Q w
J J S 0 12"% HORIZ. a 5 0 12"% HORIZ.
W w W w ~ U
O N
I I^ X " X " " N
N Q 2 CL. w~ 2 CL. 2 CL. w ~ K O N Q
a:t Q o " > ( ~ 4
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w W J J ~
x = a
J ~ " J ~ "
Q z #5 DOWELS 0 11 Q z #6 DOWELS 0 5 3 o ~ aQ o ~ z
J " J z ~5 f 0 11 9/c TOP. „o z ~6 0 7"% TOP.
0 0 0 11"o c ~5 0 12 /c TOP" AND O p " I ~ ~5 DOWELS / BOTTOM. LAP 24 TYP. m I F ~5 DOWELS 0 7 #5 0 12"% TOP AND ~ Z 4
U 5 0 12"% CONT. TOP ~ W ~ p 5 0 12"% CONT. TOP o ~ " " AT SPLICES. ~ ~ ~ " " 80TTOM. LAP 24" TYP. m N ~ ~ Z Z $ ~w ~
~ AND BOTTOM, LAP 2 -0 CONT. 6 PVC d ~ AND BOTTOM, LAP 2 -0 CONT. 6 PVC AT SPLICES. N - ~ ~ a ~ F a 'fZ'~ N I
AT SPLICES, TYPICAL. WATERSTOP. 5 0 12"% TOP AND Q ~ ~ AT SPLICES, TYPICAL. WATERSTOP. Z ~ " Z } > #5 0 12 /c TOP AND a V
o BOTTOM. LAP 24 TYP. 3 > o " 3 Q ~7 z BOTTOM. LAP 24 TYP. ~ >
o AT SPLICES. ~ ~ ~ c~ a w AT SPLICES. a J ~ dw
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sus
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SHOWN, SEE OTHER
3'-6" 1'-6" 2'-0" DRAWINGS. 5'-6" 1'-6" 3'-0" DRAWINGS.
7'-0" 3'-0" ~5 _/0 12"0~ BOTT. 10'-0" 2'-0"
CONSTRUCTION JOINT. HOLD CON ALL REINFORGNG 2" CLEAR ALL CONSTRUCTION JOINT. HOLD
FROM EACH SIDE OF JOINT. FRO ALL REINFORCING 2" CLEAR
SEE TYPICAL DETAIL. SEE FROM EACH SIDE OF JOINT. SEE TYPICAL DETAIL.
1 2
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12 1 " = 1'-0" " - " 2 12 1 2 - 1 -0 ¢ m
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PIPE HANDRAIL. SEE TYPICAL PIPE HANDRAIL. SEE TYPICAL a
DETAIL THIS SHEET. DETAIL THIS SHEET. U
SLOPE TOP DOWN i" ACROSS SLOPE TOP DOWN 1" ACROSS til
WIDTH OF WALL. WIDTH OF WALL. TOP OF WALL TOP OF WALL
(T.O.w.) SEE PLAN (T.O.w.) SEE PLAN
O
~5 0 7"% VERT. ~5 0 11"% VERT.
PROPOSED GRADE PROPOSED GRADE WEIR WALL >
6' 6" 12'-6'
z z 816.80'
~ Q J TOP OF WEIR
a a W W Z
W W ~ N SLOPE TOP DOWN 1" ACROSS
" ~ " ~ WIDTH OF WALL.
I x •0 2" CL. 2" Cl. I X "0 2" CL. Q ~5 0 10 /c VERT. Q ~5 0 11 /c VERT. 2 U
w ~ LAP WITH VERTICAL w ~ LAP WITH VERTICAL ~ DOWELS. ce DOWELS. W
Q O Q O #5 0 12"% VERTICAL. LAP WITH DOWELS. 5 0 12"~ VERICAL.
~ « I ~5 0 12"% HORIZ. ~ I ~4 0 12"% HORIZ. ~ ~ EACH FACE. ~ ~ EACH FACE. ~ ? LAP IMTH DOWELS.
~ v ~ v 5 DOWELS 0 11"%.
- 5 DOWELS 0 7 - # w ~ w " 5 0 12"% HORIZ. -J
= 2" CL = 2" CL. 5 0 12 % HORIZ. # # J
5 DOWELS 0 Q a Q " Q 5 DOWELS 0 6 Q # W
3 Q ~6 DOWELS 0 ~ Q 11 0~, ~ 5 J 0" 0 DOWELS 0 12"
a " CONT. 6" PVC WATER- o CONT. 6" PVC WATER- ~5 0 12"% TOP AND
I " O ® I LAPS " ~ #5 0 12 % TOP LAPS STOP, TYPICAL. "o STOP, TYPICAL. BOTTOM. LAP 24 TYP. Q J a X '-0" 0 1 6" PVC WATERSTOP
AND BOTTOM. #5 0 12 /c CONT, m AT SPUCES. ~ ~ ~5 5 2 W
" GRADE. TOP do BOTT., TYP. GRADE. ~ w #6 X 9 -6 0 #5 X 6'-6" 0 N ~ ~5 0 12"% TOP AND HOLD CLEAR OF CONT. AT C.J. ~ .J WAT RSTOP. W
7 % TOP & BOTT. 11"% TOP AND > BOTTOM. LAP 24" IYP. E J Q h--
TYPICAL. BOTT. TYP. 3 ~ ~ AT SPLICES. ~5 0 12 % CONT. 808.00 J S
~ R .1 o #S X 14'-9" 0 12"% TOP.
N U ~ - ~ ~ I 807.0 ~ 807.0 ~ N w ~ ~ ~ ~ 808.50 CONSTRUCTION JOINT. U W a 17 N no Z.
N t t ~ ~5 0 12 /c .CONT. Q
~ ~ 2' 6" LAP, IYP. . I I o L1. t0 N ' n .~..+1
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VERT. VERT. 4 8" 4 8" CONT. 0 C.J. 2-~'i CONT. ' ! I " ~ ~+M
5'-6" 1'-6" 3'-O" 3'-6" 1'-6" 2'-0" CC CONSTR. JOINT ~5 0 12 % CONT.
4 8"
r_ io_a_ ~ I T_o ~ (C
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3 SECTION K-4SECT10N 5 E&CJMAM C
1/2 to = it-O" ~ ~2 1/2 of = it-on 12 1/2 1-0 12,
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X 4" HEADED 5TllD5 0 24"9~E. r,r v 41~ttpy
STEEL GRAl1N G, SEE GENERAL NOTES. ~ty .'~i
WEIR WALL BEHIND ~ r ~
EMBEDDED ~i~" X 8" OF GRATING ANO TOP X I -0" WITH
4- ~h"~ X 4 HEADED S OF WALL = 824.00, SEE TUDS. ' 7 C.N- R l1Nl}~J5 RAIL (PIPE l ~ 91 Sl'Dj WELD TI] PICK
PLAN. ET'S WITH WATER- TIi~IT .WELDS. GRlNO'SMI~O'ftl.
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,INIERMEDIATE C[3NTlNUC]U5 RAkI. PIKE
( ~ 11~ ~ S1D) WEIR Tp PICKET5 wfTH
5 0 12"9~E VERTICAL N1A'fERTIGHT WELDS, „ " GRIND 5MOOTH.
EACH FACE. #'S 0 12" 9~E - ~'S 0 12 9~E VERTICAL 5PA1rE 0 7 ~4 Qk MAX. •
EACH FACE. EACH FACE. t~ ~ Z
uo Q' N , I
#5 0 12"9~f HORIZ. ~+1 N R ,
EACH FACE. 5 0 I " O - 5 0 12" 4~E
# 2 4~E EACH FACE. ~ HORIZ. EACH FACE. 1
~ ~
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4 HAIRPINS 0 I " # 2 4~E. SEAT AROUND BASE ~ EACH • TOP OF WALL ~ <
814.80 , 814.80 #4 HAIRPINS e PICKET WATERTIGHT. - ~ • ~4 HAIRPINS 0 12"4~.
0 a0; }
I 3- 5 BOTT. # CONT. N 77 ~7 " ~4 CHAMFER AT EXPO5E0
" #5 0 12 9~E HORIZ. EACH FACE. 3-~5 80TT. CONT. • . CflN • CRE1E EDGES, TYPICAL.
2 CL. , 813.30 . • • . ~ .
" 5 0 12"4k T # VER .EACH FACE. ~ " . 4. , .SLEEVE x o -e LONG. . • . ~ f
2 CL. e .UST IN TdP • ' ' ' . ~..o' OF WAIL ~
w L" LL. SLUICE GATE WALL ~ENING - CONT. 6 PVC WATER5T0 AT EACH PICKET. " , • ~ . ~ ~
SEE DETAILS. PAT CONSTRUCTION JOINTS, TYP. 2" CL.
5 0 12" 4~ TOP AN 5 0 1" " # 0 # 2 4~E EACH WAY, #5 0 12 4~E EACH WA . ~ ti • ,d
BOTTOM. LAP 24" TYP TOP. Y, TOP. CLL35l1RE DATE. , ~ '
m AT SPLICE5. ~ X 5'-0" 0 12"9~E. w HDLD CLEAR OF VARIES
- WATERSTIIP. •
- 0 12" 4~E T #5 ~ AND ~ > BOTTOM. LAP u Q 24 TYP. " 808.00
3 ~ AT SPLICES. #5 0 12 9~E CONT. , a 4: x
808.50 N 1 N I 1 ~ 1 ~ly~ ~ X 14 -9 0 I Z" 4~E TOP.
~ $08.00 _ N N Drq.~ 4004$00
e 0 !2"4t CONT. d
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1
' t - - a~ .h. i. PIP£ fOR HANDRAILS SHALL CONFORM TO ASTM A53, MADE B, OR ASTM'' Asa?
..b ~•w~,` Et;,. t ;
f ~ ~ ' I Y q~t EACH WAY, 2. FABRICATE ALL HANDRAILING IN ACCORDANCE 11i AI m N _ WI SC SPECIFICA _ ~ : k a ti
k TT{Aul. Ci Z ~5 CONT. '11QNS. p . ttl
a~ . ,t 3. PRIOR TO FABRICAl1tiN, DE'1ERMlNE~ ~N f ' F~ ACTUAL kENG1H OF N ~ : ,
t.~ :•r :z } , . t2". ~ ~ : wAl;c FA?tE'c so THAT SP ~ -~r . VItR11 !IL }~ICKE'1'S iS ~;"Ai`ONG`.1~;,a~IG1N 4~ ,All..
r EOPIT.• 1 .t , "3
M ~ „ 13 1 ~ ~ AETf1i t:'ABRICATION ~ PtP > - . s~~ • Y E HANflRI~ill~,, BtAt ~ ALI ~
. 2 0 ~ . _ , StlRf'AC'ES N±1,AANCE WITld SSPC-5T'S` WHITE li~'~Afi. ,
~oac~o~ l~lE SPIttWAY BASE 5l,AB ~ FOUNDED ON RESIDUAL SOIL HAy~NO A BEAiBNG CAPAgTY OF p ~ 1i~11` ~I'TF1 A SELF~ING ~hIC PRIM£tt E~1,IAl TO ~ • ' " CARBO , . ~ ZINC ti, ~ ~ P
OF 4000 ASF AT THE ELEVATIONS . - SHbIMJ ON THE 51RtiCTURAL DRAWINGS. MMERE IND CA91'P 1`(~:>A MINIMUM bR~( F1~5, 4F 3 MILS. TOP rrOAT 4 EXPO ~
ICATED. THE BASE SLAB IS TO BE PLACED ON A 12-INCH TfItCK DRAINA MAT. II~1H ~IiGH ~'£RFQRMANCE EP XY P 4 A1N'C 1HA~T . IS : COMPATI$LE Ike 'iHE PRIME PAIPIT. =OR?l„OR TO BE SELECTED BY 0
0'M ~ ~ ER DRAWINGS F•OR~ THE LOCATION AND DETAILS OF THE .DRAT GE WNER,
MAT. ~ ~ 2. CONCRETE F~ BASE SLA a I~ . .
B SHALL BE PLACED IN SECTIONS THAT ARE IN ACCORDANCE MATH THE CONSTRUCTION JOINT O • _ ~
SHOWN L GATIONS ON PUN. ADJACENT SECIIDNS OF BASE SLAB MAY BE _
CAST ONLY AFTER A MINIMUM PERIOD OF FOURTEEN DAYS HAS
. ELAPSED SINCE THE TIME THE AOJOINIIJG SECTIONS WERE CAST. LOAD TRANN$FER DO ~,}1CE1~ AS _ `'Wt~l: CONSTRUCTION JQlNT - a,'" ~ K
SHE(- •~tU• BE S/4 / .;TN;. $~IRS , . PLAN FOR LOCATION. , . M ~
x a~" L~iG PLACED kT f2 . ~ REAK OlrTt?. ~.OOSF.tN EIiD
. 1. ALL CAST IN P LACE CONCRETE SHALL BE NORMAL WEIGHT, AND SHALL ~ PlA{~b tN fTk~" .Ctl(3[?I ~ CONCRETE x •
HAVE A MIN. COMPRESSIVE STRENGTH AT 28-DAYS OF 400 P I. 2. ALL CONCRETE SHALL BEM 0 S TO BIYEAbf : $ONQ TER A~' CONCRETE HA5 , .
ADE IN ACCORDANGE WITH APPROVED DESIGN MIXE5 AS REQUIRED FOR THE PROJECT. SEE SPECIFI HA1'I~ENEQ. 6" LC31aG PVC sPuz VIN'S. wi1'i'l~tSroP ~ ,
3. ALL GON E CATIONS. GR TE SHALL CONTAIN ENTRAINED AIR, AND SHALL HAVE Y~'M ENTER etas coNtlr~u Ous.
A MAXIMUM WATER/CEMENT RAT10 OF 0.45. SEE SPECiFIGATIO
4. ADDITION OF WA NS. TER TO THE CONCRETE AT THE JOBSITE FOR THE ~ .Q ~ ,A Q '.4
PURPOSE OF INCREASING THE SLUMP OR FOR RETEMP G4~1 EKING THE CRETE WHICH HAS BEGUN TO SET IS STRICTLY PROHIBITED. ;.Q ',d
5. THE CONTRACTOR SHALL BE RESPONSIBLE fOR FU ~
INST RNISHiNG AND ALI.ING ANCHOR BOLTS, CLIPS, {NSERTS, PIPES, Q~ t • o ~ r P
CONNECTION PLATES, .SLEEVES, SLOTS AND 0TH I ~ ER REQUIRED 4 ~ `
TEMS IN ACCORDANCE WITH THE CONTRACT DRAWINGS, AND IN COOPERA110N WITH OTHER TRADES PRIOR TO P
CAGING CONCRETE. GUT All'~RNATE HORIZONTAL BARS " ,
2 CLEAR FRaM EACH SIDE OF JOINT
FILL WEDGE w/ BACKER ROD FOiQ WEDGE ALONG VERTICAL WAIL " - ~ URETHANE 5 TALL ARpI,~ID, W
1. ALL REINFORCING STE L E SHALL CONFORM TO ASTM A615-St, GRADE 6O. a'~ Q„ FACES AND ALSO ON TOP OF WAIL: PRI,E~ JOINT PITt TD APPUCA~IpN' ~ ...~I
2. UNLESS 0TH ERWiSE INDICATED ON PLAN, LAP BARS A MINIMUM OF OF SEAI..AfNT ,IN ACCQRAAN~ Wt1'FI
_ 30 X BAR DIAMETERS AT SPLICES. NA , NUFACIUR£R`5 TN~'rRUCTIt)IVS: SEE ,.,.j
3. ALL REINFORCING STEEL SHALL BE ACCURATELY AN } N# ON SEALANT` APPLNCATLON,
TIED aN 0 SECURELY D ANCHORED IN PLACE TO PREVENT DISLOCATION DURING THE PLACING OPERATION.
:r;'
. ~
1. MISCELLANEO US STEEL SHAPES SHALL CONFORM TO AS1M A3fi. STEEL SHALL BE HOT OIPPEfl GALVANIZED. .
2. 5TRUCTURAL STEE!_ PIPE FOR. HAND RAILINGS A .
_ A SH Ll CONFORM TO STM A53, GRADE B, OR ASTM A5O1, ALL PIPE HANDRAILING SH ..:.1
BE NOT DIPPED CA V ALL L ANIZEO. f.!`~
3. FABRICATION AN D ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST AISC SPECIFICATION . .
4. WELDING S ELECTRODES SHALL BE E70 SERIES. L
5. WELDING SHALL BE PERFORMED ONLY 8Y WELDERS WHO HAVE SEEN L1 ~ ,
QUALIFIED BY TESTS AS PRESCRIBED IN 7HE "STTtUC1U Z F- 1.1,!
WELDING RAL CODE , AWS Di.i, LATEST EDITION, OF THE AMERICAN ~
WELDING SOCIETY. 6. STEEL GRATI ~ " • NG SHALL CONSIST OF 1 ~ X PLAIN BEARING BARS , I~l ~
0 1 ~e"~ ANO CROSS BARS 0 4"e1/c. GRATING C
SHALL BE GALVANIZED. CL
1. THE CONTRACTOR SH w _ ,;:1
ALL BE RESPONSIBLE FAR PFRFl1R1lWC ei t , ,
WORK IN A SAFE MANNER IN ACCORDANCE WITH THE REQUIREMENTS L..,1 r- ; 4.J LL, „T
OF GOVERNMENT AGENCIES. THE DESIGN PROFESSIONAL SHALL IN SKEET N0;
NO WAY BE HELD RESPONSIBLE FOR THE SAFETY REQUIREMENTS OF THE CONTRACTOR ON THIS PROJECT.
2. ALL WALLS RETAINING EARTH SHALL NOT BE
8ACKFILLED UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH.
13
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MONITORING STATION5 TO BE FURNISHED AND INS SLED BY
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TS ' ~ SUMMARY OF WETlANO IMPAC P ~ A
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1 EXCAYATEO WETLAND IMPACTS ~ 9 ® G
. ~ 6 Q <ar~:; FILLED WETLAND IMPACTS ~ ~
4.2 TOTAL WETLAND IMPACTS \ \
~ \ 0 6 Q \ U ,n
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~ O N YATEII r ~
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AREA t t~O11 11.1'T. f.g011.R. it.O/1 ILIT. i w
~ J,a \ N .IlJ m m AREA IA as IL~T. - as !I./T. ~ d ~t
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z ~ ~ AIEA a - n.a11 Io.rc, +I.ala ILrT. W < r=- ql
i~ i c ~ ARA 4 12.011 q.R. - IY.OA OO.Ii. ~ p
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~ \ o IGN ~ DW \ ti ~ ~ y ~
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o CITY OF ~ o • ~ o.,o
HIGH POINT w ~ ~ ~ a . ~
rn ~ 7 OAK HOLLOW ~ l 't < ~ ~ ~
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LAKE PROPERTY ~o ~ 9~ rn~ , F i N~ ~ ~ /
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TREATMENT FACILITY "B" 27
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STANDARD DIA,. MAM1{HOLE _ k .
LES STA!vC1ARD 5' OR 6' D~ MANHOLE. p ~ c c~rv - MANHO T E 1 Y I CAL DOGHOU ~E ~ !._E M NHOL~ NCR A T CO S RC PE ARD STAN ~.NHOL~
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i : ~ t ~ r _ - --T--- DETAIL TYPICAL PIER SUPPaRTE ~ ~ _ D E _ Quw
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(28,
P DT F PFD!' ~ G DE

. _ _ _
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EROSION CONTROL PROCEDURE 5;< m;n A IIcation : . -Pl? Staple .
The contractor shall conform to all requirements of the soil sell- ~ ,s f< Comoected sob z' The area to be cover shall The Staples shall be tirade
mentation and erosion control laws and regulations of the State of 1800 cuttlacre ` .F ,~e.. ~ ,,,~wwN . min . be properly prepared, fertilized of wire, .091" in diameter ~
North Carolina as established and enforced b the L d ualit 2 S n `•~y~ Y ~ Q Y max and seeded before the blanket or greater. "U" sfitped with ~4:=.t t~ is applied. When the 1 8" "
Ve eta W'"•~^„~;~~` _ Transition Section of the North Carolina De artment of Natural Resources ~ led ~,••~~.,'.s•~±,,,. M . P t , dive, sion ~,Y to 0 grade w;" 18 min bLnket egs in length and a 1 . 4~'"' Is tmrotted, the netting shall crown. Slze and gauge of
and Community Development. ~ ~ be on to and the '
These requirements shall include but not ltmtted to the ibllowing: ~ ~ ~ W:~• eCt10n Filter ta4ric ~ r 1~..,. ~ 7•-~~ s. , ~ , ,n ~ (1) All denuded areas are to be reviled with a ound cover Cross s t ~ v II( I ~ P fibers in staples used wfIl very with ' • ~ III - 11F contact with the soil over soil conditions. The Staples `M,,.. s' h9~d the entire area. In ditches shall be driven verticall
. P ~ ~ fi'r' ~ . t'tr ~ . a~,, 4 . j ~ .~u M,,. within 30 da s of disru lion where further construction activit c''~":i: a~ ~ v~ " M the blankets shall be into t Y
is not being undertaken. Shculd conditions exist unfavorable for ~:~r ~ ,~~~•;"""~;~;?t.,"~•,. ~w applied he grOWd, Spaced ~ • in the direction of the flow approximately I lineal yard
• A , ~ Stabilized a• seedin ar other intended aund cover, mulch and tack application oes;gn Overfill 6" ~!w,x•' ti , d a. of water, butted snugly nt apart, on each side, and
as s ecified below will be re wired. mimed ? ,w„~,,,m, ,u• ~a,. y, a ends and side and stapled, one row in .the center . t7 Oa slopes, the blankets shall alternately spaced between C.1 Z
(2) Disturbed areas shall be seeded at the rate of 150 pounds per sere, ~ ~ =i,~-al v'~ a°„ •y~• ~ CanstrucUon t. Re.ove sad pmpatr ~ of r aea. bree'b. ~ ~ adrer objet. be lied either - ~ ~ horizontally each side. Ose a common sZ
t Ce ndi u on seasonal limitations• lime at the rate of 4000 „ ? ~ ~ i~~ .a~ YPe Pe n€' P , tsn - :,sae undisturbed . a~ ~ ~ 1 ~ 2 Emer n V., ,j,., r•. SpeaficatfOnS ar vertically to the trove of st e. } a Q ,ir.. • . ~ slope. aples on adjoining W o z
pounds per acre and fertilizer (Type 10-10-10) et the rate of 1000 _ I ~ ~ outlet ~ ~ I , y j' ,+u SA sbnemwr DY•pass t„lr, r~~ i„ t. ,~i~,. ' a ~ ,L~` ~ w. i.~•~ ~ pounds per acre. The seeded area shall be mulched to a minimum r~ s• ~,ow a,, ~,,,,1,.. ~ ~ ~ i , a ds and sides shall be butted btadtkets, z r~areerr~ememeisearw.ciMaoersecr~wsalde~nre~a sn 1 end st Vi ) _
to aidesrope ~ rented too "i,., k` ~l ~ d• ti`"' of ?5~ ound cover and tacked with emulsified as halt at the rate ~ ~ gr P taWu ~ 1, . ~ mints. u6 Y aplad. It is ~ ~ rtot necessary to dig check W F O
matt Nature) of dun 5d y~,„ r~N" ~ Sw' ~ 1,~ w~ of 150 aliens r acre, to~na t,,, w ..l g Pe e ~ v,, ~ a,. ~ it .1ti,, w n,• 3. Emuearcd~eropafbdiwoatsaalawrsanrpdatiaa~ade~elavr slots, anchor ditches oP • ~ 0 _ ~
(3} All erosion control improvements shall be maintained, repaired and art pl. .u~ n,,. w y,~ tl~ N ~ Q l;anvd~~~~~• bury ends of Blankets. e„ to
mN ~n Ji ~ 4., kept working until acceptance cf project. ~l f~ a,. Ad L• 'en ~U, Nr.• ~a~~ . v I U 4. PivTide sb8icia+t male aaaad iTrabas n permit tatatMiaescgtadme ad . ~i The ExceLsiar Blanket shall ~ r =
Saone section " .1~~ ~u„ 1" M `t"100L catsit of a machine oduc b ~ H 0 t-
Pr ed / z teat o[ curled wood excelsior ~ H - ~ S. VyeTSts 8+e ridge sdu eomatxlioa, oleo tt trt'Il nxnaia i
f ONSTRUCTION = , SEQUENCE o C of 8095 six inch or fan 'r ~ Z 0 place last than ~ wartiK ~ $ef' , ~ Z
Tear and ' the ara ender the embankment of all vegCgtion and C f OS S SeCt10 n Construction 1. c , ~ fiber length, with cosistent Z thi ~ -
' $ •'~t~tlOnS root mac Rmaove aB surface soil can~ag high amounts d agaaic recent 1. Obtain permit pad and stockple a dispose of it prapetly. Raid all objxtiaiable maaerial to the Maintenance ckttass and the fitter i h Q a irupeceae.pen,y~~•Ralouaeea..dtaadarrore+~~tt.lrnmemate. ~ „r consistent thickness J ~ ~
2. Install stabilized construction entrance. ?vlateliat Variable ly moon eedimenl trcah ie Oan~a MtepTir ~lteieioa edge. CaePol• and the fiber ev eJ ty deaf aabn and arM osetr ar9an as aaated. wtat tee ace pmtaxdu wily distributed W a ,
3. Clear site enough to Install erasion control devices. ~ Ensmethatcilimumalforibeembertareatisfrceofroats.•oodyvegets- over the entire area of the O ~ ~ ~ pdmaaeetly snbSimd, aeo~e b ~ ad dk d~ a bie~M ~ ~
4. Install sediment and erosion control devices. ~ ~ odmr ~ ~ ®c ~ ~ stapled in ~1 . ogaammsaa, obieetsoeabie face 6 ' 5. Provide mud ramp at all eonstruetian entrances. toe~coed~i~•,andmacninecomp.uaorerf~l~eert,~eaac6i~s P r _ _ - j oacbnl kveiDd stttlBite is blanket. The to 2 N m ttttaaod b p side of each ti ao t>lartktt shall be covered Q a w a p
min 6. Clear and grade site. toauowfaoemaamc - , , with a Photodegradable d J Q ~
be. I ~-•--•I ~-I z. t1e ender section in IMe tmhdtmarc A•otou the coaeatd~ I I ~ , ~ s stem. o I 7. Install dcalnage y ~ l -I TEMPORARY EARTH BERM a extruded plastic mesh. The 1
twanrbetipapaaoteesalfromp~i~>arramgsttufatirrcaa>~c>~t' I t _.u~' I ~ = ~ tares. l _...i ( }II lip drain a strut ( fl. Frot+wct all (.J { k ~ .L . ~ ~ ~ ~ ~~l ~ blanket shall be Z ° t- made smolder p i' :-.resistant without the rise 0 O Z
rosion control facilities thro out `mn`h~'°"~°"~'~"`~"dme'0d' Levelli "r ~ ~i11 9. fl4auntain and clean e ~ P ~ I (I ~ ~ ~ tlExunddtefahacacross Ill III ~ I 1 . P1axtlaiSNafabncbetwesadee andso 11 I 11 I `,chemical additives. ~ 2 3 ~
d~tt'auon of project. ~ of spreader - , i ~ ~ 1 tk api~ay fomtdarion aed rider trthe mP of the dam; a ....~f ~ I 1 ~ I I ~ I I __-,ll i~ ~i I , i I I ~ ~ a, ac
lo• seed site. t r ezeaaae a keyway treach NaK ~ otataltne of the sp,iht~t Burled =~1 { I ~ ~ r stabilizes remove all lain a ~ W C7
11. After all areas have bees , 1~' Y _ I~ 1 e:aeafaS ~ ~ Ada w dn: Mai~lttdtle dam.'rhe tratdt sboald be ac f3 • mi n erosion control devices. leari2 Q dRpand 2 ft wide wii t:lvitte slops. ~CELSIOR MAT e = TING W ' ' y z ~ m
CtAattA?•,?Ar»rlr esw a 2
~ 4.gcarthe atrsbelowthedrr1110~e0fieaatoftheaplntfaafaci!irate l~ >
' LE1fEL SPREA ER D 2.0 S. All cnt~6l~shouldkZ;lahiptrc. t Z sROVNO ~ W
CLEAN STONE 12°~ RIP-RAP 'r'te r+ro ar • ?rrr
EAS<ne tint iu aooae (dtai~ aetxbadme anhankmcm has a miaiatmn Iaanom wig of 1 Rand mar~tyfde flapstaf t:l first extend n tlabottom Construction 1. The tnattirtg a6oold ba a minimum of 1 ft aride extending 6 inchCS Oyer the M i0S Qtter tbC # ' ~ .
DIRfCTIt } o ° ddm s~~• a v tten on the lowered e.'£be OF a S ecifications ~ ~ butted 6 aachadeep in ertsW cIi g upper The ~ e ea e e shade of .091 dlatMttr (or
eeninn;mem ,aaae~totwt„ widd?,aea10¦non p aml field in Contest 4~l edge should butt a~tat srnoottily psi sod and be ~ Y place wire'r0* staped with leis a ltsebes or 1~
tk phtaa• ratlt 2:1 silt ~ ~ ip ~ Mtp of the over wed Inthaak- S lun . _ ends strutxme at a mini- closely spaced haaivr dotty stn staples p least 12 tttc6e g is and a~-a 2-inch crotss. Size ptd;attt;e,uled still nary will sail typq.
tAat: Kegtre0dclrncssof~tilttse~~~ SECTlQN A-A :,ate The.eiNlR4irnalaMQaeaaxtedtogradebaatars o Datiox woes `
Ensure that tt>e• li is kve[ ~nitotlet •ng of storm nmt>~. . p . ~F salt t.3 ~ nn nmo~ j '~irlalanktt is ed to withstatad ocity d~ It~h'vel
A me re ae~aa. `ea ttuzaueattaooe . a.llaiersit et~ia rto4 .~•g~ - water etareinents in dittdles and ttlopai. ' On dit unroll Y~aaket in directiM Oi< lfater `
e oar~el taweisrtxonmtade4aod 3. Construct the kvd spreader on tar~Irbo~s9U~tott fill), onto tiltaC9 mcba (chin ataaioa • • ~ ' sattwitmie trail d¢e of 1< indaa Tlaalaatals ~ medant Placed aed die ~ slow. !Then usiti~ taro blankets side ~ side in a
into tha vain'dRr ~ The storm skald le 4. Conswct a 20-ft lmsitian serdoa- f?oet IkC. ~xrsioe rharutel w blend el w blend ~ 1 r dltdrotiset b 6 i~dysa or 1 foot? i Y ~ .
fIt;TER y~~r,y'~~. ~ strroothl to the width sad de Ih ofjhe . PA Y p ' i r~ ~ pa ,topes, start B~ttet three feet tt+~se crest of
~ ~.I~e ~iNtey¦bc4a~n~npe+t~eax r ~ ~ ~ -:,L~ _ .j ~ ~ a' ~ anchor' ditches if specifhdT .flay be • ` itstat~ed.herizontalty ar verticany, ver is
• • et ' selietai~eaeaettitlattaadatdecvelaatrsac• ' S. ninoft btotn 91e kross a 1 stabilized-slope not w ' ~ 3drt!ki~t'1a~ed~eaaaeatdasaeoon~Y ~s~ sP AmP~ Y ~ ~ ~ eae(+u.
'ipromrdMitia~?~eAMRr"aaadr+e>he o„eflowmaam exceed 1096. Make sum d+e slope iest~atdlr smooth to ioeep.ttgit!,;. coa• . N?itaa ~ ~ ` ~ ~ ,f txucti4sa - ~ y .
centratin . ~ , 10. Direct emergtaCy btpttatq.eaatlt>tk~talleatas. IApee bypass omlat as 8 - ' ~ ~ . , . _ i s~ at the rat of each roll. When s ~ r..; ,e.A. . ¢ ~ +e'•0 rtre lei' w
j ST't~ ~ TAIL. ww~l ~ ao ~ ~ ~ a . 4.., . _ - . `91s p 'dd tech other staple ~ , • _ t A.r, w.+~:.r a• it!' sr.. so as ~tresetch tht edge Bf ostc~ roq.
. , , ~ ~ s~imeat - 4. Immediately after Its cor~tructfpo4, ''aMdrA tl~,ddr#ee : . . ll.StaOdtaalreembatlpilltttaltl aNS.aloK pod ~ tNe,el~e : ~ ~ :q, ~ - m adtgtl4n:fit t the edges oit~e&et at o
ateatof the cadet. , . , - . ~ ' ~ `~....'"*f.~"-,.•^",*'.,-~'q"*'~'-~'°- 2 ft. iii#+It1l~1s pllEOt~J{~ree,~y in tht Ct11N~~3he ~ k "
MBttIt8t18t1C~ - tlcafR ~
and " d~tltot10ns1vhsaleael• ? ` 5 ft . aipu Fria ~lcctxnukeed to oee-half dot of die trap. lypY Md• tntn. - Starr < 4 -s. kIIGH V LOCI EX - . E TY C
itrat is reoglaxl io rho area aod.syltee sine _ , . ,;•r°• ~ . E 0R ATTI NG ,.t,.
~mf t~ ~~1 ."°F- - •
. , sT atgtE . - ? . ~atrynMkaeatdtA~aatlat~tatrsti~iglx• " y , • e ~ v~~, z - 6 'o
tA~ 6Mt rit auiM be E.
~ titl!`k 1Ndbed ice' OUTLET ~f ~ ~ ~ . P EOT I£~N • E, ~ • trig of tft ttttiitiss strip aa1 l3~, tlseta0id borsht.
- 44,, - ~ ,
r ' aY 'i . awdimeet•pOd~lRatllP'1111~P~tadYsWhilOad.al0ore~1~ ' ~'•4. ~ STREA1lt , :Y ~ -1a1~,,1alinraliaatiialaa, Sroeti?~'t~tett to bteoA r~ tk rrti Qt) . • 'a E RC?~ION CONT ROL
TkaEl ~ d6ilo4~itfb egrsaat~,a 1JaefLOeT mt lasts tlia 'Cab pereeat lMrnesSeti aztii. W
~ . 3. Pertitiier eball Da eaabTttiai' ptatucs at S4-I0-i0 pn2Ftie. ~
ffetER4EtR:? bY•PA5S ` TEMP RARY S~DIM NT E BASIN A:, s ~LOw SETTLED ~ f _ All fletii;:er shall w de31~nTTed to •1se~i baeriag the 3CLn,Tet`',T.
, TDP ~ DAw _ f ~?~D alt l~re8- t area. Wt' abeatcal aaagtrsib . of . FIro~C iptd '~a w?S~itL. Lf l~¢~tyYiann6i aeei iswl~iatelp after . s ehaU DT orated W
~:f 6"'min - ~ s oral` MIdrID s9,Il set a]3Av 4~#It Hellas ~ ~ its. ertaet:wbeT;. t" ``-d Q
• a~ ~ 4 ~ O e.gasal c. crss! sae siay7i be en as<Tixarl~+ 4ilt(11 !ai reeta..~ eaa ,
mth. c .1~ . 1 ~ . t~tia gar ~ t~ .r? a fir:,: > > ;1~ti ~ A - ~ od ~ ~atsa. ~ Ye ~ etttiMa at w:M.wc+ '!srs W
0 ~ COalit'6tA~9Q8te t~ ...e libel sdau e. • 'e.rtcaae, lwi~' sea
_ ~ D. tt48~+t eta31 eemiTt ai #tT soli ~ ffa/R. ~7 ~ ~ +~rc.+W.o~*
~ Ct.aSS d . ~ STONE tit ttOplt t1i ~ mtxl anti sad a))soeed atattal• ad setl~illot
=,,•M Waafiing--ifccatth6~selMit flee tires ~o~#~ Woo .eliicles taws ~ i~ . ata not tame f+lr t ~ "g a ~^t~...:
~e ea to ara ~ cd>avaat~t dstaslst~lt Plan 5, 1ha aortae sdesll seAe sacwttt sod tree to ~Mde. !be azra iFsil De
6 N ~iod. wastitwg s~edd ~ ST ~ ~f~'~Q1V , a a dtMta ~ispoN[ ttselr, A wagti ratttlta~trlo Ci< , , ~Mt pr~~ Dr ,»hes ar 4fsklaig to a siadaies dePeh at three facDbs. iKskiag sad c~oas-ditl~+n5. harrorfa5 or other apprated aetbods of yreparatign -
a>1CMARl3E INT'0 A dtainSigDD SQ~~~ t';., tUtED WATERCOURSE be toted ~ 1~ ~61n~E OOSVea>etit ~ . ` 1. Tball bt taatizwad oat11 a t:~lable and tbosroetglti~ pn~.nrized three-loch 1.
~ItIE1fT TRAPPIMti QEVi~ deep Nadbd fa oDttiaed. Care •y11 De tiarciTed is preparatics Ot aeedheda tl slopes to Yacp loose Toll fa place tatter thw parsft !t to
TEMP~ARY- ~ ~C C~ AM AAEA . ~ . F • ECK Q TAB( ZED P oR pit. pM'~! A S U •,ti; y, SEE LAN r., PIPE SIZFS iMtl exit t~ Of cell vegetatiiea. s+00ts, and ' a09ec• eeatalate st tLe toot of the ,ITN. aredied gsIa ea approved prior q !0 t'Sa Teed. ptiar to Oe ItTtL " e~+atfcc, lama sad 1
COn5ifUCtI0t1 LClear~~! NOTE: TO hie INSTALLED IN CNANhIEL DURING ..x;:::r"e ~lemtllt~f>rrdyP~~' $ectron M der rw~tultsr stiell ee beoTdaest azth a e~praaa sptwdsr otror the rendDedT
CULVERT INSTALLATION. AFTER PIPE INSTALLATION ~5~?.• ClflCatIQ11S - blanket NOtte to .coTtdaoe• rith the appropriate sefasdrlre•
IS COMPLETE UT~IZE STONE AS PIPE OUTLET TIE DOWN s7aicgs ,;,.,_t, .r• ~ .CONCRETE AROUND dimensiatassho~tvnontluplsuaraad ' '!ice :I~t~' ~ ME AT BERM FACE g,PlaGtlbE~d~>)d 1 10 SPACING ,rfi ' ~ PI 1, V k the th of the SttsD
sTAB(LIZATION . .•'~?.•~r ,,y, PipeOtJt~ttoVgtN•defined aptOR. Attar the seedbeds barn Dees and a the .the
. ~ . TH 8E ' ~ ',''f t ~ • ~ ti~~ yr+ EA a sediment,}~/1 Ct OIl1e[ suitable OrkL 'A U U i •M ~ • I~. • ? ? t P.vV1W dl~a~ tY CarrY 1f~.1 t9V •••T Cl'11sAel 2. d ¦ 4.5 titpae the maxkratat ~ tt ~ r lble oiler. state dlrttltar but rtd asstnre or a~ seed u sp.efr:ea std ~ ~ ~ ~ apro ~ k8sa seeder at the appropriate ria, tDT dap
I. DRIVC STEEL POSTS 18 INTO GROUND AND EXCAVATf A b zb TRENCH ..~j°.~it':~''•:'`~''•• ~:;~~''~,?;'aN .t'. •?.1 ••~;''•'.•"e`~-' Blatt of apgswgaatelr 11E-iaeh sad tbla eoagateted b7 mesot or a euitipte>rer roller or other tpproted egniparat.
UPHILL ALONG THE UNE OF POSTS. MAX.10~ BETWEEN POSTS. :~~''+r'•~i~t';'~{~' .wi•-~~~ %i~i/`•,~~~';,~~•, ~,c1~~. .l' ' { . : ¦'f w V Of d1e fottnd~0oa ¦ 2, ATTACH WIRE FENCE TO POSTS ANO EXTEND THE BOTTOM OF THE • ,~.,~t`•, .•;t';:~"''i'.~t~'.'~`,~'.~y ,•~~,i.. 4. UsegotMatmil:bbnesbecaloaatlieYunl~e•Y 4 ounds0os i 3. In a welFdeAged channel tx• tend theapttxt up the charuiel
u r" 'N i' i'~ .S. •1~v!..,:,1~~ ' ' ~l.~s{ik:: • WatCrtable. FENCE b INTO THE EXCAVATED TRENCH. '';ty ~ ' ~ t~jalt C ' : oM.+;.~, ~ t • lions 1DaeopaB a banks to Rut elevation 6' A ~ ~ totaenC of denuded area shall De per:otaet vithta 10 vortiai
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND THE p''" ;•'r:• t;','N,•'•~~''t~' ~ ~ above the maldmum taillrattr ~
BOTTOM QF THE FABRIC 6 INTO THE TRENCH. 4. BACKFlLL THt: TRENCH AND lOhiPAC7 THE SOIL FIRMLY TO ANCHOR ~ a . pdt0 in`.p~tipnWpfCVIltnUSdaSCdlnient deptt3at0tlto Of thebartk days or 124 etleddar days after Baal grTde is reached sad ,hail i» fn at bas her- ~ bP ~ acmes ~stD thf prerlouT specltfatfgm wd the toi]arfig apptopriat• whichever is kiss. pe,~t schedule.
1. ~ Maintenance I~ wldt2-iiac~ THE SOTTOM OF THE SILT FENCE SO THAT RUNOFF tS FORCED TO t vs~... ~ o r;.,;''ti•d .,n t~E tilt. 'lam tMy regatta perto~e topdtrssn?8 veldt 2-iitc~ 4. ~ a tDe ledaaot biter blanket a filter fabric Frrynaat seedfag sehedeles r r high .aiateeaoee arms is p
- QO THRU THE FENCE AND CANNOT GO IiNDER IT. "i •t' ~ •,•r.':;.`4:••:' ~ ..,1 9tdlmenl>rldCIEM • ' r , l A ~ • . • 1 an $t[tt~ttlre UJGU t0 trip .r„'• •P'"' •,'r"` -'h~'.~,fi ~1 =a~.Allka~~r""T~.' Y ShoUid be inatadled betwetn area ate as 1'ol;uus:
• •iN'~'••` • • "A n'~ti'~`+'•'r;' i i' ~ r • ~ D . 1Qlmp~y tCtppVe all Obb]C materWs > xiait ttp>>ed, Plan the riprap aad so8foundation. seeding kfxtnre a?se lw.t
~ "It'~•;''~ ~ „~,antdoedchWpttbiictoadWtays. STEfI POST AE (FENCE s ~.-.j`.~c. ' Fee. 1 - lYr. 31 liar. 31 - ZO A,~. 24 - oat. n Reg. 20 - FeD. 1
.''I ••,,11• .,1 ILTER FABRIC LENGTH AS NECESSARY „y
TO 80 TIWlN pplE TEMPORARY CONSTRU TI CRETE A~lNO C ON ENTRANCE sie~ or ~ cr .ere VTRAN 4 ~-~,(pe rescues X00->tS4 CE
~ ~ "T" ~'C'TIDN o~ r xoDe ksgedeta 30
E E k
O O y~~' 22 _ ~ ~ ~ E L~Ow t i4-i4-10 Fsrt:l:zer 1400 10013 h~+
M a ~ ~ BACKFiLt TRENCH WITH SOIL . ! O~CL b 0 30 ,•/MATERIAL AND TAMPING OR WATERTt6NT .•,t ••r s 'I' ~ ~ I, ~ Section ~ ae..cula:rai Limestone r<oo0 `0011 '
-`_~;WASHf b STONE TO 6° ABOVE CONNECTING MfID • +s M . f 6 nrn yi' 0RO N0. Nvf~ ftkel aiwgtea Ito Se applied
. e ~ ~ CUTOFF WAL>• blanket Aug. ?D - Fsb. 1 on?,y1 ~
e~ a.•, 'FLEXIBLE PtPE TEMPORARY 9BEDINC SPECIFICATIONS i
RIP•RAP St1M.L CONSIST FOx PIEDMONT !llch shat' ba vheet or at atz'nr, or peat or grass hay, sad ,hail De
r . lK-~ OIF 6`~dia, STONE PLACED m OUTLET PROTECT 10 N appLed at t`° rata et ~40o pauala pr acre to ~ arms. Much a~sll be aPPiind uai:orsiy vtttnet clnepa ~ DaaChes ~ sterial. MLlCh
AS SHOWN. DEPTK OF s'ea11 lu apgiiad fotediauly after sadSag and pretarabiy oa tie sale
APRON SHALL EOUAt. THE ~ !aq fpan Recommended Species Application Rates (ibl~ PEE DIAMETER ANO tt Rates (ib/eC 1 voz5:ing day :hat the selected area fa Tended. a,uhcn st.-sv Dr tacking vi:h atpDalt, roricg or netting by crizplfag vith s gulch ucttarfas tool.
• t 9C shoe r ace Seeding Dees ~ - - ur UPH raw rM .,m,.. , ~,ni e!sr herev set w it v::l ant cover tDe mil~ch.
Rw nrr an«w yr ^ Limestone
YIN. OF 12" DEPTH Fertilizer Limestone TEMPORARY SILT FENCE n N XTMAXI An FOMm13G: SHEEP NO.
t rJan. 1 - May I Rye;nip 120 750 2,000 2,000 4,000 The Contractor shall maintain. all se+dtd &To" until ace"Mm" of the
T Lespeden s0 TEMPORARY SLOPE DRAIN ork, by watering, noving and veedlog. Any areas which flail to show a sa.sfactory stand, for any reasos vbatsowmr, sha11 be retrutM follMing
the grassing procedure specified herein. Dasads rematisf trot erasion,
May I -Aug. 15 Gormak Millet 40 750 2,000 2,000 4,000 C411Ws, washouts, or otber taus" prior to seaeptasae 9MU be repalred by refilling with topsoil, and rKmtad, foilaviag %be Procedure
Aug. 15 - Dec. 30 Ryerv* 120 1,000 2,000 specified herein. 2eD00 4,000
OF
lIM~OD M7.N M7/
FILE No.

i
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9-8-8 (E) ~ THE HIGH PO1NT DEVELOPMENT ORDINANCE
DIRECTOR OF PLAMNINA AND DEYELOPMENt DATE
DIRECTOR ~ BUILDING INSPECTIONS DATE
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DIRE TOR Qf CENTRAL ENGINEERING DATE
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DIRE OR ~ MATER AND 3EIlER DATE
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unriV nAK1lM ruwtlLL & n MILL i ASSUU•r IMU#
ENBINEERINO-LAND PLANNING, D PLANNING-SURVEYING
218 GATEWOOD AVE., SU1 ) AVE.. SUITE 102
IRTN CAROLINA 27262
4L NIGH POINT, NORTH CAROL] PHONE [phone]-4821
JOB NO. E-1717 10. E-1717
JANUARY, 1994 M ARY, 1994

0 0 0 0 0 0 0 ' In O In O In In Q~ Iln f ~ ~ -r
TREATMENT FACILITY A -CONSTRUCTION SEQUENCE i ~ ~ 1'~ ]d° ...Q I1n . Q to O ~ In ~ O ; ; O ' ~ O ~O~ ~ O ~O~
~ O O + + N + + r + P / + Q `+i w t Q~ SD . ~ i~ \ \ (D - - --gyp ~ ~ ..f m ti ' 00 pg ~ . + : t ~ } } ~ ~ " O / O ~ ~ ~ "rya N N
W W W ~ ,W ~ o Tt~ ORAR R~ C ~ ~ ~ ~ ~ 1) INSTALL TEMPORARI' CHECK DAM DOWNSTP,EAM OF , ROPOSED OUTLET HEC ~ 0 ~ ~ W' ~ W - Uj ~ W W . - " ~ W +y{ ~ ,W W hi N N (V ,ry f _ _ _ _
STRUCTURE. THIS STRUCTURE SHOULD 9E MAINTAINED THP,000NOUT D N0. - E ~ 2~ , ~ , , ~ ~ , - ~ ~ ~';ry. ;r
CONSTRUC?ION. ' T L P ~ DE I ON SHT NO 29 _ ~ ~ ~ _
/ ~ ' ~ ~ ~ '
T R K PROPS SPI AY y; ~ 2) CLEAP, AND GROG ALL AREAS WTTH EXCEPTION TO THE EXIS ING C EE / / - L EVER Y DISS A OR WIT CHANNELS AS INDICATED. A 9UF,ER OF UNDIS,URBF.D AREA 10 FtET Y• T, ~ .
N 50 , FROM TItE TOP OF ALL CREEM, BANKS SHALL 9E MAINTAINED DURING THE ~ ~ CLAS lI R P-R P . ~ ~
i l f ~ ~l INITIAL GRADING OPERATIONS. SEE HEET NO• ~ / r,
- P OS PR I ARY
3) SNST,ALL ALL TEMPORAPY' EROSION CONTROL DEVICES ALONG THE CP,EF.K ~ ~ ~ y 4~ < + I / GENCY IL AY ~ ~ ~ ~ , ~ ~G ~ 2~t
AN P RY T ROSS.NGS AT THE ~ ' ~ B KS AS INDi~ATF.D• INSTALL T~M ORA S RAM C , ~ LOCATIONS INDICATED. / SE HT. N S. 3 ~ ~ ~ 4 2' i ; ~ ~ ~ , p r ~ G~
/ .r ~ ~ G'F ~ PROVIDE TEMPORARY . Z
4) BEGIN GRADING FOR SEVER LINE P,ELOCATION OF LINT "A". 'B' AND / ~ ~ , ~ ( ~ 10 ~ SEEDING ON SIDE SLOPES
L.N~ C BtG1N GRADr~G AND CONSTRUCTION FOR TH.. SPiLLkAY r
s?Ri1CTURE. P OPOS YAR INL , ' ~ ~ HO ~ - ~
O P 8 2. 4 ~ ' 5) ArTER RELOCATION OF SEWER LINE A. B. AND C ARE COMPLETE. BEGIN ~ . H .
o _ _ T , _ IVY. 809 3 0 / ~ ~ EXIST. GRADING AND COM,LtTt THE INS,A~LATION OF THE TtMPORARY / ELEY 8 ,+4.10 ~ ~ EXIST U N,T,g, z N
/ / 1 DIVERSION CHANNEL. / . TOP 8~1 / ; 1 TREAT NT F ~ILI A , TOP 8~1. ~ O m i N
IVY. 8. _.INY. 82~ 25 , ~ ~ ~ I O w N h ' O N (f! >
6! FOLLOWING INSTALLATJON OF THE DIVERSION CHANNEL. CONS?RUC?ION r ~ ~ / O1NT - K .4 ~ ;
OF THE DAM EMBANKH~NT CAir BEGIN. ~ 1 ~ ~ ` 1 ~ ~ ry to W < ` , ~ ~ ~ t- Z .
ah~ ~ 7) THE P.P,EA OF THt EMBANKMENT SI1A~.L Bt GRUBBED i0 R~MOVt ALL ~ TEMPOR Y ROC C ECK ~ rr r~ . \ \ V C! O SEE GR I z f ING PLAN BY MILLE
~ ~ , STUMPS AND SOFT ALLUVIAL MATERIALS FROM THE STRUCTURAL FILL ~ AM NO ~ - SEE - ~ ~ - ~ ~ Q ~ No•r _ - % ~ ~ h~b,COY CO $ULTING E GINEER9- ~ ~ ~ z ~ ~
AREAS. P ' ~ _ 0 Y INL DETAIL ON PLANS T R ~ ~ ~ J ~ \ ~
/ T BE B LT 0 R ~ + N 29 8) THE DAM AND SUBSURFACE PREPP.RATION SHALL PROCEED FROM THE ~ ' ~ , .J ~ W
_ EXIST. I / a DIVERSION CHANNEL SOUTH TO JOHNSON STREET AFTER ALL SOrT D OF X RCP ~ ~ Q; 0 ~ ; ~ ~ , ~ FSdIT RES I N TH S ~ ~ a > s „ ~ o , ~ ~ o
TOP 818.80 - 1 , 8 E HOLE ~ ~ ' o ' . ALLUVIAL SOIL HAS SEEN REMOVED AND THE SUBGRADE APPP,OVED P 8 4 00 N ~ Q ~ 1 ~ ~ ' . ~ ~ ~ ' 860 - 'd ~ ~ 3 0 a
- - - INV. B1 .19 , ~A 8 y ~ B1 THE GtOTtCNNICAL tNGINEER• WHEN CONSTRUCTION I V. 811.5 J 1 ~ O O 1 / J . ~ A. A ~ Q
OF THE SPILLWAY STRUCTURE IS COMPLETE AND OPERATIONAL. THE , ~rj ~ EV• 815.8 , 2 ~ / , ~ 1 w ~ W ' ~ \ ` ~ ~ / O Z
REMAINING PORTION OF THE DAM WILL BE CONSTRUCTED. - ~ F r _ ~ ~ ~ < z \ ~ ~ z z
9) INSTAL CONTROLLED FILL rOR THE DAM IN LOOSE LIFTS Or B INCHES 2q .;j ~ ~ ~ O ~ m ~ ~ , ~ 8~, ~ i ~ t ~ ~ H {t,l O ~ 0 - ~ aoa
ADJUSTING THt HOiSTURE CONTENT AS REOUIP,ED AND COMPACTING .HE EN OF 24 RCp ' ~ - 0 ? W o w ;
AIR / ~ ~ M E IAl TO A MINIMUM OF 95,4 OF MAXIMUM DENSITI' 1N ACCORDANCE / ' / _ _ _ ~ R P TO CL 0 f / A~4 r' ~ . ~ ~ . -I' ~ O d
WITH SECTION 4 10 OF THE SPECIrICATIONS• THt SAMt LIMITS FOR a ,i~ ? ? T ~ 1 ? _ \ ~ W 2 ~ ~ \ r ,
FILL MATERIAL, MAXIMUM LIFT HEIGHTS MOIS,URE CONTENTS AND - - ? DENSITY APPLY TO FILL PLACED ADJACENT TO STP,UCTURES. TO R URN IPE ' / ~ o- / ~ ' Wa~ ? ~ ~ ti ~ ~ 1, ~ ~ ~
? TO RYI a , ~ IST 1
10) AFTER CONSTRUCTION OF THE SPILLWAY IS COMPLETE THE REMAINING a - ~ ~ `NORMAL\P 1 a~ ~ / ~ v ~ 8 4 ` . ~ U1 ~ A ~ ~ ~
DAM EMBANKMENT SHALL BE CONSTRUCTED A.ND BASE FLOWS WILL PASS r , p / EC V. 8 .8~ 1 ~ to ,I ~ T ~ • • ~ 9 , .ti \ . ~ . + ~ I 1 l \ >
• r THROUGH THE DRAIN AT THE BASE OF THE SPILLWAY STRUCTURE. r ~ T p ~ 1 / r d d w r `PROPOSED .S OAE BERM ` f j ~ \ o ~ ~ ~ . ~ i \ s` \ 1 ~ <
11) TOPSOIL FROM THE STOCKPILE SHALL BE APPLIED 6" DEEP OVER AND ' ` OUTLET MIT EX YATEO , F _ D
ABO'JE WATER SURFACES OF THE EMBANKMENT AND OTHER GRADED AREAS / y !4~ ~ SEDIMENT $ OR ARE ? ~ PEOPOl3E~ s ~ , PitOPOSED ART ~ ~ 7 ~ ' ~ \ ~ ti
TO SE SEEDED. 2s b ~ ` ~ ~ ~ ~ ~ ~ ~ BERM (T' , ~ ~ _ ~ , _ ?
l I SEE TN ~ BNEET ~ eORE ~ / ~ , BORE. OL ~ ~ \ ' 'P ~ ) ~ ~ \ t
12) AFTER GONSTRUCTtON OF THE DAM EMBANKMENT AN 5P[LLWA1' ~ OR 0! D ~ r ~ IIN CHAN EL ~ , ~ ~ ~ -9 I ,f A STRUCTURE IS COMPLETE INSTALL A TEMPORARY ROCK CHECK DAM / r + = J T IC SEC1'JON, 1 r , - ) ~ ~ A 9 \ ~
AROUND THE SPILLWAY OUTLET TO PREVENT DOWNS?REAM SEDIMENTATION. ) ~ , _ ~ _ l ~ r ~ ,
~ , A-3 i ~ , ' ~ ! ~ I t EK N NFL TO RI NFL TO RE A N ? ~ / ~ ~
13) FOLLOWING CHECK DAM INSTALLATION, THE REMAINING UNDIS?URGED ~ ~ ~ ~ LEY. 8 2•TO ~ - ` ~ ~ s \
GREEK CHANNEL AREAS CAN BE DISIURBED ANO ALL GRADING ' ' ~ ~ I_ - l ~ ~ T INO, ITIAL ai _ / ~ ' ~ ~ ~ ~ r O ITIAL GR I Q , - F . . 'A ~ ~ y
OPERATIONS IN THE. POOL AREAS CAN PROCEED TO COMPLETION. ,r. ; ~ E TI THI _ A / ~ ~ THIS ~ ~ , ~ _ e , ~ w ~ 4 ' 1
/ " , i i i 14f TOPSOIL SNALL BE PLACED ON ALL DISTURBED ABOVE WATER SURFACE - , 1 S , 1 V - l `
vv ~ ~ EXI . r rl _ r AREAS AFTER GRADING iS CAMPLETE• / , / . - . V / ; ~ ~ _ _ _ ~ _ _ _ \
~ t . - ~ r , ~ ~ ~ TOP. • 0 . 1 1 ~ ~ ~ \ \
15) APPROVAL FOP, IMPOUNDMENT MUST 9E ISSUED BY .HE DIRECTOR OF THE , / , , .I O I ~ IVY '022 5 r ~ ~ ~ T ~ h p n _ - ~ ~ ~ ~ V
DIVISION OF LAND RESOURCES PRIOR TO INITIATING FILLING OF THE „'r ' { ~ I/ ~ I ' r ~ ` i / ~ , LAKE ABOVE THt SPILLWAr SLUICE GATE. ~ / ~ r / ; _ , , - ~ , , ~ • 23. 2 r z W ~
~ , ~ I. ~ , ~ ~ . Io et o
~ - / f ' ~ / i /i / - ~6) COMPLETt INSTALLATION OF ALL 'WETLANDS PIPING. ~ ~ ~ ,'r i ; ? : , , ~ Q / ~ ~ W
/ \ ~ ~ HOLE ~ W -
1 HE LAKE LEVEL SHALL BE FILLED WITH TH,. SLUICE GATE ARTIALIY ~ / , ~ ,,..1 ~ ~ , , ~ , c , ~ .1` ~ ~ I ST . MI t ~ , 1 ~
OPEN TO PROVIDE BASE CREEK FLOW DURING THE •ILLING PROCESS. / ,l; r. ~ / , - i 1 ~ ~ ~ ; ~ F 1 ~ i
+ ~ / ~ ' ~ ' NOTE , ~ ~ ~ i ~ ~ ~ ~ ` m
ALL CUT SLOPES SHALL BE SEEDED AND MULCHED IMMEDIATELY ~1r + , r~ i; ~ , r '
0 ~ ; ~ - +'BO HOL 1 is AFTER FINAL GRADE iS OBTAINED. ~ ~ i' , ~ ~ ~ O • ~ , ~ ;
1 ' ' ~ ''1 r} .,1 , / I ~ + r r / E EY 843., ! < < , ~ , - ~ ..t ~ E~! I ST MH - a z
THE EXISTING A3ANOONOED AND SEALED WELL SHALL BE PROTECTED ~ ~ ~ r ~ ~ i 1 ~ v; , 1 ~ \ \ tOP'~8 2.48
DURING CONSTRUCTION AND SHALL BE PERMANENTLY CLOSED 1N ACCORDANCE f ; r f r~ ~l a N ~ ~ ! , ` i ~ ii i z I p O r~ , WITH THE GUILFORD COUNTI' HEALTH DEPARTMENT AND DEHNR STANDARDS _
r1 ~ ~ ~ h, ' a i r t ' ` 1 r SHOULD EXCAVATION REVEAL THAT IT IS NOT ADEQUATELY CLOSED. ~ , h ~ A^4 r.~,~1, ~ ! h ,'t E ~ 1 r r W . ' ~
i / r' ~ ~ ~ • t ~ ~ ' ~ ' ~ O ,
ELE ~ , , . r J Y ON CHANNEL CAN 8E ~ ~ ~ ~ ~ i 30 95 ,
' f' - , r ~ rr CAY TEO TO THE R0~08ED', ~ fq ~ + r 1,' ~ ,
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N 2 4 ; P-R GA RI AP BIQNS GRAVEL CONST U AND DEPTH OF ALl Eic38TINa w W ~ < R CTION ENTRANCE
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DETAIL THIS SHEET. DETAIL THIS SHEET. U
SLOPE TOP DOWN i" ACROSS SLOPE TOP DOWN 1" ACROSS til
WIDTH OF WALL. WIDTH OF WALL. TOP OF WALL TOP OF WALL
(T.O.w.) SEE PLAN (T.O.w.) SEE PLAN
O
~5 0 7"% VERT. ~5 0 11"% VERT.
PROPOSED GRADE PROPOSED GRADE WEIR WALL >
6' 6" 12'-6'
z z 816.80'
~ Q J TOP OF WEIR
a a W W Z
W W ~ N SLOPE TOP DOWN 1" ACROSS
" ~ " ~ WIDTH OF WALL.
I x •0 2" CL. 2" Cl. I X "0 2" CL. Q ~5 0 10 /c VERT. Q ~5 0 11 /c VERT. 2 U
w ~ LAP WITH VERTICAL w ~ LAP WITH VERTICAL ~ DOWELS. ce DOWELS. W
Q O Q O #5 0 12"% VERTICAL. LAP WITH DOWELS. 5 0 12"~ VERICAL.
~ « I ~5 0 12"% HORIZ. ~ I ~4 0 12"% HORIZ. ~ ~ EACH FACE. ~ ~ EACH FACE. ~ ? LAP IMTH DOWELS.
~ v ~ v 5 DOWELS 0 11"%.
- 5 DOWELS 0 7 - # w ~ w " 5 0 12"% HORIZ. -J
= 2" CL = 2" CL. 5 0 12 % HORIZ. # # J
5 DOWELS 0 Q a Q " Q 5 DOWELS 0 6 Q # W
3 Q ~6 DOWELS 0 ~ Q 11 0~, ~ 5 J 0" 0 DOWELS 0 12"
a " CONT. 6" PVC WATER- o CONT. 6" PVC WATER- ~5 0 12"% TOP AND
I " O ® I LAPS " ~ #5 0 12 % TOP LAPS STOP, TYPICAL. "o STOP, TYPICAL. BOTTOM. LAP 24 TYP. Q J a X '-0" 0 1 6" PVC WATERSTOP
AND BOTTOM. #5 0 12 /c CONT, m AT SPUCES. ~ ~ ~5 5 2 W
" GRADE. TOP do BOTT., TYP. GRADE. ~ w #6 X 9 -6 0 #5 X 6'-6" 0 N ~ ~5 0 12"% TOP AND HOLD CLEAR OF CONT. AT C.J. ~ .J WAT RSTOP. W
7 % TOP & BOTT. 11"% TOP AND > BOTTOM. LAP 24" IYP. E J Q h--
TYPICAL. BOTT. TYP. 3 ~ ~ AT SPLICES. ~5 0 12 % CONT. 808.00 J S
~ R .1 o #S X 14'-9" 0 12"% TOP.
N U ~ - ~ ~ I 807.0 ~ 807.0 ~ N w ~ ~ ~ ~ 808.50 CONSTRUCTION JOINT. U W a 17 N no Z.
N t t ~ ~5 0 12 /c .CONT. Q
~ ~ 2' 6" LAP, IYP. . I I o L1. t0 N ' n .~..+1
~ ~ I ~ < . z g .
. p p O r' I I I : w z ~ ~
" ~ " ~ N O u~ _ w p
3 CL. 3 CL. I 2-#5 CONT. 2-#5 CONT. = Z W
i (L _ ~
0 11"% "o #~-1 ~5~011 /c 6" PVC WATERSTOP ~ LL E"" Q
VERT. VERT. 4 8" 4 8" CONT. 0 C.J. 2-~'i CONT. ' ! I " ~ ~+M
5'-6" 1'-6" 3'-O" 3'-6" 1'-6" 2'-0" CC CONSTR. JOINT ~5 0 12 % CONT.
4 8"
r_ io_a_ ~ I T_o ~ (C
E C T 1 0 N
3 SECTION K-4SECT10N 5 E&CJMAM C
1/2 to = it-O" ~ ~2 1/2 of = it-on 12 1/2 1-0 12,
Owq./ 40015001 Dv4{ 40015001 Dw" 4004SQ01. 7 6 tqa e o~.b~.~ ',ruo
rat afroo ftz rq *Y419-0"l
'OF

~ _ - r 4~.' y b` ~ f P {.-b r~ib~ z~~~ fir'
. _ . 1 14 ,N ~
" " •r L ~ 1 r~ ; ` t . - ~ ..S ) x
CONT..J i ~4 X I ~4 X WITH ~ `~'}k
X 4" HEADED 5TllD5 0 24"9~E. r,r v 41~ttpy
STEEL GRAl1N G, SEE GENERAL NOTES. ~ty .'~i
WEIR WALL BEHIND ~ r ~
EMBEDDED ~i~" X 8" OF GRATING ANO TOP X I -0" WITH
4- ~h"~ X 4 HEADED S OF WALL = 824.00, SEE TUDS. ' 7 C.N- R l1Nl}~J5 RAIL (PIPE l ~ 91 Sl'Dj WELD TI] PICK
PLAN. ET'S WITH WATER- TIi~IT .WELDS. GRlNO'SMI~O'ftl.
0
V£R11U~. PICKE ~ " ~~+t ~ TS (PIPE I ~ ~ 5113. nnr
N ) 0 6 -0"4t MAx. ,
#4 WAIRPINS 0 12"9k.
#4 HAIRPIN' - ~4 HAIRPINS 0 12"9k.
,INIERMEDIATE C[3NTlNUC]U5 RAkI. PIKE
( ~ 11~ ~ S1D) WEIR Tp PICKET5 wfTH
5 0 12"9~E VERTICAL N1A'fERTIGHT WELDS, „ " GRIND 5MOOTH.
EACH FACE. #'S 0 12" 9~E - ~'S 0 12 9~E VERTICAL 5PA1rE 0 7 ~4 Qk MAX. •
EACH FACE. EACH FACE. t~ ~ Z
uo Q' N , I
#5 0 12"9~f HORIZ. ~+1 N R ,
EACH FACE. 5 0 I " O - 5 0 12" 4~E
# 2 4~E EACH FACE. ~ HORIZ. EACH FACE. 1
~ ~
.J tt
4 HAIRPINS 0 I " # 2 4~E. SEAT AROUND BASE ~ EACH • TOP OF WALL ~ <
814.80 , 814.80 #4 HAIRPINS e PICKET WATERTIGHT. - ~ • ~4 HAIRPINS 0 12"4~.
0 a0; }
I 3- 5 BOTT. # CONT. N 77 ~7 " ~4 CHAMFER AT EXPO5E0
" #5 0 12 9~E HORIZ. EACH FACE. 3-~5 80TT. CONT. • . CflN • CRE1E EDGES, TYPICAL.
2 CL. , 813.30 . • • . ~ .
" 5 0 12"4k T # VER .EACH FACE. ~ " . 4. , .SLEEVE x o -e LONG. . • . ~ f
2 CL. e .UST IN TdP • ' ' ' . ~..o' OF WAIL ~
w L" LL. SLUICE GATE WALL ~ENING - CONT. 6 PVC WATER5T0 AT EACH PICKET. " , • ~ . ~ ~
SEE DETAILS. PAT CONSTRUCTION JOINTS, TYP. 2" CL.
5 0 12" 4~ TOP AN 5 0 1" " # 0 # 2 4~E EACH WAY, #5 0 12 4~E EACH WA . ~ ti • ,d
BOTTOM. LAP 24" TYP TOP. Y, TOP. CLL35l1RE DATE. , ~ '
m AT SPLICE5. ~ X 5'-0" 0 12"9~E. w HDLD CLEAR OF VARIES
- WATERSTIIP. •
- 0 12" 4~E T #5 ~ AND ~ > BOTTOM. LAP u Q 24 TYP. " 808.00
3 ~ AT SPLICES. #5 0 12 9~E CONT. , a 4: x
808.50 N 1 N I 1 ~ 1 ~ly~ ~ X 14 -9 0 I Z" 4~E TOP.
~ $08.00 _ N N Drq.~ 4004$00
e 0 !2"4t CONT. d
O Iv `N ~ ,
I
tV ~ , O
1
' t - - a~ .h. i. PIP£ fOR HANDRAILS SHALL CONFORM TO ASTM A53, MADE B, OR ASTM'' Asa?
..b ~•w~,` Et;,. t ;
f ~ ~ ' I Y q~t EACH WAY, 2. FABRICATE ALL HANDRAILING IN ACCORDANCE 11i AI m N _ WI SC SPECIFICA _ ~ : k a ti
k TT{Aul. Ci Z ~5 CONT. '11QNS. p . ttl
a~ . ,t 3. PRIOR TO FABRICAl1tiN, DE'1ERMlNE~ ~N f ' F~ ACTUAL kENG1H OF N ~ : ,
t.~ :•r :z } , . t2". ~ ~ : wAl;c FA?tE'c so THAT SP ~ -~r . VItR11 !IL }~ICKE'1'S iS ~;"Ai`ONG`.1~;,a~IG1N 4~ ,All..
r EOPIT.• 1 .t , "3
M ~ „ 13 1 ~ ~ AETf1i t:'ABRICATION ~ PtP > - . s~~ • Y E HANflRI~ill~,, BtAt ~ ALI ~
. 2 0 ~ . _ , StlRf'AC'ES N±1,AANCE WITld SSPC-5T'S` WHITE li~'~Afi. ,
~oac~o~ l~lE SPIttWAY BASE 5l,AB ~ FOUNDED ON RESIDUAL SOIL HAy~NO A BEAiBNG CAPAgTY OF p ~ 1i~11` ~I'TF1 A SELF~ING ~hIC PRIM£tt E~1,IAl TO ~ • ' " CARBO , . ~ ZINC ti, ~ ~ P
OF 4000 ASF AT THE ELEVATIONS . - SHbIMJ ON THE 51RtiCTURAL DRAWINGS. MMERE IND CA91'P 1`(~:>A MINIMUM bR~( F1~5, 4F 3 MILS. TOP rrOAT 4 EXPO ~
ICATED. THE BASE SLAB IS TO BE PLACED ON A 12-INCH TfItCK DRAINA MAT. II~1H ~IiGH ~'£RFQRMANCE EP XY P 4 A1N'C 1HA~T . IS : COMPATI$LE Ike 'iHE PRIME PAIPIT. =OR?l„OR TO BE SELECTED BY 0
0'M ~ ~ ER DRAWINGS F•OR~ THE LOCATION AND DETAILS OF THE .DRAT GE WNER,
MAT. ~ ~ 2. CONCRETE F~ BASE SLA a I~ . .
B SHALL BE PLACED IN SECTIONS THAT ARE IN ACCORDANCE MATH THE CONSTRUCTION JOINT O • _ ~
SHOWN L GATIONS ON PUN. ADJACENT SECIIDNS OF BASE SLAB MAY BE _
CAST ONLY AFTER A MINIMUM PERIOD OF FOURTEEN DAYS HAS
. ELAPSED SINCE THE TIME THE AOJOINIIJG SECTIONS WERE CAST. LOAD TRANN$FER DO ~,}1CE1~ AS _ `'Wt~l: CONSTRUCTION JQlNT - a,'" ~ K
SHE(- •~tU• BE S/4 / .;TN;. $~IRS , . PLAN FOR LOCATION. , . M ~
x a~" L~iG PLACED kT f2 . ~ REAK OlrTt?. ~.OOSF.tN EIiD
. 1. ALL CAST IN P LACE CONCRETE SHALL BE NORMAL WEIGHT, AND SHALL ~ PlA{~b tN fTk~" .Ctl(3[?I ~ CONCRETE x •
HAVE A MIN. COMPRESSIVE STRENGTH AT 28-DAYS OF 400 P I. 2. ALL CONCRETE SHALL BEM 0 S TO BIYEAbf : $ONQ TER A~' CONCRETE HA5 , .
ADE IN ACCORDANGE WITH APPROVED DESIGN MIXE5 AS REQUIRED FOR THE PROJECT. SEE SPECIFI HA1'I~ENEQ. 6" LC31aG PVC sPuz VIN'S. wi1'i'l~tSroP ~ ,
3. ALL GON E CATIONS. GR TE SHALL CONTAIN ENTRAINED AIR, AND SHALL HAVE Y~'M ENTER etas coNtlr~u Ous.
A MAXIMUM WATER/CEMENT RAT10 OF 0.45. SEE SPECiFIGATIO
4. ADDITION OF WA NS. TER TO THE CONCRETE AT THE JOBSITE FOR THE ~ .Q ~ ,A Q '.4
PURPOSE OF INCREASING THE SLUMP OR FOR RETEMP G4~1 EKING THE CRETE WHICH HAS BEGUN TO SET IS STRICTLY PROHIBITED. ;.Q ',d
5. THE CONTRACTOR SHALL BE RESPONSIBLE fOR FU ~
INST RNISHiNG AND ALI.ING ANCHOR BOLTS, CLIPS, {NSERTS, PIPES, Q~ t • o ~ r P
CONNECTION PLATES, .SLEEVES, SLOTS AND 0TH I ~ ER REQUIRED 4 ~ `
TEMS IN ACCORDANCE WITH THE CONTRACT DRAWINGS, AND IN COOPERA110N WITH OTHER TRADES PRIOR TO P
CAGING CONCRETE. GUT All'~RNATE HORIZONTAL BARS " ,
2 CLEAR FRaM EACH SIDE OF JOINT
FILL WEDGE w/ BACKER ROD FOiQ WEDGE ALONG VERTICAL WAIL " - ~ URETHANE 5 TALL ARpI,~ID, W
1. ALL REINFORCING STE L E SHALL CONFORM TO ASTM A615-St, GRADE 6O. a'~ Q„ FACES AND ALSO ON TOP OF WAIL: PRI,E~ JOINT PITt TD APPUCA~IpN' ~ ...~I
2. UNLESS 0TH ERWiSE INDICATED ON PLAN, LAP BARS A MINIMUM OF OF SEAI..AfNT ,IN ACCQRAAN~ Wt1'FI
_ 30 X BAR DIAMETERS AT SPLICES. NA , NUFACIUR£R`5 TN~'rRUCTIt)IVS: SEE ,.,.j
3. ALL REINFORCING STEEL SHALL BE ACCURATELY AN } N# ON SEALANT` APPLNCATLON,
TIED aN 0 SECURELY D ANCHORED IN PLACE TO PREVENT DISLOCATION DURING THE PLACING OPERATION.
:r;'
. ~
1. MISCELLANEO US STEEL SHAPES SHALL CONFORM TO AS1M A3fi. STEEL SHALL BE HOT OIPPEfl GALVANIZED. .
2. 5TRUCTURAL STEE!_ PIPE FOR. HAND RAILINGS A .
_ A SH Ll CONFORM TO STM A53, GRADE B, OR ASTM A5O1, ALL PIPE HANDRAILING SH ..:.1
BE NOT DIPPED CA V ALL L ANIZEO. f.!`~
3. FABRICATION AN D ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST AISC SPECIFICATION . .
4. WELDING S ELECTRODES SHALL BE E70 SERIES. L
5. WELDING SHALL BE PERFORMED ONLY 8Y WELDERS WHO HAVE SEEN L1 ~ ,
QUALIFIED BY TESTS AS PRESCRIBED IN 7HE "STTtUC1U Z F- 1.1,!
WELDING RAL CODE , AWS Di.i, LATEST EDITION, OF THE AMERICAN ~
WELDING SOCIETY. 6. STEEL GRATI ~ " • NG SHALL CONSIST OF 1 ~ X PLAIN BEARING BARS , I~l ~
0 1 ~e"~ ANO CROSS BARS 0 4"e1/c. GRATING C
SHALL BE GALVANIZED. CL
1. THE CONTRACTOR SH w _ ,;:1
ALL BE RESPONSIBLE FAR PFRFl1R1lWC ei t , ,
WORK IN A SAFE MANNER IN ACCORDANCE WITH THE REQUIREMENTS L..,1 r- ; 4.J LL, „T
OF GOVERNMENT AGENCIES. THE DESIGN PROFESSIONAL SHALL IN SKEET N0;
NO WAY BE HELD RESPONSIBLE FOR THE SAFETY REQUIREMENTS OF THE CONTRACTOR ON THIS PROJECT.
2. ALL WALLS RETAINING EARTH SHALL NOT BE
8ACKFILLED UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH.
13
71N6 lhkt =s4lN0C
0741 l4i1f-0047
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