20031522 Ver 1_COMPLETE FILE_20031126

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® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM WETLANDS 1401 GROUP
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resources FED 0 ; .2004
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: January 12, 2004
SUBJECT: Review of an application for City of Winston-Salem/Forsyth County Utility Commission,
Martin Mill Creek Sewer, Forsyth County
The Wooten Company is acting on the behalf of the utility commission to request a 401 Water Quality
Certification from the North Carolina Division of Water Quality. The NCWRC has reviewed information
provided by the applicant and field biologists on our staff are familiar with habitat values of the project
area. These comments are provided in accordance with provisions of the Clean Water Act of 1977 (33
U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-
667d).
The project will involve seventeen (17) acres along Martin Mill Creek in the Walkertown/Winston-Salem
area. Roughly 14, 700 feet of eight (8) and twelve (12) inch sewer line installation is proposed. The
proposal is to install the lines with backhocs and to restore the affected areas to original grade. No state or
federal Environmental Policy Act review information on the project area is indicated in the application.
In our environmental reviews, we routinely recommend that utility lines hug the outer contours of
floodplains instead of following creeks to avoid buffer zone destabilization and to preserve aquatic and
terrestrial habitats. However, we will not object to the project providing the guidelines (attached) for utility
lines are followed to the extent practicable. Based on recent secondary impacts to downstream
environments related to utility line open cuts using backhocs in Forsyth County, we recommend that stream
crossings be accomplished using directional boring methods where sedimentary soil conditions are present
as this process preserves vegetated root mass to help maintain streambank stability especially where buffers
are significantly diminished. Regardless, any open cut stream crossings should be accomplished only after
stream dimensions, including thalweg characteristics, are surveyed for each crossing. Post construction
stream dimensions and floodplain conditions should be the same as pre construction conditions to avoid or
reduce potential secondary streambank impacts. Cut areas should be immediately reestablished using
native plants.
Thank you for the opportunity to review and comment on this project. If you have any questions regarding
these comments, please contact me at 336/769-9453.
Attachment: General Recommendations for Utility Line Construction Activities
Cc: Todd Tugwell, USACOE
Daryl Lamb, DWQ
flailing Address: Division of Inland Fisheries • 1721 flail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
N
General Recommendations for Utility Line Construction Activities
1) Construction corridors should be no wider than absolutely necessary. The 401 certification
for Nationwide 12 stipulates that wetland construction corridors are not to exceed forty feet and
permanent maintained corridors are not to exceed ten feet except at access points, unless otherwise
permitted. Utility lines should follow floodplain contours instead of streams to preserve stream
stability and aquatic and terrestrial habitats.
2) Where crossings are necessary, utility lines should cross streams at right angles to minimize
impacts to riparian areas. Directional boring should be used where sedimentary soils are present.
Disturbed stream banks must be restored to original contours and revegetated with native plant
materials. Riprap may be used to stabilize the bank at the top of the ordinary high water stage if
necessary. Bioengineering should be used above and below this stage.
3) Utility lines crossing streams, where appropriate, should be buried in the stream bottom or
attached to existing bridges to maintain fish movement upstream and downstream and prevent
debris from collecting at the pipe and causing a hydrologic change. We do not recommend
installing priers in a stream channel to support a sewer line.
4) If concrete will be used, work must be accomplished so that wet concrete does not contact stream
water. This will lessen the chance of altering the stream's water chemistry and causing a fish kill.
5) An undisturbed buffer zone should be left between streams and all construction. We prefer a
buffer zone of at least 100 feet to control sediment, provide shade, and maintain a travel corridor
for wildlife. Buffers (recommended 50') should be preserved along intermittent streams.
6) Temporarily disturbed wetlands should be reseeded with annual small grains appropriate for the
season (e.g. oats, millet, rye, wheat, annual lespedeza or rye grass) and allowed to revert to
natural wetland vegetation.
7) A portion of the upland right-of-way (minimum of one acre) should be planted with native
lespedeza, ladino clover, and/or partridge pea to provide food and additional habitat for wildlife.
8) Slash and/or large trees available form corridor construction through forested and stream corridors
should be placed along the permanent right-of-way in the form of brush piles and downed logs to
provide cover and nesting habitat for wildlife. Periodic openings should be provided for migration
purposes.
9) If necessary, ROW areas should be mowed not more than once every 2-3 years. Mowing should
occur between February and March in order to avoid disturbing wildlife utilizing the project
corridor during the critical stages of nesting and rearing of young.
10) Stringent erosion control measures should be implemented where soil is disturbed and maintained
until project completion.
11) Temporary or permanent herbaceous vegetation should be planted on all bare soil within fifleen
days of ground disturbing activities to provide long-term erosion control. We prefer a "seed as
you go" strategy rather than allowing large areas to remain bare.
Note: North Carolina Wildlife Resources Commission Fish and Wildlife Biologists are available for
planting consultations.
F WgTF Michael F. Easley, Governor
\O?O RQG William G. Ross Jr., Secretary
wG)L North Carolina Department of Environment and Natural Resources
n- Alan W. Klimek, P.E., Quality
Division of Water ualit
0 -°---" =..?: Coleen H. Sullins, Deputy Director
Division of Water Quality
February 27, 2004
DWQ# 03-1522
Forsyth County
Mr. David Johnson
City County Utility Commission
City of Winston-Salem
P. O. Box 2511
Winston-Salem, NC 27102
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Johnson:
The City of Winston-Salem has our approval, in accordance with the attached conditions, to place permanent
fill in 360 linear feet of perennial streams and 1.43 acres of wetlands for the purpose of installing 12" and 8"
gravity sewer lines along Martin Mill Creek between Walkertown and Kernersville, Forsyth County, as
described in your application received by the Division of Water Quality (DWQ) on December 29, 2003. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification
Number 3374 which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Number 12 when it is issued by the U.S. Army Corps of Engineers. In
addition, you should secure any other applicable federal, state or local permits before you proceed with your
project, including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and
Water Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described.-in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as
well as the additional conditions listed below:
1. The placement of riprap is restricted to the stream bottom and banks directly impacted by the
placement of the sewer line. Riprap may only be used below the normal high water level. The original
grade and elevation of the stream's cross-section must be maintained. Riprap placed in the stream
bottom must be inserted into the bottom matrix to a depth sufficient to provide the thickness of riprap
required for scour protection. The elevation of the stream bottom must not be increased by the
placement of riprap. Placement of riprap must not result in destabilization of the streambed or banks
upstream or downstream of any crossing.
2.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Unit of the NC Division of Water Quality upon completion of the project. Along with the Certificate of
Completion form, please send photographs upstream and downstream of each stream-crossing site to
document correct installation. 3C1)Eh:t
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http //h2o en r.state.nc.us/ncNkctlands)
Customer Service #: 1-877-623-6748
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cdl
Attachments
cc: U. S. Army Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional.Office
Central Files
Wetlands/401 File Copy
.John C. Grey, The Wooten Company, 350 North Cox Street, Suite 26, Asheboro, NC 27203
t (-C P-S daIv r
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ENGINEERING CONSULTING SERVICES, LTD.
p Geotechnical • Construction Materials • Environmental
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OEC 0 2003
WA TER QU
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Mr. David Johnston EO77ON ??-
City County Utility Commission
PO Box 2511
Winston-Salem, North Carolina 27102
Reference: Report of Stream/Wetland Delineation
Martin Mill Creek Sewer Line Outfall
Highway 66
Winston-Salem, North Carolina
ECS Project G-8425
Dear Mr. Johnston:
September 19, 2003

o ,I
zio
Engineering Consulting Services, Ltd. (ECS) is pleased to submit this report of the jurisdictional
waters/wetland delineation for the Martin Mill Creek Sewer Outfall located near Highway 66 in
Winston-Salem, North Carolina. This report summarizes our findings for the site.
Background
ECS was contracted to identify and delineate waters of the U.S., including wetlands, for Martin Mill Creek
Sewer Outfall in Winston-Salem, North Carolina. The proposed corridor is approximately 14,600 feet in
length and is located adjacent to Martin Mill Creek. Several tributaries feed into Martin Mill Creek.
Wetland pockets are located adjacent to Martin Mill Creek in some areas.
Wetlands are defined by the U.S. Army Corps of Engineers and the United States Environmental
Protection Agency as "those areas that are inundated or saturated by surface or groundwater at a
frequency and duration sufficient to support, and under normal circumstances, do support a prevalence of
vegetation typically adapted for life in saturated soil conditions". In order for an area to be classified as
wetland, hydrophytic vegetation, hydric soils, and wetland hydrology indicators must be present.
Literature Review /
We have reviewed the USGS topographic map and the Soil Survey of Gujlf6rd County for the site.
• The USGS Topographic Map (Figure 1) indicates that Martin Mill Creek flows from east to west along
the proposed sewer line corridor. The map indicates that two wetland areas are located along Martin
Mill Creek. Several unnamed tributaries to Martin Mill Creek cross the proposed corridor. Elevations
range from approximately 930 feet above mean sea level near the eastern portion of the proposed
corzdor to approximately 820 feet above mean sea level near the western portion of the proposed
corridor. Surface runoff on the site flows toward Martin Mill Creek and to the southwest regionally.
• According to the Soil Survey of Forsyth County (Figure 2), Martin Mill Creek and several unnamed
tributaries to Martin Mill Creek are located along the proposed corridor. Hydric soils mapped at the
proposed corridor include the Chewalca and Wehadkee series. The Chewalca and Wehadkee series
6909 International Drive, Suite 103 • Greensboro, NC 27409 • [phone] - Fax [phone]
Offices: Aberdeen, AID • Atlanta, GA - Austin, TX - Baltimore, MD • Chantilly, VA • Charlotte, NC - Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, AID • Fredericksburg, VA - Greensboro, NC - Greenville, SC • Norfolk, VA • Orlando, FL • Raleigh, NC
Richmond, VA • Roanoke, VA • San Antonio, TX • Williamsburg, VA - Wilmington, NC - Winchester, VA
Martin Mill Creek Serer Line Outfall
High way 66
Winston-Salcni, NC
ECS Project G-8425
September 19, 2003
consists of somewhat poorly drained moderately permeable soils that occur on long, flat areas parallel
to streams and creeks. The Wehadkee and Chewalca series are included on the Hydric Soils List for
Guilford County.
Site Reconnaissance
ECS personnel conducted the site reconnaissance on September 15, 2003. The site is the proposed
Martin Mill Creek Sewer Line Outfall located in Winston-Salem, North Carolina. The site consists of
undeveloped, wooded land and fields.
During our reconnaissance, we observed the site for evidence of stream channels, wetlands and ponds.
Martin Mill Creek is located the entire length of the site near the proposed corridor. Several tributaries
to Martin Mill Creek cross the proposed corridor. Wetland hydrology indicators (including inundation
and saturated soils), hydrophytic vegetation and hydric soils were observed in several areas adjacent to
Martin Mill Creek. Figure 3 shows the approximate locations of Martin Mill Creek, the tributaries to
Martin Mill Creek and the wetlands near the corridor. The streams were flagged and surveyed by Allied
Land Surveying, Inc. The wetlands and streams that flow to Martins Mill Creek were flagged in the field
during our site reconnaissance. Routine Wetland Determination Data Forms containing field
observations at locations identified on Figure 3 are included as Attachments.
In most areas, the wetlands are separated from the uplands by distinct topographic breaks, vegetation
breaks and soil breaks. Upland areas surrounding the wetland pockets are vegetated primarily with oaks,
sweet gums and other hardwood species. The soils are bright and appear to be well drained to depths of
at least twelve inches.
Discussion
Section 404 of the Clean Water Act regulates the discharge of dredge and fill materials into waters of the
United States (lakes, rivers, ponds, streams, etc.), including wetlands. Waters of the United States
include the territorial seas, navigable coastal and inland lakes, rivers and streams, intermittent streams,
and wetlands. Activities that could be regulated under Section 404 include placement of fill for
construction of roadways; residential, commercial or industrial structures; and the construction of water
retention ponds along tributaries. The EPA and the U.S. Army Corps of Engineers jointly administer the
Section 404 program. Section 401 of the Clean Water Act grants each state the authority to approve,
condition, or deny any Federal permits that could result in a discharge to State waters.
Martin Mill Creek, the tributaries to Martin Mill Creek, and wetlands are regulated by the U.S. Army
Corps of Engineers and the North Carolina Division of Water Quality. The U.S. Army Corps of
Engineers is scheduled to verify the delineated boundaries on September 26, 2003. A metes and bounds
survey of the jurisdictional boundaries should be conducted to determine their exact locations and extent.
Upon completion, a copy of the wetland survey map should be submitted to the U.S. Army Corps of
Engineers for final approval. A site/grading plan can then be developed to determine the extent of the
proposed impacts to jurisdictional waters and wetlands, if any. An attempt should be made to minimize
or avoid working in these areas, if possible.
Permits will be required prior to impacting more than
including perennial or intermittent streams. Mitigation
condition of any permits issued for the site. Buffers
wetlands.
1/10 acre of wetlands or any open waters,
and a stormwater management plan may be a
may be required adjacent to the streams and
2
Martin Mill Creek Setter Line Outfall
Highway 66
Winston-Salem, A'C
ECS Project G-8425
September 19, 2003
For impacts to more than one-half acre of wetlands or to more than 300 linear feet of stream channel, an
individual permit (IP) may be required. An IP requires a habitat analysis, alternative site analysis,
project justification, plans to avoid and minimize impacts, and a proposed mitigation plan. Depending
on the habitat analysis and the extent of impacts, an Environmental Impact Statement may be required by
the U.S. Army Corps of Engineers. An IP allows for a public comment period and may require 4 to 18
months to obtain depending on conditions arising during the U.S. Army Corps of Engineers review and
public comment period.
ECS appreciates the opportunity to provide wetland services for your project. Please contact Michael
Brame or Denise Poulos at [phone] if you have questions concerning this report.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
?/Jttj (_ 16?t4u?
Michael T. Brame
Environmental Scientist
17
Brian E. Maas, REM
Principal Scientist
Attachments: Figure 1 - Site Location Map
Figure 2 - Soil Map
Figure 3 - Stream/Wetland Location Map
Routine Wetland Determination Data Forms
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h SOURCE:) FIGURE I
S '^ SITE LOCATION NIAP
USGS TOPOGRAPHIC MAP MARTIN MILL CREEK
1VALKERTUWN, NC QUADRANGLE SEWER LINE OUTFALL
DATED 1951 REVISED 1986 HIGHWAY 66
EN Ci IN EEl-\'I N G WINSTON-SALEM, NORTH CAROLINA
ECS
SCALE: I-= 2,000' PROJECT G-425

U N SOURCE:
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?P \f p La SHEET NO. 25
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to r^ I ?F CCS PROJECT G-8425
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ROUTINE NVETLAND DETERMINATION
f (1987 COE Wetlands Delineation Manual)
Project/Site: Martin AIM Creek Sewer Line Outfall Project No:
Applicant/Owner: City County Utility Commission
Investigators: ECS, Ltd. G-8425
Date: 09-26-03
County: Forsyth
State: North Carolina
Plot ID: DP-1
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Inside WA
(If needed, explain on the reverse side)
r Gvfi 1 L& l lvly
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Juncus sp.
Rush Herb FACR'
Salix nigra
Black willow Tree/Sap OBL
Carex sp.
Sedge sp. Tree/Sap FACW I?

I
I

it

Percent of Dominant Species that are OBL, FACNV or FAC: 100%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
?l a v1\VLV V Z
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators
Aerial Photographs X Inundated
Other -X-Saturated in Upper 12 Inches
Water Marks
N No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 1" Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: 1" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: I" Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are present.
(Wetform)
Page 1 of 2
DATA FORM
ROUTINE NVETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Mill Creek Sewer Line Outfall Project No: D
ate:09-26-03
Applicant/Owner: City County Utility Commission orsyth
Investigators: ECS, Ltd. G-8425 L
L
rth Carolina

cnTT c P-1
Map Unit Name (Series and Phase): Wehadkee
Map Symbol: Wh Drainage Class: poorly
Taxonomy (Subgroup): Typic Fluvaquents
Profile Description Mapped Hydric Inclusion? Yes No
Field Observations Confirm Mapped Type: Yes No
Depth
(inches)
Horizon Matrix Color
(Alunsell Moist) Mottle Color
(IVMunsell Moist) Mottle
Abundance/Contrast
Texture, Concretions, Structure, etc.

0-12" 2.5Y4/2 10 YR 516 10% Loam

Hydric Soil Indicators:
Histosol
Ifistic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
X Gleyed or Low Chroma Colors Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
Hydric soil indicators are resent.
<IL7FTT A tail" V'rr,n1TTTAT?'T`T/ XT
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
«'etland Hydrology Present? Yes No -
Hydric Soils Present? Yes No
Remarks:
The three wetland criteria are present. The sample point is located within a wetland.
(Wetform) Page 2 of 2
DATA N'U101
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Projcct/Site: Martin n1111 Creek Sewer Line Outfall Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission County: Forsyth
Investibators: ECS, Ltd. G-8425 State: North Carolina
Plot ID: DP-2
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Inside Wetland
(If needed, explain on the reverse side)
VFrl-r'rnrrinAT
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Alnus serrulata
Brookside Alder
Tree/Sap
FACNV
Sagittaria latifolia
Broadleaf arrowhead
Herb
OBL
Toxicodendron radicans
Poison ivy
Vine
FAC
Smilax rotundifolia
Greenbrier
Vine
FAC

Percent of Dominant Species that are OBL, FACW or FAC:
(excluding FAC-) 100% FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOC AI
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators
Aerial Photographs -X-Inundated
Other -X-Saturated in Upper 12 Inches
Water Marks
a No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 1" Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: 1" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: 1" Other (Explain in Remarks)
Remarks:
Wetland hydrolow, indicators are present.
Wetform) Paee 1 of?
DATA FORM
L ROUTINE R'ETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin AIW Creek Sewer Line Outfall Project No: ED
9-2G-03
Applicant/O,
wner: Cite County Utility Commission Forsyth
Investigators: ECS, Ltd. G-8425 orth Carolina
DP-2
SOILS
A1ap Unit Name (Series and Phase): Wehadkee
Alap Symbol: Wh Drainage Class: poorly Mapped Hydric Inclusion? Yes No
Taxonomy (Subgroup): Typic Fluvaquents Field Observations Confirm Mapped Type: Yes No
Profile Description
Depth Alatrix Color Alottle Color Mottle
(inches) Horizon J (Alunsell Moist) (Alunsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 2.5 Y 511
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
_a_Reducing Conditions
N Gleyed or Low Chroma Colors
Remarks:
Hydric soil indicators arc present.
WETLAND DETERAMIATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks:
0% 1 Loam
Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
?_ Other (Explain in Remarks)
Is the Sampling Point within the Wetland? Yes No
The three wetland criteria are present. The sample point is located within a wetland.
Wetform)
Pace 2 of 2
DATA FORM
ROUTINE NVETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Mill Creek Sewer Line Outfall Project No: Date: 09-21-03
Applicant/Owner: City County Utility Commission County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina
Plot ID: DP-3
Do Normal Circumstances exist on the site? Yes ` No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Outside Wetland
(If needed, explain on the reverse side)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Impatiens capensis
Spotted touch-me-not herb FACW
Eulalia viminea
Nepal microstegium Herb FAC+

Percent of Dominant Species that are OBL, FACXV or FAC: 1007 %
(excluding FAC-) FAC Neutral:
Numeric Index:
[Remark,-
The- dominant vegetation is hydrophytic.
m nnrnT nfIv

Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
Water Marks
Jt No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface 'L'ater: 0" Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: >12" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: >12" Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are not present.
Wetfonn)
Page 1 of 2
DATA FORM
' ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin still Creek Sewer Line Outfall Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission E
ty: Forsyth
Investigators: ECS, Ltd. G-8425 North Carolina
cnrT z
ID: DP-3
Map Unit Name (Series and Phase): Pacolet fine sandy loam
Alap Symbol: PaD Drainage Class: well
Taxonomy (Subgroup): Typic Hapludults
Profile Description
Mapped Hydric Inclusion? Yes No
Field Observations Confirm Mapped Type: Yes No
f

Depth
(inches)

Horizon
Matrix Color
(Munsell Moist)
Mottle Color
(1llunsell Moist) I
Mottle
Abundance/Contrast Texture, Concretions, Structure, etc.

0-12" 7.5 YI2 5/6 0?% 0
Loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low Chroma Colors Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not resent.
xxrF.Ti.AXTn nr rrD1k4TATA'rTnwT
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
R'etland Hydrology Present? Yes No -'
Hydric Soils Present? Yes No
Remarks:
The three wwetland criteria are not present. The sample point is not located within a wetland.
ff etform)
Page 2 of 2
1Jtk 1 Al r "XQU
ROUTINE R'ETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Mill Creek Sewer Line Outfall Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina
Plot ID: DP-4
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Outside Wetland
(If needed, explain on the reverse side)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Quercus alba
White oak Tree/Sap FACU
Smilax rotundifolia
Green briar Vine FAC
Toxicodendron radicans
Poison ivy Vine FAC

Percent of Dominant Species that are OBL, FACW or FAC: 66%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
n1VKVJ VuuY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
Water Marks
X No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 0" Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free NVater.in Pit: >12" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: >12" Other (Explain in Remarks)
Remarks:
Pdetland hydrology indicators are not present.
(1?7etform) Page 1 of 2
DATA FORM
ROUTINE «'ETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Alill Creek Sewer Line Outfall Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission
:1 County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina j
1
enTT c Plot ID: DP-4 i
t Name (Series and Phase): Appling sandy loam
bol: ApC Drainage Class: well
FF Mapped Hydric Inclusion? Yes No
Taxonomy
(Subgroup): Typic Hapludults Field Observations Confirm Mapped Type: Yes No
escription
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Alunsell Moist) (NMunsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.
0-12" 7.5 YR 516 0% Loam

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon
Sulfidic Odor High Organic Content in Surface Layer in Sandy Soils

Aquic Moisture Regime Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low Chroma Colors Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present.
WETLAND DETERAHn'ATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Yes No -
Hydric Soils Present? Yes No
Remarks:
The three wetland criteria are not present. The sample point is not located within a Ni-etland.
'Wetform)
Page 2 of 2
December 23, 2003
North Carolina Division of Water Quality w C 92003
THE 401/Wetlands Unit ATF W O OT E N 1650 Mail Service Center RQU?/n'SE
COMPANY Raleigh, North Carolina 27699-1650 CT/Q?
Attn: Mr. John Dorney
ENGINEERING
Re: Response to comments
P L A PJ N I N G Martin Mill Creek Interceptor Outfall Project
ARCHITECTURE TWCNo.2810-F
Dear Mr. Dorney:
The Wooten Company on behalf of the City of Winston-Salem/Forsyth County Utilities
Commission, submits the following in response to DWQ's letter dated December 10,
2003 regarding the referenced project.
The sewer line on this project was generally located to provide an undisturbed buffer of
at least 30 feet between the edge of the construction corridor and the creek throughout the
majority of the project. However, due to steep topography and the linear nature of
gravity sewer lines, the edge of the construction corridor is less than 30 feet from the
edge of the creek and its tributaries at seven separate locations. These locations can be
found on sheets 9, 10, 12, 14, 16 & 17 of the sets of plans submitted with this letter. We
would like to note that all disturbances undertaken in this project are temporary, and all
disturbed areas will be returned to original grade and will remain pervious. Also, erosion
control measures will be placed in compliance with State Law throughout the project.
Furthermore, these measures will remain in place until the disturbed areas have become
adequately stabilized.
As requested, we submit seven copies of the construction plans for this project. These
plans depict the sewer line, construction corridor, erosion & sediment control measures as
well as streams and wetlands.
Please review this submittal and contact us if you have questions, comments or require
additional information.
Sincerely,
THE WOOTEN COMPANY
John C. Grey, PE
Branch Manager
350 North Cox Street Suite 26
Asheboro NC 27203 JCG/aik
Enclosure
336.626.5322 cc: David Johnston, CCUC
fax [phone]

?O, WA7F9o Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
> #V,_ - ,,, Y Alan Klimek, P.E., Director
Dl
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 10, 2003
DWQ # 03-1522
Forsyth County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
City of Winston-Salem
Post Office Box 2511
Winston-Salem, NC 27102
Subject Property: Martin Mill interceptor outfall project
On November 26, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of providing sewer service in Forsyth County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance V = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. The proposed sewer line will impact a stream (Martin Mill Creek) classified as Water Supply III.
Will the construction corridor impact the water supply buffers required along the stream (see DWQ
Administrative Code 15A NCAC 02B .0215) other them at the 9 crossing locations?
2. How close to the stream will the construction corridor be other than at the 9 crossing locations?
3. Please provide construction plans depicting the sewer line, construction corridor, erosion & sediment
control measures, streams and wetlands.
Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
n R. Dorney
Water Quality Certifi ation Program
JRD/bs
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
John Grey, The Wooten Company, 350 N. Cox St, Suite 26, Asheboro, NC 27203
YrA
I&DEN.R
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.statc.nc.us/ncwctlinds)
Customer Service #: 1-877-623-6748
V f
THE
WOOTEiV
COMPANY
2
November 25, 2003
WETLANDS / 4010-nUp
Raleigh Regulatory Office
E N G I N E E R I N G US Army Corp of Engineers
P A N N I N G 6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ARCHITECTURE
Attn: Mr. Todd Tugwell
Re: 401 / 404 Permit
Martin Mill Creek Interceptor Outfall Project
TWC No. 2810-F
Dear Mr. Tugwell:
NO V 2 6 2003
WATER QUAL17Y 5EG'I;; ;F,Y
On behalf of the Winston-Salem City/County Utility Commission we are
submitting a 404 Water Quality Certification Permit application for the Martin
Mill Creek Interceptor Outfall project. Enclosed are the following items:
• One copy of the Report of Stream/Wetland Delineation, by ECS Ltd.,
which includes maps of the Project Site.
• One copy of the PCN Application Form
The project is designed in conformance with the Nationwide Permit 12
requirements. All disturbed areas will be returned to original elevations. Only a
10-foot wide corridor will be maintained across wetlands.
Please review the submittal and contact us with your approval, or if you have
questions, comments or require additional information.
Sincerely,
THE WOOTEN COMPANY
C
John C. Grey, PE
Branch Manager
350 North Cox Street Suite 26
Asheboro NC 27203
336.626.5322
fax [phone]
cde
Enclosure
cc: David Johnston, CCUC
r1rc w
MM
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
D
VdETLANDS /`101 LzF,(, September 19, 2003
Mr. David Johnston NOV 2, t? .??03
City County Utility Commission
PO Box 2511 WATER QUALITY SECT?G;-J
Winston-Salem, North Carolina 27102 2043
OCt ?
Reference: Report of Stream/Wetland Delineation
Martin Mill Creek Sewer Line Outfall
Highway 66 U .
Winston-Salem, North Carolina
ECS Project G-8425
Dear Mr. Johnston:
Engineering Consulting Services, Ltd. (ECS) is pleased to submit this report of the jurisdictional
waters/wetland delineation for the Martin Mill Creek Sewer Outfall located near Highway 66 in
Winston-Salem, North Carolina. This report summarizes our findings for the site.
Background
ECS was contracted to identify and delineate waters of the U.S., including wetlands, for Martin Mill Creek
Sewer Outfall in Winston-Salem, North Carolina. The proposed corridor is approximately 14,600 feet in
length and is located adjacent to Martin Mill Creek. Several tributaries feed into Martin Mill Creek.
Wetland pockets are located adjacent to Martin Mill Creek in some areas.
Wetlands are defined by the U.S. Army Corps of Engineers and the United States Environmental
Protection Agency as "those areas that are inundated or saturated by surface or groundwater at a
frequency and duration sufficient to support, and under normal circumstances, do support a prevalence of
vegetation typically adapted for life in saturated soil conditions". In order for an area to be classified as
wetland,,hydrophytic vegetation, hydric soils, and wetland hydrology indicators must be present.
Literature Review r
We have reviewed the USGS topographic map and the Soil Survey of Gu}'1#6rd County for the site.
• The USGS Topographic Map (Figure 1) indicates that Martin Mill Creek flows from east to west along
the proposed sewer line corridor. The map indicates that two wetland areas are located along Martin
Mill Creek. Several unnamed tributaries to Martin Mill Creek cross the proposed corridor. Elevations
range from approximately 930 feet above mean sea level near the eastern portion of the proposed
corridor to approximately 820 feet above mean sea level near the western portion of the proposed
corridor. Surface runoff on the site flows toward Martin Mill Creek and to the southwest regionally.
• According to the Soil Survey of Forsyth County (Figure 2), Martin Mill Creek and several unnamed
tributaries to Martin Mill Creek are located along the proposed corridor. Hydric soils mapped at the
proposed corridor include the Chewalca and Wehadkee series. The Chewalca and Wehadkee series
6909 International Drive, Suite 103 • Greensboro, NC 27409 • [phone] • Fax [phone]
Offices: Aberdeen, MD • Atlanta, GA • Austin, TX • Baltimore, NID • Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, NID • Fredericksburg, VA • Greensboro, NC • Greenville, SC • Norfolk, VA • Orlando, FL • Raleigh, NC
Richmond, VA • Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC • Winchester, VA
Martin Mill Creek Sewer Line Outjall
Highway 66
Tfinston-Saleni, NC
ECS Project G-8425
September 19, 2003
consists of somewhat poorly drained moderately permeable soils that occur on long, flat areas parallel
to streams and creeks. The Wehadkee and Chewalca series are included on the Hydric Soils List for
Guilford County.
Site Reconnaissance
ECS personnel conducted the site reconnaissance on September 15, 2003. The site is the proposed
Martin Mill Creek Sewer Line Outfall located in Winston-Salem, North Carolina. The site consists of
undeveloped, wooded land and fields.
During our reconnaissance, we observed the site for evidence of stream channels, wetlands and ponds.
Martin Mill Creek is located the entire length of the site near the proposed corridor. Several tributaries
to Martin Mill Creek cross the proposed corridor. Wetland hydrology indicators (including inundation
and saturated soils), hydrophytic vegetation and hydric soils were observed in several areas adjacent to
Martin Mill Creek. Figure 3 shows the approximate locations of Martin Mill Creek, the tributaries to
Martin Mill Creek and the wetlands near the corridor. The streams were flagged and surveyed by Allied
Land Surveying, Inc. The wetlands and streams that flow to Martins Mill Creek were flagged in the field
during our site reconnaissance. Routine Wetland Determination Data Forms containing field
observations at locations identified on Figure 3 are included as Attachments.
In most areas, the wetlands are separated from the uplands by distinct topographic breaks, vegetation
breaks and soil breaks. Upland areas surrounding the wetland pockets are vegetated primarily with oaks,
sweet gums and other hardwood species. The soils are bright and appear to be well drained to depths of
at least twelve inches.
Discussion
Section 404 of the Clean Water Act regulates the discharge of dredge and fill materials into waters of the
United States (lakes, rivers, ponds, streams, etc.), including wetlands. Waters of the United States
include the territorial seas, navigable coastal and inland lakes, rivers and streams, intermittent streams,
and wetlands. Activities that could be regulated under Section 404 include placement of fill for
construction of roadways; residential, commercial or industrial structures; and the construction of water
retention ponds along tributaries. The EPA and the U.S. Army Corps of Engineers jointly administer the
Section 404 program. Section 401 of the Clean Water Act grants each state the authority to approve,
condition, or deny any Federal permits that could result in a discharge to State waters.
Martin Mill Creek, the tributaries to Martin Mill Creek, and wetlands are regulated by the U.S. Army
Corps of Engineers and the North Carolina Division of Water Quality. The U.S. Army Corps of
Engineers is scheduled to verify the delineated boundaries on September 26, 2003. A metes and bounds
survey of the jurisdictional boundaries should be conducted to determine their exact locations and extent.
Upon completion, a copy of the wetland survey map should be submitted to the U.S. Army Corps of
Engineers for final approval. A site/grading plan can then be developed to determine the extent of the
proposed impacts to jurisdictional waters and wetlands, if any. An attempt should be made to minimize
or avoid working in these areas, if possible.
Permits will be required prior to impacting more than 1/10 acre of wetlands or any open waters,
including perennial or intermittent streams. Mitigation and a stormwater management plan may be a
condition of any permits issued for the site. Buffers may be required adjacent to the streams and
wetlands.
2
Martin Mill Creck Sewer Line Outfall
Highway 66
TVinston-Salenz, NC
ECS Project G-8425
September 19, 2003
For impacts to more than one-half acre of wetlands or to more than 300 linear feet of stream channel, an
individual permit (IP) may be required. An EP requires a habitat analysis, alternative site analysis,
project justification, plans to avoid and minimize impacts, and a proposed mitigation plan. Depending
on the habitat analysis and the extent of impacts, an Environmental Impact Statement may be required by
the U.S. Army Corps of Engineers. An IP allows for a public comment period and may require 4 to 18
months to obtain depending on conditions arising during the U.S. Army Corps of Engineers review and
public comment period.
ECS appreciates the opportunity to provide wetland services for your project. Please contact Michael
Brame or Denise Poulos at [phone] if you have questions concerning this report.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
Michael T. Brame
Environmental Scientist
Brian E. Maas, REM
Principal Scientist
Attachments: Figure 1 - Site Location Map
Figure 2 - Soil Map
Figure 3 - Stream/Wetland Location Map
Routine Wetland Determination Data Forms

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SOURCE: FIGURE I
SITE LOCATION N1AP
USGS TOPOGRAPHIC MAP MARTIN MILL CREEK
WALKERTOWN, NC QUADRANGLE SEWER LINE OUTFALL
DATED 1951 REVISED 1986 HIGHWAY 66
E N G T N I'ERING WINSTON-SALENI, NORTH CAROLINA
SCALE: I"= 2,000' ?) .N ? U L,T! N C, ECS PROJECT G-425
N U / -? SOURCE.
' lytu 1 1. <nu ?`
USDA SOIL SUIZVIEY
o - ?? ?° 1? OP FORSYT l COUNTY
w p \ L3' SI IEET NO. 25
C)
?` •.,z ? ISSUED MAY I976
d S -u tr \ iJ
to -
to w SCALE: V'= 1,666'
w o z' 9 `j 'tli?l I _ _ i
N
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eRla
Q _
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to t
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n v `- - .. ?, ! m c"•, 'D `t?`7 lijl `:\ (v , C.t 'IN I ? I N('.
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n ? fJ '• ry t11 N IJ \'\
FIGURE 2
- I
Q `J SOIL MAP
TJ j n 1•• ° W
?' '? \ n ca t>? ?•--.. Pcc.F2 MAR IN MILL CREEK
SEWER LINE OU'('FALL
i ? •L'''? •'' . \ ms'/" • • w / --- ---
s HIGHWAY 66
d/cU _., l N i _. ° - \ 1 0 WINSTON-SALEM, NOWHI CAROLINA
ECS PROJECT G-3425
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ROUTINE NWETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Mill Creek Sewer Line Outfa? Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina
Plot ID: DP-1
Do Normal Circumstances exist on the site? Yes No CommunityID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Inside WA
(If needed, explain on the reverse side)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Juncus sp.
Rush Herb FACNV

Salix nigra f
f

Black willow
Tree/Sap
OBL it
Caret sp.
Sedge sp. Tree/Sap FACW

Percent of Dominant Species that are OBL, FACNV or FAC: 1000%,
(excluding FAC-) [FAC Neutral:
umeric Index:
Remarks:
The dominant vegetation is hydrophytic.
Ll a L1\VLVIT Z
R d Data (Describe in Remarks): Wetland Hydrology Indicators
tream, Lake or Tide Gauge Primary Indicators
erial Photographs -X Inundated
F
ther _X_Saturated in Upper 12 Inches
Water Marks
rded Data Drift Lines
Sediment Deposits
tions Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 1" Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: 1" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: V, Other (Explain in Remarks)
Remarks:
«'etland hydrology indicators are present.
(Wetform)
!, Pa-e 1 of 2

DATA FORM
ROUTINE `WETLAND DETERMINATION i?
(1987 COE Wetlands Delineation Manual) !
Project/Site: Martin Atilt Creek Sewer Line Outfall Project No: Date:09-26-0 3
Applicant/Owner: City County U tility Commission syth .
Investigators: ECS, Ltd. G-8425 E
Carolina
1
SOILS
Map Unit Name (Series and Phase): Wehadkee
Map Symbol: Wh Drainage Class: poorly
Taxonomy (Subgroup): Typic Fluvaquents
Profile Description Mapped Hydric Inclusion? Yes No
Field Observations Confirm Mapped Type: Yes No
Depth
(inches)
Horizon Matrix Color
(Alunsell Moist) Mottle Color
(Alunsell Moist) Mottle
Abundance/Contrast
Texture, Concretions, Structure, etc.

0-12" 2.5Y4/2 10 YR 516 10% Loam

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
3i Reducing Conditions
JL Gleyed or Low Chroma Colors High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
Hydric soil indicators are resent.
JXrV'ri A ATTT Trrnnw m...
--I- "K,1L' iUV11114 tH11V1N
FHyd rophytic Vegetation Present? Yes No Is the Sampling Point -within the Wetland? Yes No
and Hydrology Present? Yes No
ric Soils Present? Yes No
Remarks:
The three Nvetland criteria are present. The sample point is located -within a wetland.
(Wetfornl) Page 2 of 2
Lti 1 t1 P V'Mill
ROUTINE NVETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin AM Creek Sewer Line Outfall Project No: Fa 09-26-03
Applicant/Owner: City County Utility Commission : Forsyth
Investigators: ECS, Ltd. G-8425 North Carolina
: DP-2
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Inside Wetland
(If needed, explain on the reverse side)
VFGFTAT1nN
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Alnus serrulata
Brookside Alder
Trec/Sap
FACNV
Sagittaria latifolia
Broadleaf arrowhead
Herb
OBL
Toxicodendron radicans
Poison ivy
Vine
FAC
Smilax rotundifolia
Greenbrier
Vine
FAC

E
Percent of Dominant Species that are OBL, FACW or F
(excluding FAC-) 100% FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOC NI
F[Recorded Data (Describe in Remarks): «'etland Hydrology Indicators
tream, Lake or Tide Gauge Primary Indicators
erial Photographs aInundated
ther _X_Saturated in Upper 12 Inches
Water Marks
rded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 1" Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: 1" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: 1" Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are present.
(Wetform) Page 1 of 2

DATA FORM I
ROUTINE NVETLAND DETERMINATION ?
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Mill Creek Sewer Line Outfall Project No: 09-26-03
Applicant/Owner: City County Utility Commission
Investigators: ECS, Ltd. G-8425 =
QMT Q
Map Unit Name (Series and Phase): FVehadkee
Map Symbol: Wh Drainage Class: poorly
Taxonomy (Subgroup): Typic Fluvaquents
Profile Description Mapped Hydric Inclusion? Yes No
Field Observations Confirm Mapped Type: Yes No
Depth
(inches)
Horizon Matrix Color
(A'Munsell Moist) Mottle Color
(Munsell Moist) Mottle
Abundance/Contrast Texture, Concretions, Structure, etc.

0-12" 2.5 Y 511
0% Loam

Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
-X-Reducing Conditions
X Gleyed or Low Chroma Colors Concretions
High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
L
ric soil indicators are resent.
VIT+.TT A Wn 71?TCnt?rt7rr mr?wr
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Yes No
Hvdric Soils Present? Yes No
Remarks:
The three wetland criteria are present. The sample point is located within a wetland.
(Wetfomi) Page 2 of 2
Lti 1 H r vtcivi
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin Mill Creek Seger Line Outfall Project No: [DJa te: 09 -2G-Applicant/Owner: City County Utility Commission ounty: Forsyth
Investigators: ECS, Ltd. G8425 ate: North Carolina
ot ID: DI'-3
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Outside «'ctland
(If needed, explain on the reverse side)
l rT/ 1 TT-

Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Impatiens capensis
Spotted touch-me-not Herb FACW
Eulalia viminca
Nepal microstegium Herb FAC+

Percent of Dominant Species that are OBL, FACW or FAC: 100%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The'dominant vegetation is hydrophytic.
u?mnr?• ll/'ar
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
tream, Lake or Tide Gauge Primary Indicators
Fr
erial Photographs Inundated
ther Saturated in Upper 12 Inches
Water Marks
No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface 'L'ater: 011 Oxidized Root Channels in Upper 12 Inches
«'ater-Stained Leaves
Depth to Free Water in Pit: >1211 Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: >1211 Other (Explain in Remarks)
Remarks:
N'Vetland hydrology indicators are not present.
(Wetform)
age ] of 2

DATA FORM
ROUTINE N17ETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin 1\UI Creek Sewer Line Outfall Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina
Plot ID: DP-3
SOILS
Map Unit Name (Series and Phase): Pacolet fine sandy loam
Map Symbol: PaD Drainage Class: well
Taxonomy (Subgroup): Typic Hapludults
Profile Description Mapped Hydric Inclusion? Yes No
Field Observations Confirm Mapped Type: Yes No
Depth
(inches)
Horizon Matrix Color
(Alunsell Moist) Mottle Color
(Alunsell Moist) Mottle
Abundance/Contrast
Texture, Concretions, Structure, etc.

0-12" 7.5 YR 516 0% Loam

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low Chroma Colors High Organic Content in Surface Layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not resent.
4VET T ,
LAND DETERAMNATIOl\
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
_
R'etland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks:
The three wetland criteria are not present. The sample point is not located within a wetland.
(Wetfornn) Page 2 of 2
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin AIM Creek Sewer Line Outfall Project No: Date: 09-26-03
Applicant/Owner: City County Utility Commission County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina
Plot ID: DP-4
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location: Outside Wetland
(If needed, explain on the reverse side)
VEGETATION
Dominant Plant Species (Latin/Common) Stratum Indicator Plant Species (Latin/Common) Stratum Indicator
Quercus alba
White oak Tree/Sap FACU
Smilax rotundifolia
Green briar Vine FAC
Toxicodendron radicans
Poison ivy Vine FAC

Percent of Dominant Species that are OBL, FACNV or FAC: 66%
(excluding FAC-) FAC Neutral:
Numeric Index:
Remarks:
The dominant vegetation is hydrophytic.
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
Stream, Lake or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
Water Marks
X No Recorded Data Drift Lines
Sediment Deposits
Field Observations Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: 0" Oxidized Root Channels in Upper 12 Inches
Rater-Stained Leaves
Depth to Free Water in Pit: >12" Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: >12" Other (Explain in Remarks)
Remarks:
?N'etland hydrology indicators are not present.
(Wetform)
I Page 1 of 2

DATA FORM j
ROUTINE R'ETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Martin AIW Creek Sewer Line Outfall T
Project No: ?
Date: 09-26-03
ii
Applicant/Owner: City County Utility Commission County: Forsyth
Investigators: ECS, Ltd. G-8425 State: North Carolina ?I
SO'T Plot ID: DP-4

Map Unit Name (Series and Phase): Appling sandy loam
Alap Symbol: ApC Drainage Class: well
Mapped Hydric Inclusion? Yes No
Taxonomy (Subgroup): Typic Hapludults Field Observations Confirm Mapped Type: Yes No
Profile Description
Depth Matrix Color Mottle Color Mottle
(inches) Horizon (1llunsell Moist) (Munsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc.

0-12" 7.5 YR 5/6 0% Loam

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon
Sulfidic Odor High Organic Content in Surface Layer in Sandy Soils

Aquic Moisture Regime Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low Chroma Colors Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Yes No -
Hydric Soils Present? Yes No
Remarks:
The three wetland criteria are not present. The sample point is not located within a Ni,etland.
(Wetform)
Page 2 of 2
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information VVi UNIDS / 49. i Gf"GI;r
1. Owner/Applicant Information ?dQV) G 200
Name: City of Winston-Salem
Mailing Address: PO Box 2511
Winston-Salem, NC 27102 VVATF QI I;^ I_i l'Y cF!' i ?n .i
Telephone Number: 336-727-8418 Fax Number: 336-727-8432
E-mail Address: davidj(a)cityofws.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John C. Grey
Company Affiliation: The Wooten Company
Mailing Address: 350 N Cox St, Suite
Asheboro, NC 27203
Telephone Number: 336-626-5322 Fax Number: 336-626-5722
E-mail Address: jureyPthewootencompany. com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Martin Mill Interceptor
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Forsyth Nearest Town: Walkertown & Kernersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-40 west from Raleigh, I-40
Bus, Linville Road Exit, Go straight across to West Mountain Rd, Take first left Walkertown
Guthrie Rd Martin Mill Creek is at bottom of the hill.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) .
6. Property size (acres): 17
7. Nearest body of water (stream/river/sound/ocean/lake):
Martin Mill Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential and wooded area
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of 14,700 feet of 12 and 8 inch _gravity sewer line along Martin Mill Creek and an
unnamed tributary. A track backhoe will be used to excavate the trench for the pipe and
backfill. The construction corridor will be limited to 40 feet in wetlands and stream
crossings and the backfill will be placed to match original grade. The disturbed areas will be
seeded with a wetlands mix where wetlands are disturbed. Manholes will be placed
approximately every 300 feet.
11. Explain the purpose of the proposed work: To provide sewer service to a new school and
existing church.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Installation of a 12 and 8-inch
gravity sewer line with manholes.
2. Individually list wetland impacts below: SEE ATTACHED SPREADSHEET
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
( es/no) Distance to
Nearest Stream
feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://Nvww.feml.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.43
Total area of wetland impact proposed: 1.43
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
SPREADSHEET
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
,,s._gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.usq
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 9 P, 40' each = 360'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NONE
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation NONE
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The sewer was located along the edge of the wetlands. Most of the impacts listed above
Could not be avoided however the ones that could be avoided would require excessive
lengths of pipe and excessively deep trenches causing damage to a greater area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hii2o.enr.state.nc.us/newetiands/strm,gide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is required per USACOE Todd Tupwell in a field visit on
September 26, 2003
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at httLi:Hli2o.eiir.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter. NA
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The only additional impervious acreage will be the tops of the manholes. Approximately. I% of
the project area approx 17 acres).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be transported to the City of Winston-Salem Archie Elledge WWTP.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applic? &/Agent's Signature Date
s sig?r`ature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Office Use Only: Form Vcrsion May 2002
USACE Action ID No. DWQ No.
(If anv particular item is not annlicable to this nroiect, please enter "Not Applicable" or "NIA".)
I. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
NW 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
WETLANDS/ 401 CROUP
II. Applicant Information
DEC 0 3 2003
1. Owner/Applicant Information
Name: City of Winston-Salem lye?n nk?Pf'EfQI,--
Mailing Address: PO Box 2511
Winston-Salem, NC 27102
Telephone Number: 336-727-8418 Fax Number: 336-727-8432
E-mail Address: davidi6Dcityofws.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John C. Grey
Company Affiliation: The Wooten Company
Mailing Address: 350 N Cox St, Suite
Asheboro, NC 27203
Telephone Number: 336-626-5322 Fax Number: 336-626-5722
E-mail Address: j_grey(a thewootencompany.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Martin Mill Interceptor
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Forsyth Nearest Town: Walkertown & Kernersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-40 west from Raleigh, I-40
Bus, Linville Road Exit, Go straight across to West Mountain Rd, Take first left Walkertown
Guthrie Rd Martin Mill Creek is at bottom of the hill.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbodyJ
6. Property size (acres): 17
7. Nearest body of water (stream/river/sound/ocean/lake):
Martin Mill Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential and wooded area
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of 14,700 feet of 12 and 8 inch gravity sewer line along Martin Mill Creek and an
unnamed tributary. A track backhoe will be used to excavate the trench for the pipe and
backfill. The construction corridor will be limited to 40 feet in wetlands and stream
crossings and the backfill will be placed to match original grade. The disturbed areas will be
seeded with a wetlands mix where wetlands are disturbed. Manholes will be placed
approximately every 300 feet.
11. Explain the purpose of the proposed work: To provide sewer service to a new school and
existing church.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Installation of a 12 and 8-inch
pyavity sewer line with manholes.
2. Individually list wetland impacts below: SEE ATTACHED SPREADSHEET
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.43
Total area of wetland impact proposed: 1.43
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
SPREADSHEET
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.niapgtiest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 9 0) 40' each = 360'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NONE
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation NONE
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The sewer was located alonu the edue of the wetlands. Most of the impacts_ listed above
Could not be avoided, however the ones that could be avoided would require excessive
lengths of pipe and excessively deep trenches causing damage to a greater area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is required per USACOE Todd Tugwell in a field visit on
September 26, 2003
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter. NA
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The only additional impervious acreage will be the tops of the manholes. Approximately.1% of
the protect area (approx 17 acres).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be transported to the City of Winston-Salem Archie Elledge WWTP.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
? o-
,pp is t/Agent's Signature Date
sir e: is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
350 North Cox Street Suite 26
Asheboro NC 27203

DEC 0 12`003
November 25, 2003 i
North Carolina Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Attn: Mr. John Dorney
Re: 401 / 404 Permit
Martin Mill Creek Interceptor Outfall Project
TWC No. 2810-F
Dear Mr. Dorney:
RALEIGH IiEGCL.ITORYFIELD OFFICE
WETLANDS/ 401 CROUP
DECOS2003
WATER QUALITY SECTION
On behalf of the Winston-Salem City/County Utility Commission we are
submitting a 401 Water Quality Certification Permit application for the Martin
Mill Creek Interceptor Outfall project. Enclosed are the following items:
• Seven copies of the Report of Stream/Wetland Delineation, by ECS Ltd.,
which includes maps of the Project Site.
• Seven copies of the completed PCN Application Form
• One $475.00 check
The project is in compliance with the General Conditions for Water Quality
Certification.
Please review the submittal and contact us with your approval or if you have
questions, comments or require additional information.
Sincerely,
THE WOOTEN COMPANY
John C. Grey, PE
Branch Manager
cde
Enclosure
cc: David Johnston, CCUC
336.626.5322
fax [phone]
DWQ# 6 ?_ (509
Plan Detail Incomplete
-ft
Date 13- 19 1o3 Who Reviewed:

? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site. plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater.management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
?VL? ??
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CITY OF WINSTON-SALEAI NC DEPT ENVIRONDiENT,IIEALTII,AND PAYEE CODE: 80646
ACCOUNTS PAYABLE CHECK NUMBER: 595911
DATE: 11/14/03 CHECK AMOUNT: 475.00
PAGES: 1 OF 1
'OUCHER ff SOURCE # DESCRIPTION AMOUNT VOUCHER # SOURCE # DESCRIPTION AMOUNT
05890 IN111403 MARTIN MILL CREEK PERMIT 475.00
WETLANDS/ 401 GR UP

f - DEC
0 8 2003
..

A A,Q
e r'l
WATER QUAI ITV ct:nT
„

For questions regarding this payment or any other payment,
please call Accounts Payable at [phone].
I July

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_ _ _ _J~__ ~ i ~ ~ ~ ~ i ~ N r M_ I E ~ ~ ` i ~ ~ I ~ ~ ~ ~ I I r _ , . ~ , ' ~ ~ N aj ( _ , t1. Q82~F ~ , N ~ I ` sC N p Z: - , e + I~~ , 22 ~ WITH HANDBUILT INVERT 12 MIN ~ I L v N ~ ~
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III ~ _ , ~ i • r__ O ~ I ' r - - r ~ o - _ ~ ~ ~ , ~ , g i I ( ~ ~ } CHECKED BY: _ ,
F ~ i a--, - i z ~3F - 1 I ; I ~ ~ _ . I _ ~ _ r
~Q~Q t~ I t ~ ! - ; ~ - E E I 2"•4'7 ~ ' l(7 I { ~ 8 I ~ a - - - p_. _ t r _ I 9'LF O c , ~ 3 ~ ~ ~ ~ ~ , ~ ~ ~ , - 1 ~ 10$:8 - _r _ . 1 • ~ ~ _ ~ , . , $ 10$.B9 LF
_ ~ ~ _w . _ - PROJECT NO.: , 281 { ~ I 0-F ,
• 0 ~ ~ _ f _ ~ -r z ~ _ . ~F ~ n II i ~ .v t-- , _ ~ ~ ~ j ~ ~ I ~ ~ ~ _ ~ ti ~ . I ~ 50+OU ' ~ ~ ~ 910
I z E o ~ ~ _ _ ~ ~ ~ ~ E I _ . - ~ e ~ , _ - • ~ ~ 9 i ~ i 5 DATE: : r ' ~ N o _ _ w _ , . , r ~ ~ oCT 2003
r _ v _ _ ,~I _ . . _ , . ~ ~ N ~~1 RTIN MILL CRGCK 11~ TCRCLPTOR . ~ '
0 900., ~ ~ ~ I _ ~ _ l { r ( ~ - E ~ ~ ~ ( m , . _ _ _ .r 00 ~ • _ _ - I _i u ~ ~ SCALE: E PROlF,CT 7.1648 _ ,
_ ~ ~n a t ~ r o € i ~ _ i ~ ~ ~ ' I 1 - 40 HOR, , , z ~
r r` ~ ~ ~ 3 ~ I ~ I I i ~ ~ ~ _ ~ _ a ~ ~ i ~ ~ ~ t- ; , _ I } ~ I ~ _ I ~ ~ s ~ i ~ E ~ G ! ! ~ ~ € 1 n, r I ~ ( z t ' ' _ > ' ~ I WINSTON-SALEM/I'ORSYTIICO(INTYUTILITYCOMMISSION 1 -4 VER. I ~ ~
r r k i ~ - i i I - ~ - - - I _ II, t R ~ I ~ I 1 t ~ ~ a , > ~ i _ ~ I . I . - : _ l F , NOR'1'~1 CAROLfNA WiNS'10N-5'ALBM
F
f a. k a i
'RACY SHEET NO. CONI i
I
. r- : , I OLD HOLLOW ROAD OUTF L
p ; r 18 a
I i v z FROM: MARTIN MILL CREEK INTERCEPTOR
U ` O E i i T0: OLD HOLLOW ROAD
h e t f OF 19 SHEETS a _
....~x:, 47+00 48+00 49+00 46+00
. ~ 44+00 45+00 0 - ~ 41+00
39+00 40+00 42+00 43+00

0 0 N
P UNI I SS CLASS "B" RIPRA - - CATCH BASIN 112 x112 WIRE
50 MIN - ` - RACING NOTED OTHERWISE MESH
- - - i ~ 2x4 WOOD B - i I
- AS NECESSARY CURB INLET - 4x4 OR METAL z O
S'xi6' CONC r ~ - R METAL POST ~
CONC CURB BLOCK ~ o o r o r~ . 4x4 0 0 o ~ ~ POST ~ ~ ~ „i D ~
& GUTTER #67 WASHED z ~ .I ~ ~ L,,`j'~' #67WASHE f ~ ~ ~ ~ ~i ~t~ STONE Z z
= - - STONE ~ ~ - - 112'x1/2' WIRE li~~~li~~~;,. O O _ -
- _ o ~ ~ MESH ~ ~ ~ ~ ~ 1I U) ~ :1, lily ~ j ~
-i'- ~ ~ - - i°~~~ ~ ~ , - _ - + it ~'ii _ W a
Q ~ u ~ ~ - - 3 I w I ail III I HED AS 7W o #6
Z U -1.- i_. ~ - _ ~ _ w STONE i i U
- - m ~I' ~ i _ ~ - I~ I I i Z 0 w
N ~ J ~ . ~ ~ ~ - _ PLAN t W LAN Q
_ L=13' J W IN.
, - _ - - - - ~ _ 1'M L 3 ~ - _ ~ ~ w Q

NOTE
- I PREMANUFACTUREDCURBINLET _i
_ t' E i22' PROTE , i?ON DEVICES MAY B - ARSE AGGREGATE ~ I, ~ 2'-3" CO USED II APPROVED BY OWNER ~ '
6' THICK t EN .I R 0 NEER I
-1 - PLAN I N LANKET OF g I u_TER B #g; :NONE OR FILTER w
SECT 0 ,TION / - FA~tRiC ~
SECTION ~ o PLAN U N
112'x1!2' WIRE - - 2x4 W001 i BRACING ION T z TE w PR T LE IN
MESH - AS NECEti'~ARY T F ~0 ET UTL 0 PE PI E AN TR EN N TI R T N 0 Y AR EM _ " f~N PR T EA Q R TA FLA ,0 ET NTS ~ z N
T t #67 WASHED 8 x 6 C ,BLOCK U ~
NTS ONE - D ST - FINE LL DE WE NO NEL ~ HAN INED EF O ¢ U N
NTS _ NTS CLASS'B"HIP-RAP a ~ 1
ro EX SLOPE - U ~ m ¦ Z N m z .J
B' MAX. _ _ - - TOP ELEV. OF STORMWATEI I ¢ Z - ° ~
VARIABLE A~~ DIRECTED BY THE ENGINEER #57 WASHED STONE 2 I W I"~ ~ ~
I SILT FENCE KEYED . - 1 NIA O a ~ ~
- i ~ ~ r C ~ STREET INTO RIPRAP DAM U O cD
Tj ~ t r * T ~ ~ PAVEMENT 2'-0' - fy; ~ i ~I ' d ` r ) MIN. 12 112 GA. 2'-0" SILT FENCE AT z U m CENTER OF DAM -
:r • ~ r MIN.10 GA. ~ ' ~ ' ~ - - _ F - _ I ~ INTERMEDIATE ~ _ i~ z 1'-8" MIN ' w w °
LINE WIRES I ' t I ' WIRES ~ { i I i VARIES W ..I_,':' cLASS'B" SIDEVILW r _ _ = Z o
r _ t~t(, ~i c,. ~ ~ I 1, i. t-~. Iii}.4~i~;'~ Fr ~ ~,'I ~ .1 12 RIPR I"'_ ~
' ~ r ek'"t`~a I ~ ~ ~t•''ii~; ~ f t % ~ I ~ E ~ GRADE #57 WASHED NE 2 2 WASHED - ~ _ VARIES `~1.5' z 2 W
~1„ a .IE[;r, E It FULL FACE OF - - ~ 1 ~ x= - 1 STONE ~ i = z ~ -9'MIN MIN NOTES: 2 _1I__ 2 ~ ~ ~ ~
i ,~f-~ iq .NY- ~ r=~B r- SECTION - . 1, F i _ . 1 in o , - 1. HEIGHT AND WIDTH DETERMINED
~ _ .T. _ , . -_1 I r ~ I T - - - BY EX TOPOGRAPHY AND FLOW
iu ~ lip' i - T I - _ - ' - I-+ KEYED SEDIMENT STORAGE REQUIRED. - ~ - ~ - _ I _ ~ RIPRAP
~L~i - ' w ~ 2. KEY RIP-RAP INTO THE DAM
TEC ION 0 T T PR INLE vlEw URB T C FRON ¢ R STABILIZATION. } 0 ° NOTE: ¢ _ . _ m U N p ~ ~ Q
STEEL POST NTS HEIGHT AND WIDTH DI I ERMINED - #57 WASHED STONE -
BY EX TOPOGRAPHY nND VARIES ` W ~ ~ z NTSTORAGE Ilt_QUIRED. 0_ n ~ 0 SEDIME SECTION 1
- I,~,~ WOVEN WIRE FABRIC FRONT VIEW > I~ a ONT VIEW
j SILT FENCE FABRIC FRONT VIEW T 32" MIN. WIDTH =1600 CU FT PER ( ) MIN VOLUME 0 bA P, ~ ~G~
'I DISTURBED ACRE LET Z a ~ Sao Y E DAM C K K C C U 0 _ 0 R E TON
NOTES: b I ~ -FILL SLOPE co 5 FT. S Q N oaz~ Z ~ ~ N oho
EN DRAINA~~t AREA ~ ~ j ~ MIN 1. USE SILT FENCE ONLY WH SIDE SLOPES 2:1 NTS NTS C~ W Q w~a~
IvERIN DOES NOT EXCEED 114 ACRE AND N I 14" OR FLATTER FULL CLASS'B' RIP-RAP - (n U Qro
-GRADE AREAS OF CONCENTRATED FLOW PERIMETER OF TRAP ~ 1'-6' MIN ~ } ~~z~^ CONSTRUCTION EASEMENT W F- ~ L!J w w 0
- FREEBOARD 2. FOR REPAIR OF SILT FENCE - • ' ' oo ~=u~ -i,,_ TOP OF EARTH BERM _ ^ r-1 H M 10,_,1„ > d ° z G
~r ~~o- - FAILURES, USE N0.57 ~ - - l - - - - N ~ J Z Z ~ ?~~x~ hills Q ~ Uadwu.
WASHED STONE ~ TOP ELEV. OF STORMWATER x - ~ ~ Q , ~ ~ ~ Z pU - _ ~ W
I _ TOE FENCE WITH #57 STONE OR ~ j #57 WASHED STONE ; - ~ CONTRACTOR'S SUITABLE, DRY, COMPACTED FILL ~ _ 2 DEWATERING BASIN ~
- _ - - ~ ATERING w 112 ~ '1 ,o~ DEW Z 1 0 • SIDE SLOPES - Wl 2.1 AND BAGS RIPRAP ANDS ~ J
SIDE VIEW V-TRENCH o DEPTH _ - - PUMP KEYED 1'-6" MIN INTO ° z N0.57 WASHED o ~
REMOVE SEDIMENT FROM STREAM BANKS AND BED ~ MP STONE STONE TE
TRAP WHEN SEDIMENT HAS A UMULATED TO ONE 12" ' VARIES -FILTER L DAM .¢o
NCE SIL _ _ ~ RY RA ABRIC 0 F MP TE HALF THE DESIGN DEPTH MIN ' ~ Z W ~ Z J
NTS - - - - DRAINAGEAREA MIN WEIR NOTES: TRENCH OR 12' #5 ASHED TEMP RIPRAP ¢ Y ,~zp V=1800(A) STON - APRON a 0 a ~ ¢ ~ F~~- z
LENGTH FT - _ TION - (ACRES) ( EXCAVA za~0c7aa - OLUME OF BASIN C~ _1~ Q ~ V V ~
1 4.0 SIDE VIEW 1. TRAP LENGTH, WIDTH, DEPTH ~ - BED AREA POF .y - _ 3Q>m J~Q A- DISTUR TO FLOW - ~ 0 g w w z 0 0
2 6.0 AND WEIR LENGTH AS SHOWN ON PLANS. MPED INTO S ~ TEMP 24' T 2' CMP - BEING PU BANK - _ ~ ¢ 0 ¢ }
.0 2' MIN 3 S ~ - - BASIN ACRES E-, - Q z a W W> ( ) , G~ - „ ¢ ¢ ¢ Z w ~
COMPACTED SOW 4 10.0 2. KEY RIP-RAP INTO THE DAM F 5 12.o PLi ~,~,11~ ~Q~~WJf4
SOIL _ _ _ _ FOR STABILIZATION. _ 4 FT. MIN PLAN ~ ~ ~ - 0 0 0 ¢ _ L~ ~~~-~-Wwo 1 yV ~i 0¢OOw¢W
- - - ~ -FILTER FABRIC EMERGENCY BY-PASS DESIGN 6" BELOW SETTLED N0. N0.57 WASHED ~w00¢du-
I SETTLED EARTH 21 RIPRAP SIDES OF 1'-6' MIN ~ 2:1 SIDE SLOPE TOP OF DAM STOI STONE 8 6" MIN POLYETHYLENE
BERM -,1,~~~ , SPILLWAY TO ' TOP ~ M MAX ' TOP OF BER ~ FABRIC ~ PIPELINE CROSSING
i - 1'-6' MIN ~ ~ - r I STREAM - VOLUME OF 0' MIN
i ~ ' FREEBOARD PUMP- ' 1 1 BASIN - ~ -
- ~r - PL
- ERFILL 6" ~ OV ~ FOR SETTLEMENT
6' TYP _ ~ _ - ~ NOTES' RIPRAP AND SAND BAGS
1 _
SECT 12" OF N0.57 WASHED RE PUMIPING IS NECESSARY FOR '-6' MIN INTO SECTION 1 WHE KEYED 1 DEWATERING TRENCHES OR EXCAVATIONS, STREAM BANKS AND BED ~ N EASEMENT
N FT MIN ACE OF R i 3 EONF E -TON V s I D Y R A R P E T CONTRACTOR SHALL UTILIZE A STONE CONSTRUCTIO _ - _
- - ~ RAP SPILLWAY RIP Z NTS FILTER TO REMOVE THE SEDIMENT FROM ~ 8 MIL ~
O THE PUMPED WATER. TEMP STONE POLYETHYLENE ~
o FRONT VIEW _ NT DAILY. DAM ~++u+~~+u,~~~ T R SHALL REMOVE SEDIME FABRIC b NTRAC 0 2. CO ~ P i P RIPRA TEM ~ ~ 12' #57 WASHED
0 XCAVATION 3. UPON COMPLETION OF TRENCH ORE TOP OF BANK I STONE APRON ~
0 6, 6, NCH. ? ~ ~ O PUMPING, STONE MAY BE PLACED IN THE ~ NOTES: ~ • •~y ~ ; t
- - , RAP E TT W IM N ED Y S AR OR TEMP I ~ ~ - FLOW ~ $ N ~ ~ 1. STONE FOR DAM AND CROSSING TO BE . ~ ~ , ~ W 4 c9 ~ x ~ ; - B RIPRAP UNLESS OTHERWISE i a : N o Z; cv ;1
~ NTS h S~ CLASS , v .cn ~ ED Inc - NOTED ON PLAN. % y U•:a
LT FI NE T S ~ USE 6 STAPLES AT I N EX STREAM B TEMP 24" TO 42' CMP BA t; r :0 ER LT , FI NE wN d sdd ~c
i o 0 0 ° ° START OF EACH MAT U NTS 2. CULVERT SIZE AND NUMBER AS SHO - .,Soy ..,tip ~ NTS ~ z _ ON PLANS. ~
~ - ~ , o'Z
~ °i S - ON ATI ND E M OM C - WHEN TEMPORARY CROSSING IS NO ~~NN~nI?ll~~~~ ' FILTER a ' ~ 3.
t RE TI N N LLA TA G IN TIN AT M O a PIPELINE CROSSING LONGER NEEEDED, REMOVE TEMP CMP, FABRIC DAM, AND SANDBAGS AND RIPRAP ALL
~ ° ~ 1. MATTING SHALL BE DESIGNED TO WITHSTAND FLOW VELOCITIES UP TO STREAM ANKS DESIGNED BV: DISTURBED AREAS WITHIN STREAM B JCG
V i
STAPLE LOCATIONS 9 fps. 0 r, 2• PREPARE THE SOIL AND APPLY APPROPRIATE FERTILIZER AND SEE . CLASS B RIPRAP UNI SECTION DRAWN BY: SS B RIPRAP UNLESS EXISTING CGL, CDE
~ 3. UNROLL THE MAT WITH NETTING ON TOP AND STRAND FIBERS IN NOTED OTHERWISE 'ED OTHERWISE GROUND I N G CHECKED BY:
O o 0 CONTACT WITH THE SOIL. SS RO C EAM STR ARY POR TEM
NTS
~ 3' - 0" 4. ON SLOPES, PLACE THE MAT VERTICAL OF THE SLOPE AND FOLLOW ,C I STAPLING PROCEDURES SHOWN ON DIAGRAM. PROJECT NO.: '~i ~ 2810-F
ARALLEL TO THE FLOWLINE cn ~ 5• IN DITCH LINE AREAS, PLACE THE MAT P ti
0 0 o W'~ CH AND FOLLOW STAPLING PROCEDURES SHOWN ON DIAGRAM. ~ ~ OF THE DIT Q DATE: S. TE LN
~ 6. SIDES OF ADJOINING MATS SHALL BE OVERLAPPED APPROXIMATELY 6' > TR N s N OCT 200 SI ER Tye i M~RTINMILLCRCEKINTERC~PTOR
O OVERLAP BEFORE STAPLING. o~ ti TER EROSION CONTROL MEASURES SCALE: F 1. PERIME PROJECT 71648
A E A PORTION OF THE PLASTIC NETTING AND I ~0 7. EACH STAPLE MUST ENG G ss. SHALL BE INSTALLED PRIOR TO CLEARING
N - i 0 0 0 0 0 o BESET FLUSH WITH THE SOIL SURFACE. ~ ' ~ AND GRUBBING. MMISSION AS NOTED WINSTON-SALCM/FORSYTII COUNTY (ITILITYCD
_ 8. TO AVOID DISTURBANCE OF SEED AND FERTILIZER BY WIND OR HEAVY FILI ER L BE CLEANED AND ORES SHAL ~ • • AS . ME FABRIC 2 NORf11CAROLINA
~ 6" OVERLAP p _ - RAIN, EXCELSIOR MAT SHOULD BE PLACED ON THE TREATED AREA WITHIN MAINTAINED UNTIL GRASS IS ESTABLISHED NIN.STUN-5'AI,f;A?
~ 2 TO 4 HOURS. VARIES ' VARIES AT WHICH TIME, EROSION CONTROL DEVICES HEET N0. ARIES VARIES I 'MIN. THICKNESS C~N~~C~' ] S SHALL BE REMOVED. , - _ ~ ri ass "B' 24'
t 9. WHERE DIFFICULT IL v V 3. CONTRACTOR IS RESPONSIBLE FOR ASSURING
SPACING OF STAPLES MAY BE REQUIRED. THAT NO OFF-SITE SILTATION RESULTS FROM
C 10. WHERE EXCELSIOR MAT MUST BE SPLICED DOWN THE SLOPE, PLACE D E RAP RIP CONSTRUCTION OF THIS PROJECT. W DETAIL
MATS END OVER END WITH APPROXIMATELY 6 OVERLAP, STAPLE
ATELY 12 MATTING EA, APPROXIMATELY TS PED AREA, CONTROL H VERLAP c, cl- EROSION THROUGH OVERLAPPED " APART. ~ ~ NITS EROSION CONTROL DETAILS 19
c) (N NITS OF 19 SHEETS
0
~ cl- ~(3)

N
FLOCK 54000 BLOCK 5400C BLOCK 54008
_ MH STA NORTHING FASTING
0 ~ yo . s 59+61.71 869320.44 1660931.93
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/ BRADLEY J. BENSON 002 / ~ DB 1808 PG 1705 I ~P ~ ~ ~ .
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DB 2270 PG 3974 / ~ I 1 69+50.54 869354.20 1661869.63 ~
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I / \ I SE / 003 ~ NEP. / 62141 PG 621 a~ I
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MH STA \ \ I 24"POPLAR \
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_ _.m _ _ _w - a_... . ~ o - _ _ u..1 ~i ~Qw ' ~ I ~ ~ ro ' 100 YR FLOOD HEIGHT
~ WWWF- , _w wu r~ ~ a~-~ W _ _ _ . _ ~ _ F w ~ u. ~ _ _ s
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. _ - ~ ~ . ~ ~ ~ ~ _ . aLL~.u. ~ as ~ , 1 ~ ~ Q rn ~ _ (L >X-
~ ~ . ~ ~ ` _ ; ~ tw Y,.w co _ E~ppp HEIGHT _ z _ - - • L____ . ~ ~ i ~ ; _ ' ~
Z I _©c~, 100YR ~v, E
f ~ Q m2 J I ~ i ~ J ' N F-c4o ' , ! ~
O ~ _ _ _ ~ , } \ . ~ ~ ; ~ ~ ' F
, ~ ~ ; ~ ~ inn r~ _ -_;,,.r ~ , . _ _ a 1 ~ - ~ ~ ( r- ~ - ~ _ ~ , v~lc>'
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WWW ~ I S ~ 8~~ ~ , ~ _~v~. . - . ..w \i J, i E i V y 00 VJ v ,..r- 830 = ty _ . x ~ . ~ ~w~..
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o ! ~ ~ E ~ ~ ~ F ' v _ rv. ~ ~ i i I I ~ ~ ~ I I ~y~
Q ; i / I ~ ~ ~ ' ~ ~ - V ~ _ , . . j _ _ ~ s _ _ _ . ~ F I i ~k+WaHN I_, ~
I I ~ , i ~ ~ I I ' I ~ I . _ 294J4 LF OF 12 plP ~ 0.30 f
V L' Y _ " i DESIGNED BY: I ` I i I
~ ~ F ~ - _ _ ~ { v_ _I_ , 4 I t v., JCG I t f
' ~ ~ _ ~ ~ ' k ~ R r i ~ I ~ ~ ~ _ , i ~ u r a F0 .37 % " ~ _ _ „ _ _ o _ _ w_ F ~2».p11?-~ ~ ~ . ~ DRAWN BY.
F1 ' Sl ~ i ~ ~ I : ass _ . . , . v_ r_ _ , , _ w- - _ _ o . I ~ ~ ~ ~ ~ ~ ~ CGL, CDE N
L ~ , f . ~ i i ~ ~ ! k i ~ ~ I ~ i ~ ~ ~ ~ I `0 CHECKED BY: ~ ~ _ _~<<. _ u ~
[ , _ d ~ ~ ~ _ j _ _ c. i c t ~ N j # ~ cy i ~
o i t ~ j iP'~ 0.22'/0. f X22.88 LF OF ~12" ~ _ ~ _ _ . ~ _ a ~ ~ ~ , ! 181.63~F OF 1~"1fCPl~ 0;220 _ o _ II _ ' _ ~ ~ ~ ~ ROJECT NO P
~ fi _ ~ _ ~ t U ~ i > > a pz _ z~ ~ _ ~ 2810•F
O pp rr~~ f I ' OLO ~ w ~ _ nn.~~ ~ s..~~.. _ _ ~ ~a ~ _ t.~ ~ ~ r` + - - 70+00 8~0 _ z z DATE:
F q r. co ~ u~ i OCT 2003
_ 2 _ i + ~ _ pQ p t IN 4 (V r ~ MARTIN MILL CRCLK INTL'RCL'PTOR
~ ~ cs ~ I ~ ~ ° w ~ ~ ~ . ~ ~ 'CONCRETE ~ ~ SCALE; , _ _ PROJECT 71648 1,~ _ 40' HOR,
' ~ o ~ u ~ ~i E 'ANTI-SEEPAGE 0 I, ~ p ? _ : ~ Z _ ,C L
~ WINSTON SALL~M/FORS'YTIICOUNTYUTILITYCOMMISSION 1" =4' VER. _ WIN.~'CON•SAI,I,'M NOR'lIl(,"ARDLINA
0 d_Z _ F. ,~Z ' > > g
z z' _ SHEET N0.
(q
O CL C BEDDING MAR TIN MILL CREEK INTERCEPTOR
O O € e , 10
FROM: LOWERY MILL CREEK INTERCEPTOR TO: OLD HOLLOW ROAD OUTFALL
Cj- Q) C) uw.ra0._ ,ra.. OF 19 SHEETS
59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00

M O
O N W
MATERIALS LEGEND
LEGEND ABBREVIATIONS D
EXISTING NEw ~o
z Z
EARTH OR GRADE ~ ~ ~ a
BM BENCH MARK ,RK ~ ~
A ARFA LP LIGHT POLE ~ w GRAVEL ~ ~
pggNp ABANDONED LT LEFT LWL LOW WATER LEVEL TBM TEMPORARY BENCH MARK ICHMARK ~ J
ABC AGI:HEGATE BASE COURSE AC AGIII S a
c)VE FINISHED FLOOR MAX MAXIMUM Q SURVEY POINT A.F.F. AR w )INT EXISTING OR PRECAST CONCRETE z
AL Pd I IMINUM MECH MATERIAL w c9
pl'I'I tOXIMATE MATL MECHANICAL ~ HST HUB & TACK APPROX ;,K o
ASPH p:;l'IIALT MFR MANUFACTURER NEW CONCRETE a a
y pti51 MBLY MH MANHOLE ~ N&C NAIL & CAP AS5 ~p a
AVG AVIIIAGE MJ MECHANICAL JOINT GRATING
ARV plliliELEASEVALVE MIN MINIMUM ® PK PKNAIL
AZ p~IMUTH MON MONUMENT
AWWA AMI RICAN WATER WORKS ASSOCIATION TREE WITH TRUNK DIAMETER ;DIAMETER SAND OR GROUT
NIA NOT AVAILABLE w
g-B BACK OF CURB TO BACK OF CURB N NORTH i"~ SHRUB QQQQ RIPRAP pCJGJCJCJ ~ ~
BLDG BI III DING NAD 83 NORTH AMERICAN DATUM 1983
BM BI NCHMARK NC NORMAL CROWN WOODSLINE w Q ~ N U
BOA BI t~W-0FF ASSEMBLY NC GRID NORTH CAROLINA GRID METAL (LARGE SCALE) ~ ~ Z N ORNER U o
BOT Bt~t10M NCGS NORTH CAROLINAGEODETICSURVEY PROPERTY CORNER 1111 WIRE NIC NOT IN CONTRACT ~ BW BA ~ o~
NIP NEW IRON PIPE EIP IRON PIPE NIP ¢ ~ ~ ~E O
CrnIIS AND GUTTER N0. NUMBER ~ C&G METAL (SMALL SCALE) L U = Q
CB C~u i'H BASIN NTS NOT TO SCALE Z N M -X- -X- z - ~ ro
NOM NOMINAL -x x- FENCE CCUC CI I ~ COUNTY UTILITY COMMISSION Z ~ W Z =N
C/L CI N I ERLINE NWL NORMAL WATER LEVEL ~ POWER POLE Q N N ULE ~ ~ M
CIP C~~'~ I IRON PIPE 0
CI (;I n IH INLET OC ON CE'~TER O_~,N iE " o
I I r~RANCE OD OUTSIDE DIAMETER GUY WIRE CLR C Z U M - ~ M
CM C~'N~RETE MONUMENT 0!H OVERHEAD lLE W W °
~ N IAUGATED METAL PIPE ORIG ORIGINAL ~ LP LIGHT POLE CMP C W z z °
CMU G'NCRETE MASONARY UNIT - m :TER ~
Co CI I ~ our Pc POINT OF CURVATURE ® WATER METER Z W
CONC Ct'Ni;RETE PED PEDESTAL ~i~NIINUOUS PE PLAIN END ?M9 MAILBOX ~X
CONT L
CONSTR G''N~TRUCTION PI POINT OF INTERSECTION ~~N~RACTOR PIV POST INDICATOR VALVE ~S SIGN
CONTR C COR C"IWER P!L PROPERTY LINE GENERAL N(?TES
~t n)LINA POWER AND LIGHT PP POWER POLE CB CB CP&L c III ~ CATCH BASINS SINS ~ ~
CULV C' n VERT PRV PRESSURE REDUCING VALVE m U N
PSI POUNDS PER SQUARE INCH _ _ _ _ _ _ _ _ STORM DRAIN PIPE IN PIPE ~ z
PVC POLYVINYL CHLORIDE D pl i•IH OLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION ~ ~r THE UTILITIES AND APPURTENANCES W h--I ~ ;.1 THE F
DI prn rP INLET PT POINT FES FLARED END SECTION WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY 1 r is ENGINEER. ~ ^ ~ 0 SECTION C ~ ~
DIA pI~n1ETER PVMT PAVEMENT 0 bU A 1 UNDERGROUND UTILITIES ARE GENERALL SFIOWN BUT DO NOT COVER ii i. UTILITIES AND DO NOT INDICATE ~ a ~ ~
DIP pt FILE IRON PIPE - - 163 - - CONTOUR JR 1 F ti ACCURATE LOCATION. CONTRACTOR SHALL C.:NTACT A UTILITY LOCAL my SERVICE AND CCUC 24 HOURS Z Q- ~ 0 0
DIM plnu NSION R RADIUS PRIOR TO EXCAVATING. A LIST OF UTILITY OWNERS AND CONTACT NUMntRS FOR THE PROJECT AREA IS Q ~ c7 ~ Z ~ 162.5 PROVIDED BELOW FOR REFERENCE BY THE CONTRACTOR. L
DISCH pr~~:HARGE RIW RIGHT OF WAY 162.5 f- ~ N o0 ATION W U Q w o w
N RETE PIPE X SPOT ELEVATION DIST pL. l ANCE RCP REINFORCED CO C w DUKE POWER 336-727-4300 - ~ ~ ~ z a ~ ~ e POWER: (n ~ ~ w v, ~ ~
DOT pl I'ARTMENT OF TRANSPORTATION REF REFERENCE _ _ DITCH I _y W ~ } N ~ z
pyy pt~MESTICWATER REQ'D REQUIRED CABLE N: TIME WARS" R CABLE 336-761-8655 ~ F' W w k 0 v m ~ 0 cn ~ ~ x~ vv B-5 0 ~ o
Q pIIIA RET RETAINING B-5 LING ~ TELEPHONE: SPRINT 800-366-9464 J Z z ~ U a 3 w w
REV REVISED SOIL BORING Q~0 ~
E EA:; F RPZ REDUCED PRESSURE ZONE WATER OR SEWER: PUBLIC WORKS /COUNTY WATER 336-727-2331 Z ~ U UJ ICE ~ ~ W
Al'H RPM REVOLUTIONS PER MINUTE SILT FENCE EA F 2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS ~ Z
EFF EFI I VENT REINF REINFORCED .K DAM REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION. ~ J
EIP EXISTING IRON PIPE RT RIGHT ROCK CHECK DAM EL ELEVATION INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.
ELEC ELECTRIC Sna slDEwaLI~: DROP INLET PROTECTION OTECTION 3. SUPPORT EXISTING POLES, UTILITIES, FENCE:. CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING
EP EDGE OF PAVEMENT SAN SANITARY CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. ~ p Z W~ZJ
EW EACH WAY SCH SCHEDULE CURB INLET PROTECTION OTECTION Y . ~ Z 0 a
EX EXISTING SF SILT FENCE 4. 4-INCHES OF NCDOT ABC AGGREGATE SHALL BF PROVIDED FOH THE FULL WIDTH OF UNPAVED DRIVEWAYS a HZN3~~
EXP.JT. EXPANSION JOINT SHT SHEET EROSION CONTROL MATTING NG AND ROADS DISTURBED DURING CONSTRUGI iJN. Z a Q 0 ~ Q Q OL MATTI
S SOUTH GUTTER. REPLACE CURB AND GUTTER WITH NEW CONCRETE TO ~ a ~ ~ J ~ p 5. OPEN CUT ASPHALT DRIVES AND CURB AND HING PER ASPHALT PATCHING REPAIR DETAIL. ~ ~ W ~ 0 ~ }
F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS W WATER LINE .INE MATCH ORIGINAL DIMENSIONS. PROVIDE PAVEMENT PATC ~nQZQW~w
FG FINISHED GRADE SO SQUARE ~~Q~U~~ 6. ACCESS ROADS OTHER THAN ALONG SEWER EASEMENT SHALL NOT CR05S WETLANDS. CONTRACTOR SHALL ~ W ~ ~ Z W ~
FH FIRE HYDRANT SS STAINLESS STEEL SS SANITARY SEWER iEWER ACQUIRE THE NECESSARY EASEMENTS FOR SUCH ACCESS ROADS. 0 a 0 0 ~ J ~ H~F-~WU.O
FIN FINISH ST STREET ZOZZWQJ 7. NOTIFY CITY/COUNTY PUBLIC UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF MAKING ANY TIE TO 0 ~ O 0 ~ d
FLG FLANGE STA STATION M FORCE MAIN F CAIN AN EXISTING UTILITY.
FM FORCE MAIN STD STANDARD
Fp FIRE PROTECTION SYM SYMBOL G GAS LINE VE e. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION. POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY.
FPS FEET PER SECOND FT FEET T TANGENT
OHE ELECTRICAL POWER (OVERHEAD) FfG FOOTING TBM TEMPORARY BENCH MARK R (OVERHEAD) 9. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING OPERATION AS STATED ABOVE. THE PROJECT BID SHALL INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES
TCP TERRA COTTA PIPE
TEMPORARY DIVERSION DITCH uGE ELECTRICAL POWER (UNDERGROUN G GAS TDD ' NDERGROUND WHICH ARE DAMAGED OR REQUIRE RELOCATION. ,U )
GA GAGE TEL TELEPHONE 10. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH
TEL PED TELEPHONE PEDESTAL OHT TELEPHONE CABLE (OVERHEAD) GALV GALVANIZED OVERHEAD AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION ( ) ACTIVITY, CONTRACTOR SHALL HIRE A PROFES510NAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL
~ GM GAS METER TEMP TEMPORARY COST TO THE OWNER. UNDERGROUND)
~ TE THK THICK uGT TELEPHONE CABLE (UNDERGROUN[ ~ GPM GALLONS PER MINU 11. IF REQUIRED, BYPASS PUMPING OPERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. BYPASS
'p GR GRADE TOC TOP OF CURB PUMPING SHALL MAINTAIN WASTEWATER FLOW THROUGH THE SANITARY SEWER SYSTEM AT ALL TIMES. ABLE (UNDERGROUND)
~ ATF vALVE TOP Top oFS~O~F - uGFOT - FIBER OPTIC TELEPHONE CABLE (UNDERG ~ GV G 12. MANHOLES SHALL 8E 4' STANDARD MANHOLE WITH TYPE 1 RING AND COVER UNLESS NOTED OTHERWISE. \ ,pN~up~ip~~Il
~ GYP GYPSUM TOW TOP OF WALL ALVE H
J TP TELEPHONE POLE WATER VALVE AR AND GRUBB ENTIRE WIDTH OF PERMANENT EASEMENT. CLEAR AND GRUBB TEMPORARY EASEMENT AS ~ 13. CLE ~ ~ ~ ~ 1
N HCP HANDICAPPED TRANS TRANSFORMER O HEIGHT TYP TYPICAL PV PLUG VALVE NECESSARY FOR CONSTRUCTION OPERATIONS. ~ p ; ~ ~ d~'~ d ; LVE
r HGT I~ E PAINTED WITH THE FOLLOWING: KRYLON APWA GREEN - SO 3631 - l~j y W ~ Z' v 14. MANHOLE COVERS AND VENT PIPES SHALL B
~ HOR HORIZONTAL ~ ~ FH U HP HORSE POWER UIG UNDERGROUND FIRE HYDRANT AINT OR EQUAL. S t ~ ~~t _ ~ ~ RANT SOLVENT BASED SPRAY P r ~
HWA HIGH WATER ALARM d ~d
~ HWL HIGH WATER LEVEL VC VERTICAL CURVE Q REDUCERIINCREASER ACH MANHOLE ON AN OUTFACE PORTION OF THE PROJECT SHALL BE MARKED WITH THE FOLLOWING: 66' WHITE ~ijl ~ 15. E ;REASER ' I-BEAM FIBERGLASS - PART N0. CIB 306601 MANUFACTURED BY CARSONITE INTERNATIONAL. INSTALL WITH ~I~
Q VCP VITRIFIED CLAY PIPE Q HYD HYDRANT VICE MADE BY CAR50NITE INTERNATIONAL SPECIFICALLY DESIGNED FOR THIS APPLICATION. ~NI~WN~~ DRIVING DE
~ VERT VERTICAL PLUG a C NOTE: MARKERS TO BE PROVIDED BY THE CITY OF WINSTON-SALEM.
~ ID INSIDE DIAMETER VOL VOLUME DESIGNED BY. 16. ALL MATERIAL REMOVED DURING TRENCHING OPERATIONS SHALL BE PLACED ON THE UPHILL JCG
~ IN INCH VPC VERTICAL POINT OF CURVATURE YH YARD HYDRANT RANT SIDE OF THE TRENCH.
VPI VERTICAL POINT OF INTERSECTION ~ INlHR INCHES PER HOUR ~ DRAWN BY:
~ INF INFLUENT VPT VERTICAL POINT OF TANGENCY ARV \ o-~ AIR RELEASE VALVE E VALVE N/ 17. CONTRACTOR IS RESPONSIBLE FOR ALL PROPERTY AGREEMENTS AND PERMITS REQUIRED FOR ANY LAYDOWN AREAS, CGL, CDE WASTE AREAS, STOCKPILE AREAS AND ACCESS ROADS NOT SHOWN ON THE PLANS OR LOACTED WITHIN PROJECT EASEMENTS.
INT INTERSECT PERMITS SHALL BE AQUIRED PRIOR TO DISTURBANCE. CHECKED BY:
INV INVERT W/ WITH MH ~ MANHOLE ICE
IP IRON PIPE WL WATER LINE PROJECT NO.:
0 IFS IRON PIPE SET WM WATER METER WEIGHT ~ FLOW ARROW Row III 2810-F
i ISL ISLAND WGT l~ WV WATER VALVE CO CLEAN OUT
O JUNCTION BOX WTP WATER TREATMENT PLANT O DUT • DATE: CO MARTIN MILL CREEK INTERCEPTOR OCT 2003
r. J8 ~ WWF WELDED WIRE FABRIC
N KWY KEYWAY WWTP WASTE WATER TREATMENT PLANT PROJECT 71648 SCALE:
~ SERVICE REQUIRED :QUIRED ~wlsE NOTED) WINSTON-S LCM/FOR 'YTHCOUNTYUTILITYCOMMISS'ION
a, YI YARD INLET (4 UNLESS OTHERWISE NOTED) p LF LINEAR FEET WINS!'ON-SALI;A9 NOR711 CAROL INA
~ L LENGTH
r 1--1 n. irrT u~
o SERVICE WILL BE PUMPED BE PUMPED LJ ~htt i iv v.
~S
~ TEMPORARY :.o . • LEGEND ABBREVIATIONS IARY o°...e o° ...e
~Q -0 CONSTRUCTION ENTRANCE J ENTRANCE AND GENERAL NOTES 2
pN~ OF 19 SHEETS
l ~^O
~~O

fax Rd. 9a m~
i 2546 Loch
~ ~ 5 I i ~ Conesbuf 2518 ~ ~ I Lorien CreNi~~.d e Ad.
y ~ ~ ~0 W ln. ~ I ~ ` ~ TT g ~ 1 s ~ n. 2 8 ~ ~
I Gallant Ln. r C~IY , Brittanywood Ad. N
' ~ I _ ~ 2502 I - Rd, Weather Ridge
I I o Y' ~hadowfex Qa• 2189 cn
J W, ~ a z
o W, - l f ~ ~ ld 2545 2413 90 5~ ~ U ~ ~ +6 ~~6 to
~ - c i ~L ~ >
~ ~ 2385 I / ' W 2547 ~ G`' 21 ~
~ ~ 2405 „ / ~ _ ~ ~ R T _
. ~ 9 WALKE OWN Ute a / ~ 1 ~ 9 2493 ~ o~~ ? ~ ~ ~ P
~ 2396 I ~ / ~ - ~ 0 Il~ess Ln.
lingo ~ I ~ ~ C I s t. ' •\FG/ ~Z
~s I \ I eg I ~ I - I _ I \ r ~ m ~ I ~ .`~~d p coo 2493 g~~ \ a
m 1 , I `~d ~ z ; 9 4418 \ 9a
i I , a .I I 2550 I 24 6 0~ , ~ / a 2027 , r
15B ~ ~ l „ ~ ~ ~ ~ ~ Carbine Ct. I CI ~ ~ West Rd. ~ -
• ~ / a • / o ~ F q / /
„ ~ ~ a ' - / ~ - / / r - ,2407 18
_ \ ( / m ~ ~ ~ ~ , ~ l - r--- ~ ~
c • 24•Q4 I ~ w
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- 1' 1 ( 2552 ~ i~ e ~ I • I - ooe - m r I I N i r~ Q ~ U
~ ~ - m ~r 2.51 0 17 Cash D_ z N e~ J ~ o N m 413
m or• - I ~ - , m 3 E~em. 6 ~ _ ~
m 1 Wran ler Dr. o Wes) Dr, a s N l~n r ~ ~ - O Vl 40
' ~ 385 - J 2575 2534 - - y 2575 r Brooke ~ Cir. ~ a Tr. OLD HOLLOW ROAD U ~
479 ~ 2 ~ I , 2026 - ? N X OUTFACE ~ Z Z ~ m
~m m Whirl -Win ~ ' - o~~t8in o LLJ Z
9l 2480 ~ ~ ~ /Dr. - ( ~ m ~ ~ 2533 o m ' 16 ~ - M a ~ N I ~ c.+
2400 Stanley / r- I ~ , _ Pa' ~ ' ~ N O a a~i `n _ ~ . _ 2403 r \_i~- ~ W• ~ ~ N
I ` ' Lan -Win ~ c~ , ~ g 9 ' r / c~ x C°
I i , r ~ ~ t. . ~ X \ D. 1_ ~ ~ ` , a 0 m ~ / \ r 0~ ~ ~ ~ z U m - ~ ' i / W w o
~9 . 50 m i I, / ~ ? , o` ~ 5 2 4 ~2' ~C ~ ~
/ 55 ~ / . 2478 m r ~ I - 12 15 / w z = Z ° - / -M
5 - / ~ ~ m 14 ~ / ~ Z
.1, ~ 2 32 \ ~ - - e \ / _ - - - _ _ Wee Ct. / ~ ~ _ , _ P, \ ~ - o y i ~ m / 0 ' o ~ W
~ har-Win ~ ~ _ ~ / ~ 8 / _ ~ ~ ~ - - , ~ n. ~ /
' Dr. ~r , , i v ~ ~ I 1 ' ~ 2410 / '
10 2 ~`I ~ ' - 13 R =
\ 11 , ~ ~ e / a~ ' cr 377 , / /
S ortsman / \ ~r o,~ / p \ , c - ~ M / ~ o
q~ , , \ ~ ; / - MARTIN MILL CREEK i i m C7 r ~ a U N
jai are Ave. , , - o I l / ~ ~1 i ' - ~ l.. ~ O ~ a 1 ~ r Sutter ~ w z ~ , / m a~ W N
\ NTERCEPTOR 2402 2561 ~ ~ C/ 2412 / z p „ ~ o 3 2649 -
/ , , 559 ~ / / ~ ar / ~ > ~ ~
~ ~ , ~ / P Lamond ~ - r. ~ ~ ~ ' ' / / - ~ Q~s~ / Q 0 by ~ U / / ~ aQH
D , 2560 ~ / ~ Z a ~~oo
> , 2401 ~ , , / m ~ Lamond ' ~ O ~ c~az~
> / a i - Ct. - ~ ~ 'a~N~ / ~ W Q w~w~~
J' / / r ~ ~ _1 ,m• ar~~ Guthane Qa• ~ ~ o - to w ~ ~ o ~ ~ bza
2411 0'~ Ch ~ } N , z / esteem W H w w o
- - - , - ~ Church 4 0 ~ ~ ~ ~ 2 0 ~ ~ J 2410 arch rassaver V~ ~ ~ ~ W r-' ~ ~ v Q' / m O ~ ~ ~ a
399 - - b / ~ 4 I 2 09 Ad. ~ = ` J ZZ ~ 5~z~~ ~ ~ ^ UaSww~
~ - ~ , ~ a`I is ~~h - ~ ~ Q 0 ~ _ ° ~ ~ cn z p U
EXISTING 15" ~ ~ ~TJ~ ` , sa P ~ _ _ l~ ~ P- ~ s LOWERYMILL CREEK ~ ~ ~ - - ~ ~ W
/ ! ~ 1 I 1 - - INTERCEPTOR - 12; - , m ~m 0 z
- ' ' p(a ,I ~ ~ ~ ~ J •m ~
A ~ ~p ~a. / Df. L ' S , m fir. 9 3 a
t - Oakcliffe / / _ Oakcliffe Cr pr. .
2467 ,j~ _ • coley I- o 6ro Cro z w ~ z J
Q - - / m ~ d ~ , ~ Yden ~ Y wz~Q ~>0
_ ~ 18., ~ L S ~ EXISTING ~ ~ ~ , _ _ Q m aZa>~~. Tlmb Ct. ~ ~~~oc~oQ
I - / LOWERY CREEK / o a er 3• za>ai>aQ ~c m~ park pQ~w-'~o
INTERCEPTOR ~ ~ `L ~ ~ / 2 9 7 ~ ' 3 < e ~~n Ridge ~ ti =~~¢o°>
I 2408 Q~ ~ ~a / / / G> ~ ~ ~ oUn 9a~ ~ ~o. `~azaw,~w
, / ~ - ~ 2385 I t 2377 0 ERNERSVILLE ~ ar. ~ l oQOOwW~ K
l ' / / ~ ~ es De o _ ~ o m glVdon Ja` ~ ~~~-~wLLo o ~ a ~ ~ z~zZ~~-'
,~e 3 ~ h h U U U
0~ / ~ ~ Ps 9• ~ Cr Savanna
~ ' ' R~TOWN / WALKE I ° '~d~e ~a m m ~ ~ Ln.
3 I 3 m p ~ O
2398 a / H nt rs ~ I ~ U Mill Brook ~r
'Gaither ~ / / / / I / ti G 7
~ Rd. ~ ~ , d~ • h Rd. ~ / at I ~ 0
~ ~ / / / i ~ m
i~ I 0 _ I ' ~ 2781 2667 I N~nter s
,1~ / 1 / LEGEND
~ ~ i a ~ , o
/ / ~ p , ~ ~ '
I ~ ' ' I QTY a I~ C LIMIT Guthrie EX SANITARY SEWER ~ PROP SANITARY SEWER
- ---I ~ f- , ~ ~ - 0 ~ ~ E. Fors th ~ 11111111/11111///f
o - ~ / y 9a / t I ~ Hi h ~I r ~~1, li, ~ ~ 'ti
/ o P, ~ r
I , ~ ~ o i o ~ / / / / 257 / s ~ ~ ' ; o d,,,'t, o~
~ I - ~ m G ~ ~ DUKE POWER I :Qitn p Z: ~ INDICATES SHEET NUMBER ' ~ ~ i •W V~~~ V
RIGHT-OF-WAY o ~ ~ I I ~ h~ l l c s fr 1~ iy (V~ i ~
0o ~r~ 0 266 I ~ 1 ' I o~ ~ fin. d '.~d' : s~~a d In ~ 1
~ I 0 s ~ bt et I m e / / ga 0 peep m^ 12 1,~~~ Via.
I ~ ~ I ~ p , , I ~,n p ~4ntler Tr. 9 K L /1111111111111 kin
r I - Q / / / G DESIGNED BY:
I 1 ~ , ~ , , t e I / '~c Oe JCG
I o / / ~ 2667 ~ ~ C~~ • DAAWN BY:
I I ~ ~o ~ - \ ~ack o CGL,CDE
~ / 1 I O / / , INDICATES SHEET COVERAGE CHECKED BY:
- / D ~ ~ ~ I L _ / / ~ -
m 1 2377 Terry ,c ~ FCA r. _ 2825 r.
I 421 5 - ~ ~ - ~ I PROJECT NO.:
p / / ~ - BUS 2810-F
~ ~ \I / 1 ~ l~ , e DATE:
~ n$bor es~ / p 1t~ - - - - , , ocT zoos M~RTINMILL CRGL'KINTCRCLPTOR
O ~ / / ` ~ ~ t
ro / 1 ~ o \ ~ a ~ N 2662 , .m bttae ~ Ad, a / ~ o Wooa PROJECT 71648 scALE:
c o I ~ ~ / / ~o o a r • Hasri WINS'TON-S~LEM/FORSYTII COUNTY UTILITYCOMMISSION 1" = 600'
~ ~ l• \ / ~ n9s 9s
ills ~ ~S' r HII WINS'1'ON•SA1,I;M NOR1'11(,'AROLINA
9a WINST0N-SALEM mt~ ~ 4208
.c 2
lS eg" 2632
I - ~CL PROJECT MAP
OF 19 SHEETS
COQ

SEE St1EET 12
,Q OUTFACE PROJ / ECT 71386 / ,
/ BLOCK 3259 MH STA NORTHING FASTING
LOWERY MILL CREE K / tr INTERCEPTOR G 45J UTNF
l~ / ~ r / ~ o~ ~ ' _ _ ~ cT 0+00 866929.49 1 B1,QC'j{ 32,S,Q 656175.00 / ~
w ~ o ~ 0 / 8 3+28.85 866912.00 1656503.39 850 / ~
2 f IQ / 83~"~.
~ / o . / 6+57.49 866822.37 16 56819.57
h / e k ° ' 10+23.55 866995.87 1657141.90
w / ~ (,ATE 0 / ~ cn
, / PASTUR Q : E 0 ~ ' z
I / NW Q' ~ / ~ 1 0 'SHED ~
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Go 0, 8 i w v _ - - u O - z _ PROJECT NO.:
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ZZ f CONCRETE DATE:
~ ANTI-SEEPAGE- MARTIN MILL CRL LK INTCRCEPTOR OCT 2003
(n COLLAR PROJECT 71648 SCALE:
I TP' 40' HOR.
WINSTON SALCM/FORSYTII COUNTY UTILITY COMMISSION _
: e f 1 ; WINST0N4AL1l 4 VER, NORIII (.'AROLINA
i Q CONIRACT1 f SHEET NO.
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MAR TIN MILL = CREEK INTER
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FROM: LOWERY MILL CREEK INTERCEPTOR
0+00 1+00 TO: OLD HOLLOW ROAD OUTFALL
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I r I m - ! i T , . DATE: CED IN CASING MARTINMILLCREEKINTERCEPTOR OCT2oo3
,i r 0 ~ ' _ I , , _ : _ , ~ J CT 71648
~ ~ . _ , ) ' t - j ~ ~ i PRO E SCALE:
- ~ I ~ ~ 0 _ ' , ( i j 1" = 40' NOR. . _ WINSTON SALEM/FOR 'Y ' ~ ' S TtICOUNTYUTILITYCOM
- ' ' t MISSION _ 1 - 4 VER.
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i CONTRACT I SHEET NO.
0
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W MARTIN MILL CREEK INTERCEPTOR
v FROM: LOWERY MILL CREEK INTERCEPTOR
TO: OLD HOLLOW ROAD OUTFALL
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 _,.x.. ,.,..._w. OF 19 SHEETS
16+00 17+00 18+00 19+00

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.oOco N M TO: OLD HOLLOW ROAD OUTFALL OF 19 SHEETS
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