20070843 Ver 1_401 Application_20070507

March 9, 2007
Mr. John Thomas -
U.S. Army Corps of Engineers ~ ~ .
Raleigh Regulatory Field Off ce -
' - 6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: Kool Pool'Outfall Improvements
High Point; North Carolina
Dear Mr. Thomas:
{~
y
HDR Engineering, Inc. of the Carolinas ~ (HDR), on behalf of the City of High Point
(City}; is requesting a Nationwide Permit #12 for an upcoming project that. involves
replacement of approximately 25,000 linear feet ~(LF) of gravity sanitary sewer in
Davidson~and Guilford Counties. The proposed sewer replacement project would consist
of approximately 2;$00 LF of 48-inch line (upsized from 2 parallel 24-inch lines}, .11,000
LF of 36-inch (upsized, fiozn 24-inch); 4,000 LF of 24-inch (approx 2,000 LF upsized
from 18~inch), 5,900 LF of 1S-inch {same size), 1,300 LF of 12-inch {same size), and 200.
LF of 8-inch gravity sewer {same size): A total of approximately 90 manholes are
designed along the line. =The new outfall would be constructed parallel to- the existing
line, except in areas where the existing line is in or directly adjacent to a stream: At these
locations a new alignment has been chosen that would minimize environmental impacts.
The .purpose of the' Kool Pool Outfali Xmprovements project is to replace an aging gravity
sewer Line that has failed in the past and to..comply with the NCDWQ Special Order of
Consent (S.OC). Sanitary sewer overflows have occurred along the existing sewer due to
-aging lines and insufficien# capacity to convey the peak flows. ~ ~ -
It is anticipated that 6:15 wetland acres will be tempozarily impacted by construction of
the project. The impacts-to.rnost of these wetlands would be temporary, .with natural
vegetation being allowed to regenerate in the construction ~ corridor. Permanent
maintenance will be established within approximately 1.4 acres of wetlands once the line
is constructed. The majority of these wetland areas have already beeri impacted by the
existing sewer line and maintenance... A summa>'y of impacts in jurisdictional areas is
presented in.the attached PCN. -
NDIi Engineoring, Inc. of the Carolinas _
3733 National prive
$uito 267
Raleigh, NC 27612.4845
Pnone:(919}785.1'118
Fax: (slsj 78'.~-i 187
vn~nvhdrinc.tnm

Office Use Only: Form Version March OS
0 7 0 84 3
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing PAYMENT
RECEIVED
1. Check all of the approvals} requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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
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1. Owner/Applicant Information
Name: Mr. Terry Houk, Assistant Director of Public dices
Mailing Address: Cit~gh Point ~~ ~~~~'~~'
211 S. Hamilton Street
Hill Point. NC 27260
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
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 Jamison
Company Affiliation: HDR Engineering, Inc of the Carolinas
Mailing Address: 3733 National Drive, Suite 207
Raleigh, NC 27612
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: John.Jamison(a~hdrinc.com
Updated 11/1/2005
Page 5 of 15

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: Kool Pool Outfall Improvements
Z. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): see attached
4. Location
County: Davidson & Guilford Counties Nearest Town: High Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
From the City of Hi Point, the Service Area follows West Lexington Avenue east to Main
Street (US 331), then follows Main Street southeast to the intersection with West En lg ish
Road then following West English southwest to its intersection with Burton Road. The
Service Area within Davidson County begins where West Lexington Avenue crosses the
county line, follows West Lexington Avenue southwest until it turns south along Joe Moore
Road then turns east along Burton Road into Guilford County.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 355613.31 °N 800640.87 °W
6. Property size (acres): ~35 acres (~ 5 miles of utility corridor)
7. Name of nearest receiving body of water: Payne Creek & Rich Fork
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://h2o.enr.state.nc.us/admin/maps/.)
Updated 11/1/2005
Page 6 of 15

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This area falls within the Piedmont physiographic province.
The current land use along most of the project is forested. Land use of the adjacent parcels
includes low density residential areas, disturbed forested areas, and agriculture.
10. Describe the overall project in detail, including the type of equipment to be used:-
The proposed project involves replacement of approximately 25,000 linear feet (LF) of
gravity sanitary sewer in Davidson and Guilford Counties. The proposed sewer replacement
project would consist of approximately 2,800 LF of 48-inch line (upsized from 2 paralle124-
inch lines) 11,000 LF of 36-inch (sized from 24-inch), 4,000 LF of 24-inch (approx 2,000
LF upsized from 18-inch), 5,900 LF of 18-inch (same size), 1,300 LF of 12-inch (same size),
and 200 LF of 8-inch gravity sewer (same size). A total of approximately 90 manholes are
designed along the line. The new outfall would be constructed parallel to the existing line,
except in areas where the existing line is in or directly adjacent to the stream. At these
locations a new alignment has been chosen that would minimize environmental impacts. The
line would be constructed and tested, and then connected to the existing service system.
Since sewer service must be maintained during construction, the new line would be
constructed along the same corridor by widening it by about 20 feet in most locations and
acquiring a 50-foot wide easement along the entire line. This is in contrast to standard new
alignment construction where the construction corridor would be up to 50 feet wide (40 in
wetlands .
11. Explain the purpose of the proposed work:-
The purpose of the Kool Pool Outfall Improvements project is to replace an aging gravity
sewer line that has failed in the past and to comply with the NCDWQ Special Order of
Consent (SOC). Sanitary sewer overflows have occurred along the existing sewer due to
insufficient capacity to convey thepeak flows. The insufficient capacity is likely due to three
reasons. First, the diameter of the existing sewer, combined with its slope, limits the flow
rate through the sewer system. Second, some sections of the sewer have deteriorated and
are beginning to collapse, which further reduces capacity of the pipe. Third, the deterioration
of the existing manholes and pipe allows excessive inflow and infiltration into the
system, which increases the occurrences of the sewer overflows during wet weather and
periods of high groundwater. In addition to the insufficient capacity, some sections are now
exposed within the creek banks and are at risk of being washed away if the creek banks
continue to erode. Due to these issues, the aforementioned SOC was issued to the City of
High Point to make the appropriate repairs or replacement to the existing sewers s
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,
Updated 11/1/2005
Page 7 of 15

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. USACE turisdictional determination obtained October 10th, 2005.
USACE Action ID: 200620032. Site visit with Mr. John Thomas of USACE on February 22,
2007• site visit with Mr. Daryl Lamb of NCDWQ on March 1, 2007.
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 future permit requests are anticipated.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 maybe 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.
1. Provide a written description of the proposed impacts: Direct impacts to jurisdictional waters
can result from construction activities such as clearing, draining, and filling. It is anticipated
that 6.15 wetland acres will be temporarily impacted by construction of the project. The
impacts to most of these wetlands would be temporary, with natural vegetation being allowed
to regenerate in the construction corridor. Permanent maintenance will be established within
approximately 1.4 acres of wetlands once the line is constructed. The majority of these
wetland areas have already been impacted by the existing sewer line and maintenance.
During construction anti-seep collars will be used to prevent draining, and construction and
maintenance corridors will be limited to 40 feet and 10 feet respectively. Wetlands areas will
be returned to their post-construction contours and revegetated appropriately. Undisturbed
wetland areas have been avoided as much as possible b~~ the existing corridor for the
majority of the aligmnent. The streams along the corridor will be crossed at near
perpendicular angles.
Updated 11/1/2005
Page 8 of 15

2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
WA-100 Permanent -Maintenance Forested Yes 50-100 0.018
WA-100 Temporary -Clearing Forested Yes 50-100 0.402
WA-200 Permanent -Maintenance Forested Yes 50-150 0.076
WA-200 Temporary -Clearing Forested Yes 50-150 0.419
WB Permanent -Maintenance Forested Yes 50 0.017
WB Temporary -Clearing Forested Yes 50 0.068
WC Permanent -Maintenance Forested, herbaceous Yes 25-50 0.070
WC Temporary -Clearing Forested, herbaceous Yes 25-50 0.271
WD Permanent -Maintenance Herbaceous Yes 25-50 0.076
WD Temporary -Clearing Herbaceous Yes 25-50 0.323
WE Permanent -Maintenance Forested Yes 100-200 0.258
WE Temporary -Clearing Forested Yes 100-200 1.048
WF Permanent -Maintenance Forested Yes 50-100 0.157
WF Temporary -Clearing Forested Yes 50-100 0.654
WG Permanent -Maintenance Forested, scrub-shrub Yes 25-50 0.193
WG Temporary -Clearing Forested, scrub-shrub Yes 25-50 0.779
WI Permanent -Maintenance Forested Yes 0-25 0.072
WI Temporary -Clearing Forested Yes 0-25 0.301
WJ Permanent -Maintenance Forested Yes 25-50 0.019
WJ Temporary -Clearing Forested Yes 25-50 0.076
WK Permanent -Maintenance Forested Yes 100-200 0.118
WK Temporary -Clearing Forested Yes 100-200 0.474
WL Permanent -Maintenance Forested Yes 50-100 0.014
WL Temporary -Clearing Forested Yes 50-100 0.118
WM Permanent -Maintenance Forested Yes 25-50 0.006
WM Temporary -Clearing Forested Yes 25-50 0.108
WN Permanent -Maintenance Herbaceous No 25-50 0.092
WN Temporary -Clearing Herbaceous No 25-50 0.380
WP Permanent -Maintenance Forested, scrub-shrub No 25-50 0.129
WP Temporary -Clearing Forested, scrub-shrub No 25-50 0.532
WQ Permanent -Maintenance Forested No 0-25 0.0001
WQ Temporary -Clearing Forested No 0-25 0.038
WR Permanent -Maintenance Forested No 50-100 0.031
WR Temporary -Clearing Forested No 50-100 0.158
Updated 11/1/2005
Page 9 of 15

Total Wetland Impact (acres): (1.349 ac -Permanent; 6.148 ac -Temporary) 7.50
3. List the total acreage (estimated) of all existing wetlands on the property: >20 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
SA 100 UT to Payne Creek Temporary Intermittent 4 140 0.013
SA 200 UT to Payne Creek Temporary Intermittent 4 45 0.004
SE UT to Payne Creek Temporary Intermittent 5 41 0.005
SG UT to Payne Creek Temporary Intermittent 5 51 0.006
SH UT to Payne Creek Temporary Perennial 6 44 0.006
SI UT to Payne Creek Temporary Perennial 10 48 0.011
SQ UT to Payne Creek Temporary Intermittent 6 46 0.006
CA UT to Payne Creek Temporary Perennial 20 41 0.019
CB UT to Payne Creek Temporary Perennial 20 41 0.019
CC UT to Payne Creek Temporary Perennial 20 42 0.019
ST UT to Payne Creek Temporary Intermittent 5 40 0.005
CD UT to Payne Creek Temporary Perennial 20 49 0.022
CE UT to Payne Creek Temporary Perennial 20 44 0.020
CF UT to Payne Creek Temporary Perennial 20 41 0.019
CG UT to Payne Creek Temporary Perennial 15 41 0.014
SU UT to Payne Creek Temporary Perennial 6 35 0.005
Total Stream Impact (by length and acreage) 789 0.193
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill_ excavation. dred~in~. flooding. drainage. bulkheads. etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Updated 11/1/2005
Page 10 of 15

Stream Impact (acres) -- temporary: 0.19
Wetland Impact (acres): 7.50
Open Water Impact (acres): n/a
Total Impact to Waters of the U.S. (acres): 7.69
Total Stream Impact (linear feet) -- temporary: 789
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
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.):
Current land use in the vicinity of the pond:
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 maybe 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.
(see attached Impact Justification document)
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Updated 11/1!2005
Page 11 of 15

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 maybe 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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 (see DWQ website for most current
version.).
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.
Mitigation is planned to compensate for the effects of the impacts listed in Section VI.
These measures are addressed in the attached mitigation summary. Conservation easements
and/or deed restrictions will be acquired during the easement acquisition process for this
rp o~ect•
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five 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 ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
Updated 11/1/2005
Page 12 of 15

2. 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 ^
3. 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. Yes ^ No ® (Pending)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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.
* Impact Required
Zone r~,,,,~,-P f o+~ Multiplier ~~: , ,
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
Updated 1 I /1 /2005
Page 13 of 15
sewer SySlem Wnlcn causes ineses t)VeI11UW5. LUe W lne sCVCr1tY Ul lI1G prVU1GIll 111C l.lt
is under a Special Order by Consent (SOC) by the North Carolina Environmental Mana eg ment
Commission because they have failed to achieve reliable compliance with their National
Pollution Discharge Elimination System (NPDES) permit The proposed Project will replace the
old failing gravity sewer svstem. The wastewater conveyed by this sewer svstem is treated at the
City's Westside Wastewater Treatment Plant. The City owns and operates it's treatment plant
under the requirements of WWTF Permit No. NC 0024228. This project will not connect new
customers to the sewer svstem, it will only replace the existing sewer and therefore is being
permitted as zero flow.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ® No ^
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
See attached correspondence from the City of High Point detailing commitments to minimize
cumulative impacts that may result from this project.

YJJ/ YJ 7/ G!'J 'U f 1 O • GG f"11~ f UDl_ l1. JGt~V 1 I.LJ '> 1 f V`~JJOl7 I UV
XV. Otbier Circumstances (Optio~.al~:
It is rite Rpplies~t's z'esponsibility to submit the application suffcienrly in advance of desired
construction dates to alloyv processing rime for these permits. Howevez', an applicant may
choose to list constraints .associated with constructioA of sequencing that zmay' impose limits on
work schedules (e.,g., draw-dowry schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility protxl-~rns, ox odxex issues outssde of the applic~t's conCmt)

r~l,~r~ ~ 3 - 9- 07
Applicant/Ag~nt`s S g~atUre Dare
(Agent's signaaue is valid only if ari Aurhorization letter from the applicant is pzovided•)
Updalca 11lI/2Gf-S
page 15 of 1 S
nl ~ L771 .+•. nar n~tr~.~~urn.~~ unil iillM~il fAA7 C Uvili

City of High Point
Strib Boynton
CITY MANAGER
NORTH CAROLINA'S INTERNATIONAL. CITY'"
February 7, 2007
Allen Ratzlaff
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Shari Bryant
North Carolina Wildlife Resources Commission
P..O. Box 129
Sedalia, NC 27342-0129
Dear Mr. Ratzlaff%Ms., Bryant:
0 7 ~ 0 84 3
The purpose of this letter is to update you on the status of the City of High Point Kool Pool Outfall
Environmental Assessment (EA} and Westside Wastewater Plant Secondary and Cumulative Impact
Mitigation Plan (Plan), and the commitments the City is making to help move these projects foxwax~d.
As you axe already aware from oux~ meeting on August 4, 2006, the City is proposing to move ahead with
the EA fox the Kool Pool Outfall while beginning to develop a Plan fox the entire Westside Wastewater
Treatment Plant service area., The intention of this approach is to enable the City to address the State
Special Ox•dex~ by Consent (SOC} as quickly as possible to alleviate cuxx•ent watex• quality issues along the
Kool Pool Outfall, while not allowing significant secondary and cumulative impacts {SCI} to occur within
the service area.. The results of'this meeting were documented in letters from HDR and your responses.,
The City understands the sensitive environmental issues at hand, and is appreciative of your willingness
to work with us in order to address the existing and future environmental issues while moving foxwaxd
with this important project in a proactive mannex•,. In order for us to resubmit the Kool Pool EA while
prepazixxg the Plan, the City is committing to the following:
1.. The City and their consultants will develop a Plan for the entire Westside Wastewater Treatment
Plant service area, rather than ,just the Kool Pool outfall.. This process has already begun and
scoping will occur in .)anuaxy.
2, The City is currently performing an assessment of Rich Fork and has committed one million
dollars to the stabilization and enhancement of the stream in association with the Westside
Wastewater Treatment Plant project..
P.~O., 230, 21 i South Hamilton Street, High Point, NC 27261 USA
Fax: [phone] Phone: 336..883..xxxx TDD: 336.883.851 7

In or~dex to allow the Kool Pool EA to move forward, while the Plan is being developed, the City
will limit new development approvals and sewer connections in the Kool Pool service area to
those that meet the following criteria:
a.. Developments that ar•e approved by the City's Technical Review Committee on or before
February 1, 2007 that are allowable under the SOC; or
b, Developments where the developer is willing to adjust their designs to comply with the
eventual requirements of'the Plan.
After February 1, 200'7, if'a developer wishes to get approval of'a development in the Kool Poal service
area, then the development's design would have to meet the eventual standards of'the Plan.. This would
be accomplished by either designing for the requested mitigation measures suggested in ,your previous
responses or updated mitigation measures based on further negotiations that have achieved agency
agreement. It should be noted that no land development within the Northeast Davidson County area that
is under the City's jurisdiction has been approved without going through the Conditional Use Permit
process, where conditions were attached to provide classified stream buffers, floodplain protection, steep
slope protection and common area open space, The City has been implementing these policies of the
Northeast Davidson Area Plan through conditional use zoning since January 1, 2003. Attached is a chart
listing all the development approvals since Tanuary 1, 2003 confirming these protection measures.. This
documentation shows that the City has been, and will continue to be, proactive in the review and approval
of development practices that protect the environment and comply with the Northeast Davidson County
Land Use Plan.,
We believe these commitments meet your r~equir~ements, and will allow us to move forward with the Kool
Pool EA as a direct impact assessment, while minimizing SCI until such time as an approved Plan can be
implemented • The commitments also allow carefully planned developments to move forward at their own
risk with designs that will meet or ea~ceed the eventual Plan requirements..
Thank you fox your cooperation in this endeavor, and if' you have any questions feel free to contact me at
your earliest convenience..
Sincerely,
~ ~~
Strib Boynton
City Manager
Cc: Hannah Stallings, NCDWQ
Melba McGee, NCDENR
Chzis Thompson, P.,E.., City of'High Point
Lee Burnette, City of'High Point
Matthew Schultz, P.,E •, HDR, Inc .
Philip May, Carolina Ecosystems, Inc ,

Kool Pool Property Owner List
Bobby Nelson
Fay Wall
Billy Walker
Jacob Burton
CB Cecil
J. Knox Teague
William Hare
Freddie Sink
Keith Blackburn
Dwight Yokely Upton
Thomas Cridlebaugh
John Edward Kiefer
James McInnis
Kirby Bryson
Raymond Bryson
Robert Bryson
Full Armour Christian
Sarah H. Kennedy
Burton Run LLC
George Bryce
Elaine Darr
Danny Davis
Harold Cecil
Jack McGrew
Fares Uptonh
Joann Porter
Pleasant Grove Meth
Jeanette Burton
Randall H. Jones
Donald Sink
Coy Blair
JC Cridlebaugh
Ted Linville Myers
Delila Cecil
Ronald Kennedy
Heather Hoffman
RS Byerly
163030000002E
16304000000276
1631100000013
1631100000006
1630400000021
16303A00000010
1630200000091
16304000000186
1630300000081
1630300000022
1630400000029
1630300000024
18000140001000001
180018800001000024
1800018800010000026
1800018800010000025
1631100000011
1630300000021
18000104000100003
1630300000033A
1630300000026
18000140000100001
16304000000270
1631100000079A
1630300000022
16311000000796
180001040000100009
1630300000033
1631100000002
1630400000018A
1630300000037
1630260000114
1630200000018
1630400000033
1630400000033
1603000000034
1631100000015
1631100000009
1630300000023

Kool Pool Outfall
City of High Point
Impact Justification
General Goals and Design Issues
The design of the replacement of the Kool Pool outfall was accomplished through a
multidisciplinary approach with input from several stakeholders. This design had to
balance multiple offsetting goals:
1. Minimizing wetland impacts including:
a. Undisturbed wetlands along the current outfall corridor;
b. Disturbed wetlands within the existing corridor;
c. High quality bottomland wetland systems along the Payne Creek
floodplain.
2. Minimizing stream impacts including:
a. Reducing the number of stream crossings as much as possible;
b. Maximizing buffers between the proposed outfall and adjacent stream
channels;
3. Minimization of secondary effects including:
a. Potential for the stream channel to migrate closer to the new outfall in
sections where the channel is unstable;
b. Potential for contaminants to be released into the surface waters.
4. Reduction of habitat loss and preservation of habitat corridors along the project:
a. Retaining the maximum practical forested buffer along stream channels;
b. Limiting the dissection of habitat corridors from multiple lines;
c. Limiting clearing of forested areas along the corridor.
5. Preventing ongoing water quality issues associated with the line:
a. Sizing the line appropriately for current flows and future conditions to
prevent spills;
b. Accelerating the construction of the line to limit further discharges.
The aforementioned goals had to be balanced during the design process. Often these
goals offset each other. For example, moving the line away from the stream channel to
increase buffers generally resulted in additional impacts to wetlands that are of higher
quality than those along the current maintenance corridor.
Throughout the development of the project, a multidisciplinary team has been involved in
the design and received input from many key stakeholders. Initially, the design engineer
and an environmental scientist walked the entire length of the line to examine current
conditions and determine the best location for a new line given both engineering and
environmental constraints. Input from the City of High Point, the US Army Corps of
Engineers, the NC Wildlife Resources Commission, NC Division of Water Quality, and
the US Fish and Wildlife Service was collected, evaluated, and applied to the project
design to maximize all of the goals above.

Several design constraints were encountered that had to be overcome in balance with the
goals. These included:
1. Controlled horizontal and vertical placement of the line due to numerous existing
tie-ins along the outfall that must be maintained.
2. Having to build the new line while continuing to operate the existing line, which
resulted in minimizing crossings of the two lines unless absolutely necessary.
3. The existing line, built in the 1930's, has many segments that are at or below
current required minimum grades. Therefore, diverting the new line away from
the existing corridor too much would add length, which in turn would reduce the
slope even further. This could not be accomplished along the segments that are
already at minimum grade.
4. Extremely steep ridges at the edges of the floodplain, which would drastically
increase costs if the line were located outside the 100-year floodplain.
5. Areas of shallow bedrock that had to be avoided to the greatest extent practical.
Impact Site Justification
The following impact sites are numbered based on the HDR delineation presented in the
Kool Pool Wetlands Delineation plan set. The sequence starts at the Westside
Wastewater Treatment Plant and moves up the line. Bottomland hardwood forests,
scrub-shrub, and maintained wetland pastures were present and located in the floodplain
along Payne Creek. Seventeen wetlands are located within the project corridor with
approximately 1.349 ac. (58,744 Sq. Ft.) permanently impacted due to the future
maintenance corridor and 6.148 ac. (267,820 Sq. Ft.) temporarily impacted during
construction.
Vegetation in the forested bottomland systems consisted of mature or maturing deciduous
hardwoods. Woody vegetation predominately consisted of red maple (Ater rubrum),
sweet gum (Liquidambar styraciflua), green ash (Fraxinus pennsylvanica), box-elder
(Ater negundo), sycamore (Platanus occidentalis), silky dogwood (Corpus amomum),
Chinese privet (Ligustrum sinese). Wetland hydrology indicators included saturated soils
and oxidized root channels. Soils were clay loams and colors were ranged from dark
grayish brown to black (lOYR 4/2 to SY 4/1) with mottles ranging from brown to dark
yellowish brown (lOYR 4/3 to lOYR 4/4).
The maintained scrub shrub wetlands and wet pastures were dominated by herbaceous
and woody vine species. Few woody shrub species consisted of typical species found in
these communities such as silky dogwood, brook-side alder (Alnus serrulata), and black
willow (Salix nigra). Herbaceous and vine species consisted of soft rush (Juncus
effusus), sedges (Carex spp.), jewelweed, goldenrods, yellow-flag iris (Iris pseudocorus),
poison ivy (Toxicodendron radicans), and Virginia creeper (Parthenocissus
quinquefolia). Wetland hydrology indicators consisted of saturated soils, drainage
patterns in wetlands, and oxidized root channels. Soils were mostly clay or silty loams

and colors ranged from dark grayish brown to gray (1 OYR 4/2 to lOYR 5/1) with strong
brown mottles (7.SYR 5/8).
WA-100
Bottomland Hardwood Wetland
0.018 ac (792 Sq.Ft.) Permanent Impact
0.402 ac (17,493 Sq.Ft.) Temporary Impact
This forested wetland is located between a steep ridge and Payne Creek. Locating the
line outside the wetland would result in either cutting through this ridge, or moving closer
to the stream channel, which is approximately 50 feet from the current line. Within this
wetland, an unimportant intermittent stream channel (SA-100) with ditch-like
characteristics has an unusually large temporary impact length (140 feet) due to a turn it
makes within the construction corridor. Anear-perpendicular crossing of this ditch could
not be accomplished due to the aforementioned ridge and the line's proximity to Payne
Creek.
WA-200
Bottomland Hardwood Wetland
0.076 ac (3,315 Sq. Ft.) Permanent Impact
0.419 ac (18,263 Sq. Ft.)Temporary Impact
This large wetland comprises most of the floodplain south of Payne Creek, and the
quality of the wetland increases further from the stream channel. The edge of the
floodplain is a steep slope. The existing stream bank is relatively unstable in this section,
making it unwise to move the line closer to the stream channel due to future migration
potential. However, the presence of a junction with an existing outfall prevented moving
further away from the stream. The line is currently located in disturbed scrub-shrub
wetland, while the remaining floodplain is bottomland hardwood forest. Maintained
herbaceous and scrub shrub vegetation comprise approximately 50% of the total wetland
area. The edge of this forest would be cleared to make room for the new line.
WB
Floodplain Forested Wetland
0.017 ac (758 Sq. Ft.)Permanent Impact
0.068 ac (2,967 Sq. Ft.) Temporary Impact
This small forested floodplain wetland is located adjacent to a steep ridge at the edge of
the floodplain, where the stream channel is less than 50-feet from the corridor. The
existing line is almost in the stream bank at this location, and the channel has potential to
continue to erode the banks. The new line has been moved to the back edge of the
floodplain, against the ridge, to maximize the stream buffer but cannot avoid the wetland
impact.
WC
Floodplain Forested Wetland & Wet Pasture

0.070 ac (3,068 Sq. Ft.) Permanent Impact
0.271 ac (11,785 Sq. Ft) Temporary Impact
This wetland is composed of near equal portions of forested floodplain wetland and wet
pasture. The new outfall runs through the herbaceous pasture wetland in this location.
Avoiding this area would either move the line back within 50 feet of the stream channel
or impact the forested wetland portion on the back edge of the pasture.
WD
Wet Pasture
0.076 ac (3,321 Sq. Ft.) Permanent Impact
0.323 ac (14,056 Sq. Ft.) Temporary Impact
This impact is another herbaceous pasture wetland area. The proposed line moves away
from the stream in order to cross an existing natural gas pipeline at a 90-degree angle as
required. This forces the line into the pasture and the wetland. The line location avoids
the forested wetland area at the back of the pasture.
WE
Bottomland Hardwood Wetland
0.258 ac (11,227 Sq. Ft.) Permanent Impact
1.049 ac (45,639 Sq. Ft.) Temporary Impact
This is a large bottomland hardwood wetland that extends across the entire floodplain.
Avoidance of this area would involve a long length of relocation, which is not possible
since the line is already at minimum grade. Therefore, the new line was located along the
existing corridor in order to maintain that grade and limit clearing activity within the
bottomland system. To keep the line at the same length (and grade) it would need to be
located close to Payne Creek. This was not practical since the stream banks in the
pasture are very unstable (currently they are armored with old concrete slabs to limit
further erosion). This section of Payne Creek has the potential to rapidly deteriorate and
begin to meander into this pasture, which would seriously threaten a utility line located
near the streambank.
WF
Bottomland Hardwood Wetland
0.157 ac (6,821 sq. ft.) Permanent Impact
0.654 ac (28,474 sq. ft.)Temporary Impact
This is another large bottomland hardwood wetland system with some upland areas
(levees and drainage effect) directly adjacent to the stream channel. Avoidance of this
area was considered, however there are two critical points where the stream channel is
within 50 feet of the existing line and is unstable. Therefore, the proposed outfall needs
to be located on the south side of the existing line. In order to maintain the minimum
grade, the new line could not be lengthened and moved out of the wetlands.

Approximately 20% of the proposed permanently impacted area is dominated by
herbaceous vegetation.
WG
Bottomland Hardwood & Scrub-Shrub Wetland
0.193 ac (8,416 sq.ft) Permanent Impact
0.779 ac (33,940 sq.ft.)Temporary Impact
This wetland extends from the toe of the floodplain at a steep slope almost all the way to
the stream channel. The existing line is within 20 feet of the stream, which is not stable
in this area. The new line has been moved away from the stream and cannot avoid the
wetland impact while maintaining at minimum a 30 foot setback from the banks.
Approximately 20% of the proposed permanently impacted area is dominated by
herbaceous and immature woody vegetation.
WH
Bottomland Hardwood Wetland
0 ac Permanent Impact
0 ac Temporary Impact
This large forested wetland was avoided completely by crossing the existing line while
maintaining a 50-ft setback from the stream.
WI
Bottomland Hardwood Wetland
0.072 ac (3,151 Sq. Ft.) Permanent Impact
0.301 ac (13,113 Sq. Ft.) Temporary Impact
This is a large forested wetland that comprises a lot of the floodplain forest and adjacent
pasture. The maintenance corridor will permanently impact approximately 80% forested
wetland and 20% maintained herbaceous vegetation. Avoidance of this impact would add
a significant amount of length to the line, which is already at minimum slope in this area.
WJ
Forested Wetland
0.019 ac (809 Sq. Ft.) Permanent Impact
0.076 ac (3,332 Sq. Ft.)Temporary Impact
This impact is a relatively thin forested drainage that extends across the entire floodplain,
and is therefore unavoidable.
WK
Bottomland Hardwood Wetland
0.118 ac (5,145 Sq. Ft.) Permanent Impact
0.475 ac (20,688 Sq. Ft.) Temporary Impact

This large wetland extends across the entire floodplain and is therefore unavoidable.
Impacts to this wetland were minimized by remaining on the existing line corridor and
avoiding the portion of the wetland nearest the stream channel.
WL
Floodplain Forested Wetland
0.014 ac (629 Sq. Ft.) Permanent Impact
0.118 ac (5,122 Sq. Ft.) Temporary Impact
This small forested wetland drainage is unavoidable due to topography and the bend in
the stream channel at this location.
WM
Floodplain Forested Wetland
0.006 ac (252 Sq. Ft.) Permanent Impact
0.108 ac (4,692 Sq. Ft.)Temporary Impact
This wetland is similar to WL. Impacts are unavoidable due to a steep ridge and
proximity to stream.
WN
Scrub-Shrub Wetland
0.092 ac (4,027 Sq. Ft.) Permanent Impact
0.380 ac (16,552 Sq. Ft.)Temporary Impact
This wetland area extends from the steep upland slopes across the floodplain to the
stream. The impacted area is comprised of approximately 70% maintained herbaceous
vegetation with immature woody vegetation in the surrounding existing area. The impacts
are unavoidable and therefore reduced by using the existing corridor.
WP
Bottomland Hardwood & Scrub-Shrub Wetland
0.129 ac (5,641 sq.ft.) Permanent Impact
0.532 ac (23,179 sq. ft.) Temporary Impact
This large wetland area consists of scrub areas adjacent to the maintained sewer corridor,
some open water marsh, and a bottomland forest. Impacts to the open water marsh area
were minimized by staying on the existing line. The open water habitat is one of the few
along the length of the line, and considered important enough to maintain only a 30-ft
buffer to the stream in several locations. The line runs in and out of the edge of the
wetland area.
WQ
Bottomland Hardwood Wetland
0.0001 ac (7 Sq. Ft.)Permanent Impact
0.038 ac (1,676 sq. Ft.)Temporary Impact

This small wetland area was impacted due to the shifting of the line away from the
stream. The channel in this section is very unstable and has already migrated over the
existing line. A minimum offset of 50 feet was maintained while avoiding the majority
of the wetland area, which extends back through the floodplain.
WR
Forested Wetland
0.031 ac (1,365 Sq. Ft.) Permanent Impact
0.158 ac (6,864 Sq. Ft.) Temporary Impact
This forested wetland was mostly avoided so the line only impacts the edge of the area.
This is unavoidable in order to maintain a stream buffer at several points where it is close
to or on top of the existing line.
WS
Forested Wetland
0 ac Permanent Impact
0 ac Temporary Impact
This forested wetland was avoided completely.
Wetland Im act Summa
Wetland Permanent Impacts
Acres S . Ft. Temporary Impacts
Acres S . Ft.
WA-100 0.018 792 0.402 17,493
WA-200 0.076 3,315 0.419 18,263
WB 0.017 758 0.068 2,967
WC 0.070 3,068 0.271 11,785
WD 0.076 3,321 0.323 14,056
WE 0.258 11,227 1.049 45,639
WF 0.157 6,821 0.654 28,474
WG 0.193 8,416 0.779 33,940
WH - - - -
WI 0.072 3,151 0.301 13,118
WJ 0.019 809 0.076 3,332
WK 0.118 5,145 0.474 20,668
WL 0.014 629 0.118 5,122
WM 0.006 252 0.108 4,692
WN 0.092 4,027 0.380 16,552
WP 0.192 5,641 0.532 23,179
WQ 0.0001 7 0.038 1,676
WR 0.013 1,365 0.158 6,864
WS - - - -
TOTAL 1.349 58,744 6.148 267,820

Mitigation Summary - Kool Pool Outfall
As mitigation for the anticipated permanent (1.11 acres forested and 0.24 acres of herbaceous) and
temporary (6.15 acres) wetland impacts for this project, we propose to restore approximately 1.84
acres of forested wetlands and 3.64 acres of riparian buffers. Throughout the majority of the
mitigation sites, the target natural community will be a Piedmont Bottomland Forest. Where the
project area encompasses portions of upland slopes adjacent to the floodplain areas the target
community will be a Mixed Mesic Hardwood Forest. In some areas, remnants of the target natural
communities currently exist with mature individuals of the desired species. As much as possible in
these areas, the zone of construction activity will be limited to lessen damage to individual stems.
Maintaining existing trees in place with intact root masses will contribute to post-construction slope
soil and stream bank retention. Areas with existing tree canopy will receive primarily understory
species plantings.
Native woody species will be used to restore the wetland and riparian buffer areas. In some areas the
buffer planting zone will extend 50-75 feet as the riparian buffer plantings will encompass the area
between the stream and the utility corridor. Species selected for planting will be dependent upon
availability of local seedling sources. Advance notification/coordination with local nurseries (1 year)
will facilitate availability of various non-commercial elements.
After preparing the soil appropriately (soil amendment, ripping, etc.), bare-root seedlings will be
planted within the specified areas at a minimum density of 436 stems per acre (based on an average
10' x 10' spacing) to achieve a mature survivability of 320 trees per acre. Woody vegetation planting
will be conducted during dormancy. Annual forest vegetation monitoring will occur for 3 years after
construction to document the success of the plantings. If an average density of 320 trees per acre is
not achieved then additional plantings may be required. Amongst the 320 trees per acre, a species
diversity goal of no more than 20% of any one species is proposed.
Along stream banks, live stakes and/or bare root seedlings may be used to provide natural
stabilization. Appropriate species identified for live staking include elderberry (Sambucus
canadensis), silky willow (Salix sericea), silky dogwood (Corpus amomum), and black willow (Salix
nigra).
The following species are targeted for use for the project:
Trees
American sycamore (Platanus occidentalis)
American elm (Ulmus americana)
Green ash (Fraxinus pennsylvanica)
River birch (Betula nigra)
Sugarberry (Celtis laevigata)
Willow oak (Quercus phellos)
Water oak (Quercus nigra)
Tulip poplar (Liriodendron tulipifera)
Black walnut (Juglans nigra)
Shagbark hickory (Carya ovata)
Bitternut hickory (Carya cordiformis)
Shrubs / Understorv Trees
Alder (Alnus serrulata)
American beautyberry (Callicarpa americana)
Black willow (Salix nigra)
Buttonbush (Cephalanthus occidentalis)
Elderberry(Sambucus canadensis)
Silky dogwood (Corpus amomum)
Silky willow (Salix sericea)
Other Trees (upland species. where appropriate)
American beech (Fagus grandifolia)
American elm (Ulmus americana)
White ash (Fraxinus americana)
Bitternut hickory (Carya cordiformis)
Black gum (Nyssa sy/vatica)
Northern red oak (Quercus rubra)
White oak (Quercus a/ba)
Persimmon (Diospyros virginiana)
Herbs /Seed Mixture
Swamp sunflower (Helianthus angustifolius)
Ironweed (Vemonia noveboracensis)
Swamp milkweed (Asclepias incamata)
Joe-pye-weed (Eupatorium fistulosum)
Tearthumb (Polygonum sagittatum)
Bushy beard grass (Andropogon glomeratus)
Deertongue (Panicum clandestimum)
Switchgrass (Panicum virgatum)

roint vvest ~:~4uuu iopo t~uaa --
USGScirca 1969, photorevised 1987
Proposed Gravity Sewer Line
Counties
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Kool Pool Outfall Improvement EA
•. ~ -
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