20041911 Ver 1_COMPLETE FILE_20041129

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name City of 1\lount Holly : Taylors Creek Sewer
Project Number 04 1911
Recvd From APP
Received Date 11/29/04
Project Type sewer line
Recvd By Region
Region Mooresville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12 Stream O Y O N 11-119-5 Nvs[v F 30,833. 0.10 280.00
F__ I-- O Y70 N F__ F__ F_ F__ F__ F__
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y @N
Have Project Changes/Conditions Been Discussed With Applicant? ©O Y O N
Is Mitigation required? O Y @ N Recommendation: OQ Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Alan Johnson
Rex C-1IPason
County Gaston
County2
Longitude (ddmmss)
S taff visited the site on D ecember 19- 0202 04. Applicant req uests approval for 7 sewer line
cros sings acro ss Taylors Cre ek. The best cas e scenario wou ld to follow the creek along the golf
cour se side, ho wever this wo uld have required compensation to the golf course for loss use. On the
opp osite side o f the creek ac ross from the golf course, the st ream , at several places- is located
alon g the toe s lope. The des ire to minimize im pacts to the g olf course and the location of the stream
in pl aces along the toe slope "caused" the sew er line to "zig7 ag" across the stream than what would
"nor mally" be p roposed.
T he "perma nent" stream crossings for the m aintenance co rridor will be reduced to 12 ft. Much of
the stream is b edrock and th e need for rip rap should be mini mal. Because much of the right of way
has been apnr oved, re-align ment would be at t his late date is not feasible.
I ssued by M RO,
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: Project Name:
DwQ#: q1 Z
County:
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
MRO Alan Johnso ? WSRO Daryl Lamb
El RRO Mike Hora
From: L -Z : (919)
The file attached is being forwarded to ?,our for your evaluation.
Please call if you need as?jstance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
J?hMinimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

r,:_3 n
0
US INFRASTRUCTURE OF -CAROLINA, INC.
01 -US)P
011C V CONSULTING ENGINEERS
November 23, 2004
Mr. Tim Smith
Army Corps of Engineers
Asheville Regulatory Office
151 Patton Ave, Room 143
Asheville, NC 28801-5006
RE: Pre-Construction Notification Application
Taylors Creek Sanitary Sewer to East Gaston High School
Mount Holly, North Carolina
USI Project No. 010201-2005
Dear Mr. Smith:
@LDdL
D
NOV 2 9 2004
DENR - WATER QUALITY
?YETLAtlDS AND STORUWATER BRANCt1
Enclosed is the Pre-Construction Notification Application (PCN) for the Nationwide permit that requires
notification to the Corps of Engineers. The City of Mount Holly is making application for a sanitary sewer
extension to be constructed under Nationwide Permit No. 12. The enclosed maps show the vicinity of the
project, the proposed alignment of the sewer line at the stream crossings, and the proposed creek bank
stabilization methods. Every effort has been made for the design of the sewer to conform to the Conditions of
Certification listed with the Nationwide Permit. However, onsite conditions and other factors have effected
some change from the general conditions of certification. Below is a list of deviations:
• Condition No. 5: Some creek crossings require multiple lengths of pipe. Ferrous material pipe, with
watertight joints, is specified at each creek crossing.
• Condition No. 9: The City of Mount Holly needs a 4:1 slope at the sewer line crossing of the streams
to allow access for maintenance vehicles. Riprap with filter fabric is required along the entire length
of the slope to provide stabilization and prevent erosion.
• Condition No. 15: The City of Mount Holly requires a 20-foot wide permanent sanitary sewer
easement to provide access for sewer line maintenance.
Please review the enclosed application and notify us of your comments. If you have any questions, please
contact us at 704-342-3007.
Sincerely,
USInfrastructurre.,^ -
Bonnie Fisher, P.E.
Senior Engineer
Enclosures
cc: John Dorney (NCDENR DWQ) with seven copies and $ 475.00 fee
Don Price, City of Mount Holly

1043 E. Morehead St. • Suite 203 • Charlotte, NC 28204
[phone] • Fax [phone]
E-mail: charlotteCusinfrastructure.com

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ ?l o•
(If any particular item is not applicable to tlus project, please enter "Not Appticame or .,IVA .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Pen-nit 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 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
Owner/Applicant Information
Name: City of Mount Holly
Mailing Address: P.O. Box 406
Mount Holly NC 28120
Telephone Number: 704-822-2939 Fax Number:-704-822-2933
E-mail Address: donprice(a)ci mount-holly nc us
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: US Infrastructure of Carolina, Inc.
Company Affiliation: Consulting Engineers
Mailing Address: 1043 E. Morehead Street, Suite 203
Charlotte NC 28204
Telephone Number: 704-342-3007 Fax Number: 704-342-1666
E-mail Address: fisherb?aLusinfrastructure.com
Page 5 of 13
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: Taylors Creek Sanitary Sewer to East Gaston High School
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Gaston Nearest Town: Mount Holly
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From I-85 in Gaston County
travel north on Hwy 273 (Exit 27). Make left onto Hwy 27. Turn left onto Westland Farm
Road Make left onto Lane Road and left onto Dana Street. Project begins near intersection
of Lane Road and Dana Street.
5. Site coordinates, if available (UTM or Lat/Long): see attached
(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 water body.)
6. Property size (acres): 8.0 acres within temporary and permanent utility easements
7. Nearest body of water (stream/river/sound/ocean/lake): Taylors Creek
8. River Basin: Catawba River
(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.ne.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: Mostly wooded areas; a golf course, and some residential
areas.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: Located
in northeast Gaston County along Taylors Creek (a tributary of Dutchman's Creek), the
proposed sewer begins at an existing sewer manhole near Lane Road and Westland Farm
Road just outside the city limits of Mount Holly. The sewer line with associated manholes,
will be constructed parallel to Taylors Creek and an unnamed tributary for approximately
8,733 feet The sewer line will be extended to East Gaston High School, and the existing
wastewater treatment plant at the school will be abandoned. Typical equipment used for this
type of work are trackhoes loaders and dump trucks.
11. Explain the purpose of the proposed work: To provide sanitary sewer service to East
Gaston High School and the surrounding areas.
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.
N/A
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.
N/A
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
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: Clearing of easement, and
excavation of streambed and banks and for placement of sanitary sewer pipe. Excavation of
approximately 105 feet through one delineated wetland area .
2. Individually list wetland impacts below:
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***
W1 Excavation 0.10 No 50 feet Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 511,
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:/hvww.fema.cov.
*** 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: 0.10 acre
Total area of wetland impact proposed: 0.10 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Excavation/ riprap 40 Taylors Creek 30 P
2 Excavation/ riprap 40 Taylors Creek 30 P
3 Excavation/ riprap 40 UT 16 P
4 Excavation/ riprap 40 UT 14 P
5 Excavation/ riprap 40 UT 30 P
6 Excavation/ riprap 40 UT 24 P
7 Excavation/ riprap 40 UT 12 I
* 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),
Page 8 of 13
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.us?s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 280 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
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.
N/A

* 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
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 nronosed sanitarv sewer line has been located as far as Dractical from the stream and
stream banks. Stream crossings have been utilized only where necessary to provide a corridor
where the sewer line can be reasonably constructed (many of the adjacent bank areas are too
steep on one side of the stream to economically install the line; the opposite side is then chosen
Page 9 of 13
for the sewer alignment) The proposed sewer line crosses one potential wetland for a distance of
approximately 105 feet The crossing is roughly12eEpendicular to the wetland. Erosion control
measures will be installed between the top of stream banks and the proposed construction where
the sewer line parallels the creek along the entire length of the project
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 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.nc.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.
N/A
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
Page 10 of 13
[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.ne.us/wm/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):
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 ® 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
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 ?
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 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 11 of 13
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.
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 onlv existing impervious site areas are asphalt roads that the utility line crosses. Proposed
conditions are the same as existing No storm water controls are required.
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.
The wastewater will be treated by the Mount Holly Wastewater Treatment Plant.
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 an after-the-fact permit application?
Yes ? No
Page 12 of 13
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
chose 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).
"?pplicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
TAYLORS CREEK SANITARY SEVER to
EAST GASTON HIGH SHCOOL
STREAM CROSSING COORDINATES
STREAM CROSSING
NUMBER
PLAN STATION
UTM COORDINATES
1 167+00 17 4950313908090
2 191+30 17 494438 3907994
3 209+50 17 4940613908147
4 214+75 17 493869 3908211
5 222+50 17 493749 3908293
6 225+65 17 493695 3908326
7 230+50 17 493414 3908405
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ALL CISTVRBM AREAS VI BE STAMM WTH THE APPROPRIATE
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DSIURSANCE.
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REMOVE ALL TEWP)RARY UEASUFES WD 15TALL THE APPP7kATE
PtHMA 41 VECEIAnYE 57ASIJZAICN 10 ALL DISTURBED AHLAS
5. A CC94SIRUCnON ENTRANCE WU BE P-001RED IF THE CONTRACTCA
[EWCIS A SPECIFIC ABTA FOR MATLRJA_S OR EM"I-NT STORACE
MAINTENANCE PLAN:
1. All TEMPORARY EROSMR AND °ENMENT [CONTROL PRACTICES W1
IN%TAUID AS NC'M ON THE EROSCN CONTRCI DET4:S. ANY NECOED
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VEGETATIVE PLAN'
1. AH.L Dl:n!RRFD AKAS WIL BE STABIL12F0 BY FFFVANENTLY
VECETATNC AIN SEED AND NULCN AS RECOMMENCED BY THE
PERMANENT SELLING SPECIF)CATIONS
SOIL TYPES:
CH - CHFWACLA LOAM
G102 - CAStCIN SANDY CLAY LOA4
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DATES TYPO RA1E AMEN,VFNTS
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4SL%16'W%26.0 AT 4:1 ALPO
RESTORE REMAINDER OF DISTURBED STREAM
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MTH CLASS I RIP RAP W/17LTLR FABRIC. 26•
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PROP. a-ASS I RP AM W/AL7FA FABRIC STA. 213+9510 ANTI-SEEPAGE WEAR \.`
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UNNAMED TRIBUTARY
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RESTORE REMAINDER OF STREAM DAMN TO TBM-608.14
ITS ORDINAL SLOPE ANO STABILIZE NiH IL M I9'
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USI ?` US INFRASTRUCTURE OF CAROLINA, INC.
CONSULTING ENGINEERS
November 23, 2004
Mr. Tim Smith
Army Corps of Engineers
Asheville Regulatory Office
151 Patton Ave, Room 143 D
Asheville, NC 28801-5006 NOV 2 9 2004
RE: Pre-Construction Notification Application DENR - WATER QUALITY
Taylors Creek Sanitary Sewer to East Gaston High School WETLANDS AND STORMWATER BRANCH
Mount Holly, North Carolina
USI Project No. 010201-2005
Dear Mr. Smith:
Enclosed is the Pre-Construction Notification Application (PCN) for the Nationwide permit that requires
notification to the Corps of Engineers. The City of Mount Holly is making application for a sanitary sewer
extension to be constructed under Nationwide Permit No. 12. The enclosed maps show the vicinity of the
project, the proposed alignment of the sewer line at the stream crossings, and the proposed creek bank
stabilization methods. Every effort has been made for the design of the sewer to conform to the Conditions of
Certification listed with the Nationwide Permit. However, onsite conditions and other factors have effected
some change from the general conditions of certification. Below is a list of deviations:
• Condition No. 5: Some creek crossings require multiple lengths of pipe. Ferrous material pipe, with
watertight joints, is specified at each creek crossing.
• Condition No. 9: The City of Mount Holly needs a 4:1 slope at the sewer line crossing of the streams
to allow access for maintenance vehicles. Riprap with filter fabric is required along the entire length
of the slope to provide stabilization and prevent erosion.
• Condition No. 15: The City of Mount Holly requires a 20-foot wide permanent sanitary sewer
easement to provide access for sewer line maintenance.
Please review the enclosed application and notify us of your comments. If you have any questions, please
contact us at 704-342-3007.
Sincerely,
USInfrastructure
Bonnie Fisher, P.E.
Senior Engineer
Enclosures
cc: John Dorney (NCDENR DWQ) with seven copies and $ 475.00 fee
Don Price, City of Mount Holly

1043 E. Morehead St. • Suite 203 • Charlotte, NC 28204
[phone] • Fax [phone]
E-mail: [e-mail]
Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No. +? .
(If any particular item is not applicable to tlus project, please enter "toot Appttcame or ..iN/A .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 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 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: ?
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
1. Owner/Applicant Information
Name: City of Mount Holly
Mailing Address: P.O. Box 406
Mount Holly NC 28120
Telephone Number: 704-822-2939 Fax Number: 704-822-2933
E-mail Address: donpricea ci mount-holly nc us
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: US Infrastructure of Carolina, Inc.
Company Affiliation: Consulting Engineers
Mailing Address: 1043 E. Morehead Street Suite 203
Charlotte NC 28204
Telephone Number: 704-342-3007 Fax Number: 704-342-1666
E-mail Address: fisherb(a?usinfrastructure.com
Page 5 of 13
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: Taylors Creek Sanitary Sewer to East Gaston High School
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Gaston Nearest Town: Mount Holly
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): Frorn I-85 in Gaston County
travel north on Hwy 273 (Exit 27). Make left onto Hwy 27. Turn left onto Westland Farm
Road Make left onto Lane Road and left onto Dana Street. Project begins near intersection
of Lane Road and Dana Street.
5. Site coordinates, if available (UTM or Lat/Long): see attached
(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 water body.)
6. Property size (acres): 8.0 acres within temporary and ermanent utility easements
7. Nearest body of water (stream/river/sound/ocean/lake): Taylors Creek
8. River Basin: Catawba River
(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.ne.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: Mostly wooded areas; a golf course, and some residential
areas.
Page 6of13
10. Describe the overall project in detail, including the type of equipment to be used: Located
in northeast Gaston Counting Taylors Creek (a tributary of Dutchman's Creek), the
proposed sewer begins at an existing sewer manhole near Lane Road and Westland Farm
Road Lust outside the city limits of Mount Holly. The sewer line with associated manholes,
will be constricted parallel to Taylors Creek and an unnamed tributary for approximately
8,733 feet The sewer line will be extended to East Gaston High School, and the existing
wastewater treatment plant at the school will be abandoned. Typical equipment used for this
type of work are trackhoes loaders and dump trucks.
11. Explain the purpose of the proposed work: To provide sanitary sewer service to East
.,h School and the surrounding areas
Gaston Hip
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.
N/A
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.
N/A
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
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: Clearing of easement, and
excavation of streambed and banks and for placement of sanitary sewer pipe. Excavation of
approximately 105 feet through one delineated wetland area .
2. Individually list wetland impacts below:
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***
W1 Excavation 0.10 No 50 feet Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditch ing/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:/hv,?vw.fema.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: 0.10 acre
Total area of wetland impact proposed: 0.10 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Excavation/ riprap 40 Taylors Creek 30 P
2 Excavation/ riprap 40 Taylors Creek 30 P
3 Excavation/ riprap 40 UT 16 P
4 Excavation/ riprap 40 UT 14 P
5 Excavation/ riprap 40 UT 30 P
6 Excavation/ riprap 40 UT 24 P
7 Excavation/ riprap 40 UT 12 I
* 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),
Page 8 of 13
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.usas.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
?v\vw.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 280 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
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.)
N/A

* 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
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 nronosed sanitarv sewer line has been located as far as practical from the stream and
stream banks. Stream crossings have been utilized only where necessary to provide a corridor
where the sewer line can be reasonably constructed (many of the adjacent bank areas are too
steep on one side of the stream to economically install the line, the opposite side is then chosen
Page 9 of 13
for the sewer alignment) The proposed sewer line crosses one potential wetland for a distance of
approximately 105 feet The crossing is roughly perpendicular to the wetland. Erosion control
measures will be installed between the top of stream banks and the proposed construction where
the sewer line parallels the creek along the entire length of the project
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 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.eiir.state.nc.us/ncwetlands/stnnyide.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.
N/A
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
Page 10 of 13
[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 littp://li2o.enr.state.ne.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):
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 ® 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
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 ?
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 11 of 13
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
....«.. t.... ,.ti..« ,l .. t.... t.. .,11..... «......?......... t:.?.o th- _orr +, U_--- nn -"11*?anf mo1r
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.
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 existing impervious site areas are asphalt roads that the utility line crosses. Proposed
conditions are the same as existing No storm water controls are required.
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.
The wastewater will be treated by the Mount Holly Wastewater Treatment Plant.
XIIL 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 an after-the-fact permit application?
Yes ? No
Page 12 of 13
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).
`pplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
TAYLORS CREEK SANITARY SEWER to
EAST GASTON HIGH SHCOOL
STREAM CROSSING COORDINATES
STREAM CROSSING
NUMBER
PLAN STATION
UTM COORDINATES
1 167+00 17 4950313908090
2 191+30 17 494438 3907994
3 209+50 17 4940613908147
4 214+75 17 493869 3908211
5 222+50 17 493749 3908293
6 225+65 17 493695 3908326
7 230+50 17 493414 3908405
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US INFRASTRUCTURE OF CAROLINA, INC.
USI ?p
CONSULTING ENGINEERS
November 23, 2004
Mr. Tim Smith
Army Corps of Engineers p FM @ Q W 2
Asheville Regulatory Office
151 Patton Ave, Room 143 NOV 2 9 2004
Asheville, NC 28801-5006
RE: Pre-Construction Notification Application DEhR - WATER (1t1AUEr
ti1cN,t?DS AND STOr't?YATER Ci?u'dCN
Taylors Creek Sanitary Sewer to East Gaston High School
Mount Holly, North Carolina
USI Project No. 010201-2005 04 119 1 'J
Dear Mr. Smith:
Enclosed is the Pre-Construction Notification Application (PCN) for the Nationwide permit that requires
notification to the Corps of Engineers. The City of Mount Holly is making application for a sanitary sewer
extension to be constructed under Nationwide Permit No. 12. The enclosed maps show the vicinity of the
project, the proposed alignment of the sewer line at the stream crossings, and the proposed creek bank
stabilization methods. Every effort has been made for the design of the sewer to conform to the Conditions of
Certification listed with the Nationwide Permit. However, onsite conditions and other factors have effected
some change from the general conditions of certification. Below is a list of deviations:
• Condition No. 5: Some creek crossings require multiple lengths of pipe. Ferrous material pipe, with
watertight joints, is specified at each creek crossing.
• Condition No. 9: The City of Mount Holly needs a 4:1 slope at the sewer line crossing of the streams
to allow access for maintenance vehicles. Riprap with filter fabric is required along the entire length
of the slope to provide stabilization and prevent erosion.
• Condition No. 15: The City of Mount Holly requires a 20-foot wide permanent sanitary sewer
easement to provide access for sewer line maintenance.
Please review the enclosed application and notify us of your comments. If you have any questions, please
contact us at 704-342-3007.
Sincerely,
USInfrastructure
Bonnie Fisher, P.E.
Senior Engineer
Enclosures
cc: John Dorney (NCDENR DWQ) with seven copies and $ 475.00 fee
Don Price, City of Mount Holly
1043 E. Morehead St. • Suite 203 • Charlotte, NC 28204
[phone] • Fax [phone]
E-mail: charlotteCausinfrastructure.coin
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 Appucame or ._iN/A '.)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Pennit 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 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: ?
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
1. Owner/Applicant Information
Name: City of Mount Holly
Mailing Address: P.O. Box 406
Mount Holly NC 28120
Telephone Number: 704-822-2939 Fax Number: 704-822-2933
E-mail Address: donprice(@ci.mount-holly.ne.us
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: US Infrastructure of Carolina, Inc.
Company Affiliation: Consulting Engineers
Mailing Address: 1043 E. Morehead Street, Suite 203
Charlotte, NC 28204
Telephone Number: 704-342-3007 Fax Number: 704-342-1666
E-mail Address: fisherbusinfrastructure.com
Page 5 of 13
111. 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: Taylors Creek Sanitary Sewer to East Gaston High School
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): n/a
n/a
4. Location
County: Gaston Nearest Town: Mount Holly
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From I-85 in Gaston County
travel north on Hwy 273 (Exit 27). Make left onto Hwy 27. Turn left onto Westland Farm
Road Make left onto Lane Road and left onto Dana Street. Project begins near intersection
of Lane Road and Dana Street.
5. Site coordinates, if available (UTM or Lat/Long): see attached
(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 water body.)
6. Property size (acres): 8.0 acres within temporary and yermanent utility easements
7. Nearest body of water (stream/river/sound/ocean/lake): Taylors Creek
8. River Basin: Catawba River
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mostly wooded areas; a golf course, and some residential
areas.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: Located
in northeast Gaston County along Taylors Creek (a tributary of Dutchman's Creek), the
proposed sewer begins at an existing sewer manhole near Lane Road and Westland Farm
Road dust outside the city limits of Mount Holly. The sewer line with associated manholes,
will be constructed parallel to Taylors Creek and an unnamed tributary for approximately
8,733 feet The sewer line will be extended to East Gaston High School, and the existing
wastewater treatment plant at the school will be abandoned. Typical equipment used for this
type of work are trackhoes loaders and dump trucks.
11. Explain the purpose of the proposed work: To provide sanitary sewer service to East
Gaston High School and the surrounding areas
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.
N/A
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
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: Clearing of easement, and
excavation of streambed and banks and for placement of sanitary sewer pipe. Excavation of
approximately 105 feet through one delineated wetland area .
2. Individually list wetland impacts below:
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***
W1 Excavation 0.10 No 50 feet Forested

* 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.fema.izov.
*** 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: 0.10 acre
Total area of wetland impact proposed: 0.10 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Excavation/ riprap 40 Taylors Creek 30 P
2 Excavation/ riprap 40 Taylors Creek 30 P
3 Excavation/ riprap 40 UT 16 P
4 Excavation/ riprap 40 UT 14 P
5 Excavation/ riprap 40 UT 30 P
6 Excavation/ riprap 40 UT 24 P
7 Excavation/ riprap 40 UT 12 I
* 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),
Page 8 of 13
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 internet sites also allow direct download and printing of USGS maps (e.g., www.topoozonc.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 280 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
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.)
N/A

* 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
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 proposed sanitary sewer line has been located as far as practical from the stream and
stream banks. Stream crossings have been utilized only where necessary to provide a corridor
where the sewer line can be reasonably constructed (many of the adjacent bank areas are too
steep on one side of the stream to economically install the line, the opposite side is then chosen
Page 9 of 13
for the sewer alignment) The proposed sewer line crosses one potential wetland for a distance of
approximately 105 feet The crossing is roughly perpendicular to the wetland. Erosion control
measures will be installed between the top of stream banks and the proposed constriction where
the sewer line parallels the creek along the entire length of the project
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 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.nc.us/ncwet]ands/strmgide.litml.
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.
N/A
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
Page 10 of 13
[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 littp://li2o.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):
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 ® 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
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 ?
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 ® If you answered "yes", provide the following information:
Page 11 of 13
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
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.
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 existing impervious site areas are asphalt roads that the utility line crosses. Proposed
conditions are the same as existing No storm water controls are required.
XIL 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.
The wastewater will be treated by the Mount Holly Wastewater Treatment Plant.
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 an after-the-fact permit application?
Yes ? No
Page 12 of 13
TAYLORS CREEK SANITARY SEWER to
EAST GASTON HIGH SHCOOL
STREAM CROSSING COORDINATES
STREAM CROSSING
NUMBER
PLAN STATION
UTM COORDINATES
1 167+00 17 4950313908090
2 191+30 17 494438 3907994
3 209+50 17 4940613908147
4 214+75 17 493869 3908211
5 222+50 17 493749 3908293
6 225+65 17 493695 3908326
7 230+50 17 493414 3908405
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I.) III-RAP STONE DITERS SHALL BE
P,PLm
AT i9J 11. Nkllll
2 J TRAP UPACIIY SNAA PE INITIALLY 67 CY EACH
IN (U BE N YAM I ND-AREARSO AC)
TRAP ,OOP AI '
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g,HI10 IN AN AWNCKD AEA NOGE THE CNNSTRUCTpN P./'A
OR D'PrJD Of 8191E DI THE CONTRACT'AL
TEMPORARY DIVERSION DITCH 4WDi SEDIMENT TRAP FOR
SANITARY SEWER OUTFALL CONSTRUCTION
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TEMPORARY SILT FENCE

-CONSTRUCTION SPEC8ICATIOHSA
nl i?xw?R•?x Na MFUw PwR wlm +4 AIRmnI
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TRAFFIC ANL ENTER OR LEAVE THE Cg6Tx'JCm 5'TE CNTO A PAVED SSHRET.
1. 11 PER FACPJC OR CCWFACTIS CT.9111 RJ4 SCONE YAY BE 119 AS A EASE 11 THE CCNSTRRICTGN "AN":
J. PIE ENTRANCE SMALL SE MAINTAINED IN A CC-ITION WRCH ML PJRI.TXT TRACIINO OR ROWING OF !E)?4FNT
GN'0 EVbIG STP£ETS OR EAISMO PA'RYENF. MIS MAY NE.- PYH'LRRC NW -f! W'X VATYn4
", AS --3 WAPP.NR ANO KPAR CR CLEANXIT Of ANY NFAEWFS - `D 1RM SCCMENI.
ANY GE- T S^YLID, OPCP ED. *AHD. OR TRACX.ED BMTO RBIJD STREETS N UST IS POAOIfD W-AMY,
S IN A-ATE, WIFELS NA- IE CLEANFD TO RE wvE aDPERIT - TO ENTER ."5 A R%IIC STREET W,EN
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Y S1 ST-LIZAl- IABRC (AS SPELSIEC BF THE PE9Cx[-) SAIL BE L5Z
S) - REMOVAL OF THE ST.R',I n E, THE SlRA4 Dull w2RATELY M
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1.) PUER TD L,PC A STPIW (R?'9x0 9SCRIGT.W5ITNS 1-B FOR
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A4ANTryAV"fA
TIE STTJCT,TE 9141 BE NSECTFB AFIEA EVEP.Y RAN14L ANC AT LLAST
OH(E A -II< YAE IHEX IT HAS RANLD ON 441. AND ALL _.S HPA:xkD
IWE]IATCII.
TEMPORARY STREAld CROSSING (TYPE 1)
CONSTRUCTION SCHEDULE: VEGETATIVE PLAN,
1. ALL OISTG'RRFD AREAS WIL BE STABFJ7FD BY FFFUANFIITLY
ALL DISTURBED AREAS WALL BE STABILIZED WITH THE APPROPRIATE 'rFCETATNr, WIH 5[ED AND NULC4 AS RECCYMEVOED Er THE
NEOETATIVE EROSION CONTROL NEASUP.F(S) WITHIN 50 DAYS OF PERMANENT SEEDING SPECIFICATIONS
DtSTUIMANCE.
1. OCTAW PLAN APPRCVAI AND ODIrR APPICADLE FFRLITS.
7. INSTALL EnSION CONTROL MEASURES PEOAED FOR PROPCFm
SOIL TYPES:
CONSNCDON AC-11PS. CH - CIIEWACLA LOA4

D- INSTALL ITS PROPOSED UTILITY LINE S4+. - OASTJH SANDY CLAY LOAM
-F - N'A}CS LOAN
A ONCE ENE PPORCSED CCNSTRJuTiCN ACTvnES HAVE BEEN NSIALLEO,
REMO ALL TN?ORARY VEASJPES AND INSTALL THE APFP)FRATE
I'LXYANENI AE TAFVE STANULAT'M TO ALL UFIJHRLJ ANUS
5. A CCNSTRUCTON ENTFAN:I NCL LE PELY!RCD IF DIE CNTRACTCR
CE: A,ATES A SESCIFIC AREA FOR MAI PI-S OR LaFYENT SPYRACE
MAINTENANCE PLAN:
1. All TEMPFARMY EROAJN AND SEEDMENT ODNTA]L PRACDCES W1
IYSTALLm AS N,^,:ED 04 IRE ERRS ON CO4'RCL LCIALS. ANY NEEDED
RFPAIPS WLL EE MADE WNIDIATELY TO MRINIA,N ALL PRAC!IrTS AS
DES-1ED.
.. SCCMElIT SHALL DE PRIIPCIRLY REVO'IEO AND O:PDZD CC.
CISTI AREA
(R' YAYJ?
a
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1. USE RIP RAP AS SHOWN ON PLW&
1. RPRAP SHOLID D7rC JP CCPI VICS C' '11E CIANnEL BANNS. w -
!. PIE A A IC EE P PRAPPED NAIL. BE UNDERCUT SO THAT THE N.VERT
EE PIE NOW SV LL HE I E S VAADE (FIJS'I) Alm 1HFF-N`A(
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WIDTH OF HE KMOND OIANNZL, -UY TAPER TO r3CCANG CHANNEL 5.1
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1' 157 WASHED STEINS
• YER CF ilhR FABRIC
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
PERMANENT SEEDING SPECIFICATIONS
DATES TYPE RATE AMENOMFNTS
LOW MAINTENANCE APEAS
STEEP SLOPES. STONY, SHALLCW OR DRY SCE _-
UHE CS 25 15 TALI, fTOx 100 L9/AcRF W9CUgT2 -L BE AMlLS AT THE

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PROP. CLASS I RP RAP W/TTLTER FABRIC
45' L X IY W X 25' D AT 4:I SLOPE.
RESTORE REMAINDER OF GSIU9ED STREW
RAMC TO ITS ORI ONAL SLOPE AND STABILIZE
WTI CLASSI RIP RAP W/FLTER FABRIC. 20'
DEPTH.
PROP. TYPE 1 TEMP. STREAM CROSSING 1
SEE EROSION CONIRCL DETA,L SHEET.
AND RlAa H, FARMER
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PROP. W
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14-66-11.01
2410-0221
PROP. TYPE E TEMP. STREAM CROSSMD.
SEE EROSION CONTROL DETAL SHEET-)
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14eJ5-111001
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AND-SEEPAGE COLLAR -
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14-66-1201 NST41 CONCRETE
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14-88-8.01 STA. 225+00.10
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14-86-8.02
2177-558
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/ UNNAl1EA 1RB7TARY
PROP. CLASS I RIP RAP W/TILTER FABRIC OF TAYLCRS CREEK
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DEPTIL SWffiLLM
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PROP. MH
STA. 225+40.10
NOW OR FORMERLY
WESTLAND GOLF CLUB INC.
14-68-1201
575-110
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GASTON COUNTY BOARD OF EDUCATION
14-66-3
994-670
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NELE M SMITH 14-8 6
V)r 2577-558
R . 15,
P
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ant 11D ms'!9 TD.?
T? 1 I 1 PROP. TYPE N TEMP. STFFAM?? M .? ;7357-3-W ) .
CROSM SEE EROSION CONTROL 7
DETAL SHEET. 368.43'
8 )
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i ?1 Y
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E TREATLEN
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7 /STA- 93322491.71 4D' OOISTPUCDOR EASEMENT
? '"° ??T'b-' f i n5T
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\ i STA. 276+90.71 FROM WASTEWATER
\ ' t? ArAx raw TREATMENT FACILITY.
z C A T9,1.59T.09 (TO EE ABANDONED)
NNL N 1a'
PROP. LASS I P.P PEAR W/FILTTR FABRIC \ SWEE- NOW OR FORMERLY
4(rL X iC W X 25 D AT k1 SLOE N CASiCN CWN1Y4806MD OF EDUCATION
RESTORE FEMA NDR OF STREW BAN( TO
ITS ORIGINAL SLOPE AND STA681R MTH \ 994-876
1 RP RAP W/FLTR FAEM 28' 1
DEPTH.
700
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724
720
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DL r SAMTARY SEWER TG RnM
-REPLACE FY3STIH0 LN WITH
PROP. MH W/aMM DROP
TIE IN DL F SAMFARY :EWER.
STA. 238427.74
ry w I rt
1 0.AC :? I
L??14 )
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N?.1N.N
BW01.1:irl iFI` hl,.et
PROP. LN
/ STA. 278+37.78
lid
1.) ACTUAL LOCATION AND DEPTH CF EX SAMTARY SEWER
AT STA. 237+00 IS UNDETERNNEDI CONTRACTOR SMALL
VERIFY DEPTH AND LOCARO4 BEFORE NSTAILNO PRO'OSFD
SEWER STA. 138+54114 TO TREATMENT RANT. CONTRACTOR
SHALL PERFORM TESTN7 OF Au SANTARY SEWER PRIOR TO
PROP.
PRA uH 2054 W/0U w/DU190E CROP MAM3 TIE N AT TREATMENT PUNT. F CONCOCT WITH SEWER
DAR AT STA. 237+00 3, CONTRACTOR NAY TEMPORARILY
DIRECT ELL FLOWS FROM THE EFFLUENT LINE TO THE MANHOLE
AT STA. 2W+5414 MME NSTAILNO TIE RDIANM PROPOSED
SEWER LINE.
2) PUMPS AND CONTROLS WRL BE SALVAGED BY OASTOH COUNTY
SCHOOLS C(*RACT MR LLW1S HELLS AT MB- 145 4a HOURS
PRIOR TO ABANDONMENT OF THE TREATMENT PLANT.
3.) ALL MANHOLES MS SHEET SMALL HAVE VENTED COVERS
UNLESS O HERW.SE 9DICATFD.
I II_001
CITY OF MOUNT HOLLY - MOUNT HOLLY, NC Vendor 14155 NC DIV OF WATER QUALITY
09G?54
Invoice No. Invoice Date
01021-2005 11/18/04
USI PROJ #
Account Number Description
62-91-7140-596 (4011404 PERMIT)
Amount
475.00
V cOBWEB
NUV 2 9 2004
DENR - WATER QUALITY
Yr,TUNDS AND STORUNATER BRANCH
90754 11/18/04 Check Amt. 475.00