20051513 Ver 1_Complete File_20050809 (2)

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O?O? W AT ?RpG
r
p 'C Niii? Mr. Gary Gardner
P.O. Box 37
Faith, NC 28041
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
all
SEP 9 2005
DENR - WINTER QUALITY
WETLNDS AND Sl()r v WATER BRAI4CH
Alan W. Klimek, P.E. Director
Division of Water Quality
September 1, 2005
DWQ#j 05-1513
Rowan County
Subject: Town of Faith Sewer Extension, Legion Club Road, Rowan County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Gardner:
You have our approval, in accordance with the attached conditions and those listed below, to
impact 20 linear feet (If) of intermittent stream (unnamed tributary to Crane Creek) and .00005 acre of
wetland in order to construct a subaqueous sewer crossing in Rowan County, as described in your
application received by the Division of Water Quality (DWQ) on August 9, 2005. After reviewing your
application, we have determined that this project is covered by Water Quality General Certification
Number 3374, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. i This
General Certification allows you to use Nationwide Permit Number 12 once it is issued to you by the
U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to) Sediment
and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. This approval is only valid for the purpose and
design that you described in your application. if you change your project, you must notify us in
writing, and you may be required to send us a new application for a new certification. If the property
is sold, the new owner must be given a copy of the Certification and approval letter; and is thereby
responsible for complying with all conditions.
In addition to the requirements of the certification, you -must also comply with the following
conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact
areas has commenced.
2. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Preconstruction Notification application. All
construction activities associated with this project shall meet, and/or exceed, those requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual and
shall be conducted so that no violations of state water quality standards, statutes, or rules' occur.
No ` Carolina .
Naturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
it
3. Continuing Compliance. The Town of Faith shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section
303(d) of the Clean Water Act) and any, other appropriate requirements of state and federal law. If
DWQ determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that state or federal law is being violated, or that further conditions
are necessary to assure compliance, DWQ may reevaluate and modify this certification to include
conditions appropriate to assure compliance with such standards and requirements in accordance
with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify the Town of Faith
and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503,
and provide opportunity for.public hearing in accordance with 15A NCAC 2H.0504. Any new or
revised conditions shall be provided to the Town of Faith in writing, shall be provided to the United
States Army Corps of Engineers for.reference in any permit issued pursuant to Section 404 of the
Clean Water Act, and shall also become conditions of the 404 Permit for the project.
It has come to our attention that there maybe some confusion as to what is permissible when
crossing streams with utility lines. North Carolina's General Certification (GC) #3374, which
corresponds with Nationwide Permit #12 issued by the US Army Corp of Engineers, list 25 conditions
(requirements) for utility line construction. Based on observations that staff has made in the field, the
following conditions of GC 3374 are of particular importance:
#3) :Mitigation may be required if the cumulative impacts of the project exceed 150 linear ft.
of stream. This is calculated for the entire project. (Example: four streams, each with 40
linear feet of impact. The total impact is considered to be 160 linear ft.)
#4) If the utility line runs parallel to a stream, the construction corridor shall not be closer
than 10 ft. to the channel (25 ft. if the stream is a HQW). This condition refers to the
construction corridor and not the utility line itself. At a minimum, a 10 ft. vegetated buffer
_ is required along the stream.
#9) If riprap'is to be used it shall be kept to a minimum and imbedded into the streambed
below the normal high water level to allow passage of aquatic animals. During past site
inspections, it has been observed that riprap was "dumped" into the channel without regard
to stream flow. Where possible (especially in small channels), soft stream stabilization
techniques (matting and vegetative ,plantings) should be utilized. Also, the stream should
be restored and returned to its original grade and elevation.
#15) Permanent maintenance corridors are limited to 10 ft. in streams and wetlands.
Condition #4 above relates to the construction corridor, not the permanent maintenance
corridor. Permanent impacts (riprap, etc.) should not exceed 10 ft. of stream channel.
Frequently, staff have observed riprap lining of up to 40 ft of stream channel, which is far
in excess of what is needed for adequate stabilization.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition that conforms to Chapter 1508 of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
or
This letter completes the review of the Division of Water Quality under Section 401 of they Clean
Water Act. If you have any questions, please telephone Mr. Barry Love in the Mooresville Regional
Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Central Files
Wendell Overby, S&EC
WAT ?RQG
b,wa r
Mr. Gary Gardner
P.O. Box 37
Faith, NC 28041
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E. Director
Division of Water Quality
I
September 1, 2005
DWQ# 05-1513
Rowan County
Subject: Town of Faith Sewer Extension, Legion Club Road, Rowan County
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Gardner:
You have our approval, in accordance with the attached conditions and those listed below, to
impact 20 linear feet (If) of intermittent stream (unnamed tributary to Crane Creek) and .00005 acre of
wetland in order to construct a subaqueous sewer crossing in Rowan County, as described in your
application received by the Division of Water Quality (DWQ) on August 9, 2005. After reviewing your
application, we have determined that this project is covered by Water Quality General Certification
Number 3374, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This
General Certification allows you to use Nationwide Permit Number 12 once it is issued to you by the
U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to) Sediment
and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. This approval is only valid for the purpose and
design that you described in your application. If you change your project, you must notify us in
writing, and you may be required to send us a new application for a new certification. If the property
is sold, the new owner must be given a copy of the Certification and approval letter; and is thereby
responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following
conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact
areas has commenced.
I
2. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Preconstruction Notification application;. All
construction activities associated with this project shall meet, and/or exceed, those requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual and
shall be conducted so that no violations of state water quality standards, statutes, or rules occur.
NonehCarolina
)atirra!!ll
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
3. Continuing Compliance. The Town of Faith shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If
DWQ determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that state or federal law is being violated, or that further conditions
are necessary to assure compliance, DWQ may reevaluate and modify this certification to include
conditions appropriate to assure compliance with such standards and requirements in accordance
with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify the Town of Faith
and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503,
and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or
revised conditions shall be provided to the Town of Faith in writing, shall be provided to the United
States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the
Clean Water Act, and shall also become conditions of the 404 Permit for the project.
It has come to our attention that there may be some confusion as to what is permissible when
crossing streams with utility lines. North Carolina's General Certification (GC) #3374, which
corresponds with Nationwide Permit #12 issued by the US Army Corp of Engineers, list 25 conditions
(requirements) for utility line construction. Based on observations that staff has made in the field, the
following conditions of GC 3374 are of particular importance:
#3) Mitigation may be required if the cumulative impacts of the project exceed 150 linear ft.
of stream. This is calculated for the entire project. (Example: four streams, each with 40
linear feet of impact. The total impact is considered to be 160 linear ft.)
#4) If the utility line runs parallel to a stream, the construction corridor shall not be closer
than 10 ft. to the channel (25 ft. if the stream is a HQW). This condition refers to the
construction corridor and not the utility line itself. At a minimum, a 10 ft. vegetated buffer
is required along the stream.
#9) If riprap is to be used it shall be kept to a minimum and imbedded into the streambed
below the normal high water level to allow passage of aquatic animals. During past site
inspections, it has been observed that riprap was "dumped" into the channel without regard
to stream flow. Where possible (especially in small channels), soft stream stabilization
techniques (matting and vegetative plantings) should be utilized. Also, the stream should
be restored and returned to its original grade and elevation.
#15) Permanent maintenance corridors are limited to 10 ft. in streams and wetlands.
Condition #4 above relates to the construction corridor, not the permanent maintenance
corridor. Permanent impacts (riprap, etc.) should not exceed 10 ft. of stream channel.
Frequently, staff have observed riprap lining of up to 40 ft of stream channel, which is far
in excess of what is needed for adequate stabilization.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the: Clean
Water Act. If you have any questions, please telephone Mr. Barry Love in the Mooresville Regional
Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
Central Files
Wendell Overby, S&EC
Triage Check List
Date:
T
8/11/05
Project Name: Town of Faith Sewer Expansion
5 AI DWQ#: 05-1513
+' `t t?? i
"il County: Rowan
i U
Alan Johnson, Mooresville Regional Office
60-day Processing Time: 8/9/05 -10/7/05
: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, 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
F-1
Uomments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be j
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
5
Environmental Consultants,; PA.
Suite C • Concord, North Carolina 28025 • Phone: [phone] • Fax: [phone]
www.SandEC.com
2005
US Army Corps of Engineers-Regulatory
Attn: Ms. Amanda Jones
151 Patton Ave., Room 208 r u
Asheville, NC 28801-5006
Dear Ms. Jones and Ms. Karoly:

3
August 5, 2005
S&EC #5-1024w2
NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd., Ste. 250
Raleigh, NC 27606
Our client, the Town of Faith (Rowan County, NC) requests the use of Nationwide Permits 12 for sanitary
sewer construction. We are notifying both the USACE and NC DWQ due to previous impacts requested
and granted for sewer construction by the Town of Faith. Earlier permit approvals were obtained in 2001
(Action ID 200230087,200230088 & DWQ#01-1548) for temporary impacts of .995 acres of Waters and
permanent impacts of 0.012 acres of Waters. The earlier approval involved temporary stream impacts of
3411f and permanent impacts of 1801f. Permanent impacts were requested under Nationwide 39 for sewer
crossings that could not follow the conditions of Nationwide 12. Namely, fitting the sewer corridor to an
existing Town (streets, homes, etc.) did not allow for perpendicular crossings in all cases. The purpose for
the initial and current permit requests involved construction of sanitary sewer due to water quality problems
caused by failing septic systems. Faith is located approximately 5 miles southeast of Salisbury and
Interstate 85. The current project site is shown on the attached USGS Topo Quad vicinity map
(35°36'3.86"N, 80°27'13.23"W).
The current PCN requests impacts of 201f (60sf) of stream impact and 2sf of wetland impact for one sewer
crossing. Due to the nature of the project (for water quality), amount of requested impact, and due to the
fact the earlier impacts did not require mitigation, the applicant contends mitigation should not be required
for this impact request. The current request minimizes impacts via perpendicular stream crossing and
avoidance of wetlands. Since our initial involvement the first sewer corridor was relocated to avoid
streams and manholes added to minimize and in some cases avoid wetland impacts. This project is unique
due to the fact that the proposed sewer has to conform to the existing town elements and because the
landscape contains vast amounts of granite with which to contend.
Included are: (1) a completed Pre-Construction Notification application, (2) signed Agent Authorization
Form, (3) USGS Site Vicinity Map, (4) Vicinity map of current and previous impacts, (5) Construction
Plans (6) Copies of previous permits (7) Wetland Data Forms, and (8) a $200 check for 401 fees.
Please call if you have questions or require further information. S&EC can meet on-site if needed for
confirmation. Please allow a couple of days for scheduling.
Sincerely,
U _ (i1w
Wendell Overby
NC Licensed Soil Scientist
NC Registered Forester
@I
p,?G g 2005:
R QUALITY OS
YrET??N
Greensboro Office: Raleigh Officer
3817-E Lawndale Drive 11010 Raven Ridge Road
Greensboro, NC 27455 Raleigh, NC 27614
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: (919) $46-9467
Office Use Only: Form Version May 2002
20051513
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appiwabie" 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: ? j
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 Coast of
Environmental Concern (see the top of page 2 for further details), ch tJ
AUG 9
II. Applicant Information 2005
DENR
TLANDS WATER QUALITY
1. Owner/Applicant Information VMMDSTORMQER
Name: Town of Faith (Gary Gardner)
Mailing Address: PO Box 37
Faith, NC 28041
i
i
Telephone Number: 704.279.7500 Fax Number:
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: Wendell Overby
Company Affiliation: S&EC
Mailing Address: 236 LePhillip Ct
Suite C
Concord, NC 28025
Telephone Number: 704.720.9405 Fax Number: 704.720.9406
E-mail Address: woverby(i?sandec.com
Page 5 of 5
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. j
1. Name of project: Town of Faith sewer improvement
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Parcel ID 3530001
4. Location j
County: Rowan Nearest Town: Faith
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
185 exit 76 go south and take Faith Road approx 4.5 miles. Proposed sewer line will begin
east of Faith Road and tie to existing sewer line west of Balfour Quarry Road.
5. Site coordinates, if available (UTM or Lat/Long):80°27'13.23"W,35°36'3.86"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): N/A (linear)
7. Nearest body of water (stream/river/sound/ocean/lake): Crane Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. ' The
River Basin map is available at http://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: Parcel id is single residential home. Project is linear-sewer
Construction. Majority of surrounding land use is single family residential.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Heavy equipment will be used to construct subaquaeous 8" diameter sanitary sewer line.
Placement of Class B riprap to be added to banks for stabilization.
11. Explain the purpose of the proposed work: Expansion of Town of Faith sewer
improvements Town of Faith provided grant for sewer construction due to water quality
problems related to failed septic systems
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.
Action ID 200230087 & 200230088 issued November 16, 2001 for 43 crossings of jurisdictional
waters in the vicinity of Crane and Church Creeks for Town of Faith sewer improvements.
Temporary impacts totaled 995 acres and permanent impacts to waters were 0.012 acres.
Temporary stream impacts were 341 linear feet and permanent stream impacts were 180 If. NC
DWQ 401 water quality certification #01-1548 issued November 1, 2001.
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.
Unknown.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Temporary stream and
wetland impacts due to sewer crossing that total 201f of stream and 2 sq ft of wetland.
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**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
WI1 Temp-sewer .00005 No 0 Riparian

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, rnii,
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 httl2://www.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 prl the ?ty: 0.00005
Total area of wetland impact proposed: .00005 acres (temporag)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
SI 1 Temp 20 UT Crane Creek 3 Interm (USGS)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mapquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20 temporary
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 Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
Page 8 of 8
N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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.): No ponds proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Proposed sewer corridor will intersect stream at perpendicular angle. Proposed wetland impact
will avoid larger wetland pocket Proposed impacts very small
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.
Page 9 of 12
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/stn-ngide.html.
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.
Temporary impacts to USGS intermittent stream will be 201f. Purpose of project is to
improve water quality in the Town of Faith due to failing septic systems. Applicant contends
further avoidance of stream and wetlands along with project purpose serves as mitigation for
proposed impacts
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres)
Amount of Coastal wetland mitigation requested (acres): 0
0
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
Page 10 of 12

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
(Neuse), 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:
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 0
2 1.5 0
Total 0
* 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 213.0242 or.0260.
XI. Stormwater (required by DWQ)
Page 11 of 12
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.
Project is linear-sanitary sewer construction
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.
Project is sanitary sewer construction.
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
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).
J,11 ?v sus/oe
Applicant/Agen Signature Date
(Agent's signature is vali only if an authorization letter from the applicant is provided.)
Page 12 of 12
FROM : TOWN OF FAITH
1FAX NO. : 7042790408 Jun. 22 2005 01:31PM P2

Soil & Environmental consultants, PA.
Z36 LcPhillip Ciwt4 Suite C • Conned, Tkni1j CugUna 28025 • Phonc: [phone] • Fax: [phone]
www.SandE-C•com
AGENT AUTHORIZATION FORM
611 Blames To Be Filled In ByThe Current Landowner
Name wn of Faith
Address: P,()- 37, F-n4 rh KG 28041
Phone: f704) 279-7500
P r o j e c t NameMcscription Sewer F r r eja l i o n - B,a] f o u r i a r r X R n a d
batL Tiunn 13 +_ 2j1{l5
The Department of the Army
U.S- Army Corps of Engineers, Wilmington. District
P.p. Boa 1890
Wilmington, NC 28402
Attn: Amanda fonees
Field Office: Asheville
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the cL= mt ro owns, hereby designate and authorize Soil do EnvironmenW Consultants, Inc to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplennental information in support of applications, etr. from this day forward. Thc, i i r h day of
June 005
This notifmtion supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the propertywhert accompanied by S&l;C staff You should call SBr.RC
to alaange a site meeting prior to visiting the site.
Town of Faith, NC
W Sa.s1?'. c:aecia?r. rt??a=
Print Property OwnrYs Name Property O ces Signature
cc: Mrs. Cyndi K-truly oc Mr. Wendell Overby
NCDENR - DWQ Soil & Envirormuental Consultants, PA.
2321 Crabtree Blvd., Ste 250
Raleigh, NC 27604-2260
0jMWh=Olf M aahic ?
3817-11 t.ewndak INive 110101Uvrn Ride Road
Otccnsboirv. NC 27455 RA16ah. NC 27614
Phone [phone] phone: [phone]
Fax: [phone] Fax: (919) 846-Y467
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Name: ROCKWELL Location: 035° 35'57.9' N 080° 27' 10.5" W
Date: 6/28/2005 Caption: Town of Faith
Scale: 1 inch equals 1000 feet Sewer Improvements
5-1024
Copyright (C) 1997, Meptech, Inc
WASTEWATER COLLECTION FACILITIES
TOWN OF FAITH,N.C.
TATE LANNING & ASSOCIATES, P.C.
attn. J.R. GERMAIN
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31V:DS OIHd`d JO
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action id. 200230087; 200230088
County Rowan
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Town of Faith
Address: P.O. Box 37
Faith, NC 28041
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Town of Faith - Sewer
Description of Activity:
Install approx. 60,000 LF of sanitary sewer line in the Town of Faith. The project will
require 43 crossings of jurisdictional waters in the vicinity of Crane Creek, Church Creek,
and unnamed tributaries. Temporary impacts to waters will total 0.995 acre with permanent
impacts to waters totaling 0.012 acre. Proposed temporary stream impacts will total 341 LF
with permanent stream impacts totaling 180 LF. The purpose of the project is to eliminate
untreated sewage from failing septic systems from reaching surface waters.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
12, 39 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activitiy is
subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a
Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919)
733-1786.
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date November 16, 2001
Corps Regulatory Official Steve Chapin Telephone No. [phone]
Expiration Date of Verification November 16, 2003
cc: S&EC, Inc.
CEWA' Form 591
k, sad July 1995
\o?U,, ?yoG
O Y
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 1, 2001
DWQ # 01-1548
Rowan County
Town of Faith
W. Gary Gardner, Mayor
PO Box 37
Faith, NC 28041
APPROVAL of 401 Water Quality Certifixatlon and Additional Conditions
Dear Mr. Gardner.
You have our approval, in accordance with the aita:red concftk s to impact 180 &iear feet of stream and 0.012 acre
of wetland for the purpose of constructing t?ve Town c4 Falh Sevw_r p-oject in Rowan Cocmty, as described in your
application materials received by the Diviscm of Wes- Qrarity on Ocmber 22, 2001. After reviewing your application, we
have decided this work is covered by Geriezl Water Otaity Cerffk;? Numbers 3288 and 3287, which can be
downloaded from our web site at httpJ/h2o.c3nr.state.rrc.:slncwE`-a-1oj_ This C-rtificabon arows you to use Nationwide
Permit Numbers 12 and 39 when the US A.7.ny Corps nf =lgineez (USACE) issues it. In adcRion, you should get any other
federal, state or local permits before you go ahead ash trxu projec? hduding (but not rtn-rited to) Sediment and Erosion
Control, Non-Discharge, State Stormwater and Wate-Suppfy Wm rs; ed regultEf s Also 1his appravaJ will expire when
the accompanying 404 permit expires unie~s otherwiNe specified a Z?e Generd Certifc?
This approval is only valid for the purp-.rse and Oesi n t4at you in your apprpation If you change your
project, you must notify us in writing and yv:i may be iBq: red to sand us a near application tar a new certification. If the
property is sold, the new owner must be giyan a copwvf to Cert ;,.;ati:)n and teal Iet?ar and is ffiereby responsible for
complying with all conditions. If total wetland fills for fiis ;rOiect (rxD% or in the k&n) exceed one acre, compensatory
mitigation may be required as described in ;,A NCA02H L506 G:?) For this a:?prvval to be d, you must follow the
conditions listed in the attached cerWic? and tfio? list-d below-
1. Anti-seep collars must be constructed ac azlifl p 23 conddOn nanber ,6 in Genecal Certificafion Number 3288
Conditions.
2. As new sewer line cor?ion, ymare re gto follow NCAC 2H. 027i (2)(G)K This
50-foot separation from class B cars. requires a minQrtum
3. The access corridor is limited to ff)?,specif>cati= in c DriJithra nom- 15 in Germar(I Certffic:afion Number 3288
If you do not accept any of the condEgr? of tfxs MdlfcabM you away ask bran ad;i f
within 60 days of the date that you receive Ofis letter Uink for 2 9 You must act
Chapter 150B of the North Carorsia General .? pffce pedfm ?'ri worms to
Raleigh, N.C. 27611-6714. This certiificaU=and its c rWttons arm ?p and bird(m 'X14 for Service Center,
4 9 t you ask for a hearing.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
AAWA
N. C. Division of Water Quality 1eF-rj I,f3a Servey?sS+rtkx 93AJbc;n NC _.? "2 733-7'sl15 Custort? Service
1 800 323-7748
Page 2 of 2
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Pete Colwell in the Mooresville DWQ Regional Office at 704-668-6040 or Todd St. John in
Raleigh at 919-733-1786.
rely,
Attachment
U6JA
ry J. Thorpe, PhD
Director
cc: USACE Asheville Regulatory Field Office V 01-1548
Mooresville DWQ Regional Office
File Copy
Central Files
Wendell Overby, S&EC; PMB 291,3020-1 Prosperity Church Road; Charlotte, NC 28269-7197

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Town of Faith sewer-Balfour Road Date: 5/31/05
Applicant/Owner: Town of Faith County: Rowan
Investigator: B. Fulton, E. Bailey State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Mix hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Quercus alba Tree FACU 9.
2. Oyxdendrum arboreum Tree NI 10.
3. Liquidambar styraciflua Tree FAC+ 11.
4. Liriodendron tulipifera Tree FAC 12.
5. Lonicera japonica Vine FAC- 13.
6. Acer rubra Tree FAC 14.
7. Juniperus virginiana Tree FACU- 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 50
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: N/A (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: N/A (in.)
Remarks:
11 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Balfour Road sewer-Town of Faith Plot ID: Upland
SnII S
Map Unit Name Drainage Class: well
(Series and Phase): Vance Field Observations
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 Ap 10YR 5/2 Sand loam
5-20 Bt 10YR 5/8 Clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_
Aquic Moisture Regime Listed on Local Hydric Soils List
_
_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
L-
I
WETLANDS DETERMWATION
x
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Town of Faith sewer-Balfour Road Date: 5/31/05
Applicant/Owner: Town of Faith County: Rowan
Investigator: B. Fulton E. Bailey State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Riparian wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Alnus serrulata Shrub FACW 9.
2. Salix nigra Shrub OBL 10.
3. Liquidambar styraciflua Tree FAC+ 11.
4. Liriodendron tulipifera Tree FAC 12.
5. Woodwardia areolata Herb OBL 13.
6. Acer rubra Tree FAC 14.
7. Athyrium filix femina Herb FAC 15.
8. Peltandra virginica Herb OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
x Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 6 (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Balfour Road sewer-Town of Faith Plot ID: wetland
cnu c
Map Unit Name Drainage Class: poorly
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Endoaquualt Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3 A 10YR 3/1 Sand loam
3-8 Eg 10YR 5/1 Sand loam
8-20 Bg 10YR 6/1 10YR 5/6 Common/distinct Sand clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Odor Organic Streaking in Sandy Soils
_
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
-1
11
WFTLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes No x Yes No
Hydric Soils Present? x Yes No
Remarks:
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Soil & Environmental Consultants, PA
236 LePhillip Court, Suite C • Concord, North Carolina 28025 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Q© 5 1 5 1 3 August 5, 2005
S&EC #5-1024w2
US Army Corps of Engineers-Regulatory NCDENR-DWQ
Attn: Ms. Amanda Jones Attn: Ms. Cyndi Karoly
151 Patton Ave., Room 208 2321 Crabtree Blvd., Ste. 250
Asheville, NC 28801-5006 Raleigh, NC 27606
Dear Ms. Jones and Ms. Karoly:
Our client, the Town of Faith (Rowan County, NC) requests the use of Nationwide Permits 12 for sanitary
sewer construction. We are notifying both the USACE and NC DWQ due to previous impacts requested
and granted for sewer construction by the Town of Faith. Earlier permit approvals were obtained in 2001
(Action ID 200230087,200230088 & DWQ#01-1548) for temporary impacts of .995 acres of Waters and
permanent impacts of 0.012 acres of Waters. The earlier approval involved temporary stream impacts of
3411f and permanent impacts of 1801f. Permanent impacts were requested under Nationwide 39 for sewer
crossings that could not follow the conditions of Nationwide 12. Namely, fitting the sewer corridor to an
existing Town (streets, homes, etc.) did not allow for perpendicular crossings in all cases. The purpose for
the initial and current permit requests involved construction of sanitary sewer due to water quality problems
caused by failing septic systems. Faith is located approximately 5 miles southeast of Salisbury and
Interstate 85. The current project site is shown on the attached USGS Topo Quad vicinity map
(35°36'3.86"N, 80°27' 13.23"W).
The current PCN requests impacts of 201f (60so of stream impact and 2sf of wetland impact for one sewer
crossing. Due to the nature of the project (for water quality), amount of requested impact, and due to the
fact the earlier impacts did not require mitigation, the applicant contends mitigation should not be required
for this impact request. The current request minimizes impacts via perpendicular stream crossing and
avoidance of wetlands. Since our initial involvement the first sewer corridor was relocated to avoid
streams and manholes added to minimize and in some, cases avoid wetland impacts. This project is unique
due to the fact that the proposed sewer has to conform to the existing town elements and because the
landscape contains vast amounts of granite with which to contend.
Included are: (1) a completed Pre-Construction Notification application, (2) signed Agent Authorization
Form, (3) USGS Site Vicinity Map, (4) Vicinity map of current and previous impacts, (5) Construction
Plans (6) Copies of previous permits (7) Wetland Data Forms, and (8) a $200 check for 401 fees.
Please call if you have questions or require further information. S&EC can meet on-site if needed for
confirmation. Please allow a couple of days for scheduling.
Sincerely,
Wendell Overby
NC Licensed Soil Scientist
NC Registered Forester
%'%@ ?odgD
AUG 9 2p05
DE9S ptyD STORIA ER BRAS
)00
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Raleigh Office:
11010 Raven Ridge Road
Raleigh, NC 27614
Phone: [phone]
Fax:. (919) ?46-9467
Office Use Only: Form Version May 2002
200 15 1 3
USACE Action ID No. DWQ No. 5
(If any particular item is not applicable to this project, please enter "Not Appucaote° 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: ?
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 D g?
D
1. Owner/Applicant Information AUG 9 2005
Name: Town of Faith (Gary Gardner) DENR - WATER (QUALITY
Mailing Address: PO Box 37 WETUWDSANDSTORMWATERBRANCH
Faith, NC 28041
Telephone Number: 704.279.7500 Fax Number:
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: Wendell Overby
Company Affiliation: S&EC
Mailing Address: 236 LePhillip Ct
Suite C
Concord, NC 28025
Telephone Number: 704.720.9405 Fax Number: 704.720.9406
E-mail Address: woverby_(a)sandec.com
Page 5 of 5
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: Town of Faith sewer improvement
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Parcel ID 3530001
4. Location
County: Rowan Nearest Town: Faith
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
185 exit 76 go south and take Faith Road approx 4.5 miles. Proposed sewer line will begin
east of Faith Road and tie to existing sewer line west of Balfour Quarry Road.
5. Site coordinates, if available (UTM or Lat/Long):80°27' 13.23"W.35°36'3.86"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): N/A (linear)
7. Nearest body of water (stream/river/sound/ocean/lake): Crane Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.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: Parcel id is single residential home. Project is linear-sewer
Construction. Majority of surrounding land use is single family residential.
Page 6of12
10. Describe the overall project in detail, including the type of equipment to be used:
Heayy equipment will be used to construct subaguaeous 8" diameter sanitary sewer line.
Placement of Class B riprap to be added to banks for stabilization.
11. Explain the purpose of the proposed work: Expansion of Town of Faith sewer
improvements Town of Faith provided grant for sewer construction due to water quality
problems related to failed septic systems
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.
Action ID 200230087 & 200230088 issued November 16, 2001 for 43 crossings of jurisdictional
waters in the vicinity of Crane and Church Creeks for Town of Faith sewer improvements.
Temporary impacts totaled .995 acres and permanent impacts to waters were 0.012 acres.
Temporary stream impacts were 341 linear feet and permanent stream impacts were 180 If. NC
DWQ 401 water quality certification #01-1548 issued November 1, 2001.
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.
Unknown.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Temporary stream and
wetland impacts due to sewer crossingL that total 201f of stream and 2 sq ft of wetland.
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**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
WI1 Temp-sewer .00005 No 0 Riparian

* 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.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 ph the y: 0.00005
Total area of wetland impact proposed: .00005 acres (temporary)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
Si l Temp 20 UT Crane Creek 3 Interco (USGS)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mapquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20 temporary
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 Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
Page 8 of 8
N/A N/A N/A N/A 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.): No ponds proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Proposed sewer corridor will intersect stream at perpendicular angle. Proposed wetland impact
will avoid larger wetland pocket. Proposed impacts very small.
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.
Page 9 of 12
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
ht!p://h2o.enr.state.nc.us/ncwetlands/stnni,,-ide.html.
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.
Temporary impacts to USGS intermittent stream will be 201f. Purpose of project is to
improve water quality in the Town of Faith due to failing septic systems. Applicant contends
further avoidance of stream and wetlands along with project purpose serves as mitigation for
proposed impacts I
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
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
Page 10 of 12
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
(Neuse), 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:
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 0
2 1.5 0
Total 0
* 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)
Page 11 of 12
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.
Project is linear-sanitary sewer construction
XII. Sewage Disposal (required by DWQ)
I
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.
Project is sanitary sewer construction.
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
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).
8/6b
Applicant/Agen Signature Date
(Agent's signature is vali only if an authorization letter from the applicant is provided.)
Page 12 of 12
FROM : TOWN OF FAITH
•
FAX NO. : 7042790408 Jun. 22 2005 01:31PM P2
Soil & Env.i.ron-mental consultants, ;?A.
Z36 UPhillip Coma. Suite C • Conemd. North CaroGiu 28025 • Phooc: [phone] • Fax: [phone]
wwwSandP.C.com
AGENT ALM-10RIZATION FORM
j111 Blanks To Be Filled In By The Current Landowner
Name: T-gwn of Faith
Addzess: P n An: 37, FA4rh, Nr 2800]
Phone: f704) 279-7500
ProjectName/Dcsaiption: spwi r Rz.rPna4nn - Dalfaur (harry Rnnd
Date: Tung 13 2QQ%
The Department of the Army
US- Army Corps of Engineers, Wihnsngton, District
P.O. Boa 1890
Wi1mingtolt, NC 28402
Attn: Amanda Tdnes_
Field Office: Asheville
Re: Wetlands Related Consulting and Permitting
To Whom it may Concern:
I, the current Rroperty owner, hereby designate and authorize Soil & Envh=un nlal Consultants, Inc to
act in my behillf as my agent in the processing of permit applicatiaals, to fumish upon request
supplemental information in support of applications, etc from this day fozward. The 13 r h day of
_iunp 200%
This notifscation supersedes arty previous rormsponddawe concerning the agent for this project
NOTICE T11is authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&l;C staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Town of Faith, NC 0
W GaTX...Csagdnnr- Mayor: 0?-
Print Property Qwnefs Name Property O 1er's Sogaature
cr. Mrs. Cyndi Xaroly cc Mr. Wendell Overby
NCDENR - DWQ Soil & Envirorunental Consultants, .PA.
2321 Crabtree Blvd., Ste 250
Raleigh, NC 27604-2260
0maal>o MIM
3817-H t.awndalo D &C RgWrh JIMIra-
11010 pvea R9dco Rosd
Greensboro. NC 27455 Mdgh. Nc 27614
Phone: [phone] phone: (919) 846-"W
Far: (336) s40-8235 Fiat: [phone]
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7uV1f
Name: ROCKWELL Location: 035° 3657.5" N 080'27'10.6' W
Date: 6/28/2005 Caption: Town of Faith
Scale: 1 inch equals 1000 feet Sewer Improvements
5-1024
Cowright (C) 1997. Wptech, Inc.
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0
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200230087; 200230088
County Rowan
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Town of Faith
Address: P.O. Box 37
Faith, NC 28041
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Town of Faith - Sewer
Description of Activity:
Install approx. 60,000 LF of sanitary sewer line in the Town of Faith. The project will
require 43 crossings of jurisdictional waters in the vicinity of Crane Creek, Church Creek,
and unnamed tributaries. Temporary impacts to waters will total 0.995 acre with permanent
impacts to waters totaling 0.012 acre. Proposed temporary stream impacts will total 341 LF
with permanent stream impacts totaling 180 LF. The purpose of the project is to eliminate
untreated sewage from failing septic systems from reaching surface waters.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
12, 39 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your actividy.is
subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive a
Section 401 water quality certification from the N.C. Division of Environmental Management, telephone (919)
733-1786.
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General. Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date November 16, 2001
Corps Regulatory Official Steve Chapin Telephone No. [phone]
Expiration Date of Verification November 16, 2003 j
cc: S&EC, Inc.
CFSAW Form 591
Reviud July 1995
?1 V 1I ?lJQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
?o 0 North Carolina Department of Environment and Natural Resources
> r Gregory J. Thorpe, Ph.D.
-f Acting Director
'C Division of Water Quality
November 1, 2001
DWQ # 01-1548
Rowan County
Town of Faith
W. Gary Gardner, Mayor
PO Box 37
Faith, NC 28041
APPROVAL of 401 Water Quality Certification and Additional Conditions
Dear Mr. Gardner.
You have our approval, in accordance,with the att9=!;ed corcfttbm, to inpact 180 4)ear feet of stream and 0.012 acre.
of wetland for the purpose of constructing Yie Town of Falh Sew-- p-,gect in Pkman Co(e , as desc dbed in your
application materials received by the Divison of War t?xlity on Ccmber 22, 2001. After reviewing your application, we
have decided this work is covered by Ger)e-al Water Qtaity Cermcz:5on Numbers 3288 and 3287, which can be
downloaded from our web site at httpJ/h2n-c3rlr.state.nc.s'ncwE`-,an s_ This Ca ification arrows you to use Nationwide
Permit Numbers 12 and 39 when the US Aamy Corps- of Enginee3 (USACE) moues it. In addition, you should get any other
federal, state or local permits before you go ahead frith t=I.n- prcjac? nduding W not firmed to) Sediment and Erosion
Control, Non-Discharge, State Stormwater and Wate-Su p y Wed regutions. Also Zhis approval will expire when
the accompanying 404 permit expires uniem otherwiNe s;ecified ia th? Genera Certifx:a5bn..
This approval is only valid for the purpxe and design qat yca o-sscri d in your aw1icafion. If you change your
project, you must notify us in writing and yov,may be iBc Fred to.; rnd us a new appficat;on for a new cer if-tcation. If the
property is sold, the new owner must be girt a col:w fife CerJcat;on and approval Iffier and is tt>ereby responsible for
complying with all conditions. If total wetlar d fills for fiis sec t (row or in the future) exceed one acre, compensatory
mitigation may be required as described in 115A NCAC2H.0506 (2). For this ElDProval to be valid, you must follow the
conditions listed in the attached certification and thos.-_ Tmr=d below.
1. Anti-seep collars must be construed a nptb corx:fdb , rtrlmber o6 in General C•Astif>cafon Number 3288
Conditions.
2. As new sewer line corutruction, yrzalare red i ite followNCAC 2f-H-A09@(2)(G)fr)- This requires a minimum
50-foot separation from cuss B tars.
3. The access corridor is I5m1ed to tt*apecfficafinrn in conddioa nurnbar 15n Gbr a Certificafiori Number 3288.
i
If you do not accept any of tine condiitkw Df this =tiffcationl, 3mu =ay ask kor an acWy Rearing You must act
within 60 days of the date that you receive4ltfisgetter- Drift fora bearing, serda wktm Peffm winch conforms to
Chapter 1508 of the North Carom Genet,l$t .ttDltL- Offices 01?nre Hearkipss, 6714 Mal Service Center,
Raleigh, N.C. 27611-6714. This certificafi= and its c*ndttans are find and butdl'tng unless )vu ask for a hearing.
A
N. C. Division of Water Quality 1e&j "Servir?• Enka 93409A, NC L r _-??rp "?j 733-7-vk5 Custoiw setvice
1 800 32:3-7748

Page 2 of 2
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Pete Colwell in the Mooresville DWQ Regional Office at 704-668-6040 or Todd St. John in
Raleigh at 919-733-1786.
in rely,
I
ry J. Thorpe, PhD
tin Director
Attachment
cc: USACE Asheville Regulatory Field Office 01-1548
Mooresville DWQ Regional Office
File Copy
Central Files
Wendell Overby, S&EC; PMB 291,3020-1 Prosperity Church Road; Charlotte, NC 28269-7197
?7VIL?7
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Town of Faith sewer-Balfour Road Date: 5/31/05
Applicant/Owner: Town of Faith County: Rowan
Investigator: B. Fulton, E. Bailey State: NC
I
Do Normal Circumstances exist on the site? X Yes No Community ID: Mix hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Quercus alba Tree FACU 9. I
2. Oyxdendrum arboreum Tree NI 10. I
3. Liquidambar styracif/ua Tree FAC+ 11.
4. Liriodendron tulipifera Tree FAC 12.
5. Lonicera japonica Vine FAC- 13.
6. Acer rubra Tree FAC 14. I
7. Juniperus virginiana Tree FACU- 15.
8. 16. I
I
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 50
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
_ Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 1 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: N/A (in.) FAC-Neutral Test
_
Other (Explain in Remarks)
Depth to Saturated Soil: N/A (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Balfour Road sewer-Town of Faith Plot ID: Upland
cnn S
Map Unit Name Drainage Class: well
(Series and Phase): Vance Field Observations
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 Ap 10YR 5/2 Sand loam
5-20 Bt 10YR 5/8 Clay
Hydric Soil Indicators:
Histosol Concretions
_
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Town of Faith sewer-Balfour Road Date:. 5/31/05
Applicant/Owner: Town of.Faith County: Rowan
Investigator: B. Fulton E. Bailey State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Riparian wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: wetland
(If needed, explain on reverse.)
\/C/_CTATI/lNI
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Anus serru/ata Shrub FACW 9.
2. Salix nigra Shrub OBL 10.
3. Liquidambar styraciflua Tree FAC+ 11.
4. Liriodendron tulipifera Tree FAC 12.
5. Woodwardia areolata Herb OBL 13.
6. Acer rubra Tree FAC 14.
7. Athyrium filix femina Herb FAC 15.
8. Peltandra virginica Herb OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100
Remarks:
uvnRni nr_v
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
x Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) _ Water-Stained Leaves
x Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 6 (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Balfour Road sewer-Town of Faith Plot ID: wetland
cnn S
Map Unit Name Drainage Class: poorly
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Endoaquualt Confirm Mapped Type? x Yes - No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3 A 10YR 3/1 Sand loam
3-8 Eg 10YR 5/1 Sand loam
8-20 Bg 10YR 6/1 10YR 5/6 Common/distinct Sand cla loam
Hydric Soil Indicators:
Histosol Concretions
_
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_
X Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes No X Yes No
Hydric Soils Present? x Yes No
Remarks:
i
?.??r1dlJ ?jV 21 PERMANENT f/ 8 PRVC SANITARY SEWER i / >
NA A
i
F UTILTY EASEMENT j Q a
\.,.. - UH A-3 NR A=2
`, ... -
1 Ge¢v_bc't coy, 't?LUCTtoH 1 f' a
W
X ?' ,? X \I 1\ W W
b
El 5 AL 8" P SATIVE 'El' F,
ANITARY SE 1 2 &
wER / 1 I
i
:- -MH .1}/J
.% ?MH B-2 e - `
20' PERMANENT -
r _ UTILITY EASEMENT
NO N51tL?G7E
w'r` mi'Jia'fie . MH 8-1. -
?_.._
Ote
II - ..

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2
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OPF 8, aA PLC

140
? N l+f
W W W
Z Z Z
J J J
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N
o aao.
~z
?W5
i¢=
320
910
t.: t
(10 BE ABANDONED)
J / LOT S
-\-=STING, SEWER VICE
(TO BE ARM= )
MH-2 FSJNEA
WE7LANCS
(Vf.-1) 2 SE OE
160'00' V?TLf.ftLOT
w LOT 4
IDT b
LOT 2 SM 83*M
tttao t14au
\ OPEN CUT DFnSWAY
1 LF PAVEMENT
REPLAm MY -TYPE 'C SERVICE LATERAL LOT 9
\ h CLEAN OUT
1 CUT 1 (7YP)
LCT t \f
REP -TYPE 'C _ MH-4 DZISTING WATER LINE
- APPR=MAIMY S OFF EDP
121DC26'
MH-3 " LEGION CLUB ROAD
OPEN CUT DRIVEWAY EX FIR` HYDRANT S.R. NO, 2365 IV PAVED 60' RMI
12 LF PAVEMENT P) 2C PERMANENT -
REPLACEY.ENT-TYPE 'C m, SANITARY SEWER EASEMENT
PLAN
SANITARY SEVER LINE BEARINGS
LINE BEARING DISTANCE
EX MH B TO MH-1 N26'36'32*W 6167
MH-1 TO MH-2 SS=2rW 70.66'
MH-2 TO MH-3 S53'23'29'q 126,7T
MH-3 TO WK-4 S04='54 W 340,4Y
50 0 25 50
FEET
H=ONTAL SCALE: 1' - 50'
VERTICAL SCALE: 1' - 5'
r
PROFILE r?
tar

--- ---------
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SCAM AS NOTED
Sh"t No.
i OF 1
¦

WITHERS &' RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
,iii MacKenan Drive
CARY, NORTH CAROLINA, 2 51
r:g 1 ((?? ??++ ??j(-?
[phone] n 1D V E D ?J E i i p I
FAX [phone]oo8
NOV 1 S 2005
TO: 401/Wetlands Unit nr-WR - WAT€R QUALITY
NCDENR DWQ t?ERRMSANDSTORIMATERBRANCH
1621 Mail Service Center
Raleigh, NC 27699-1621
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
f??s
p 5 - 1513 t?-p-?-
LEFIFI IFT CMG TRANSAA/ HTAL
6A' 11/08/2005 JOB NO. 202284.00
AT`ENnON Aol/Wetlands Unit
RE: Town of Faith Certificate of Completion
E Attached ? Under separate cover via _
? Prints ? Plans ? Samples
? Change order ? Diskette ?
? Resubmit
? Submit
? Return
COPIES DATE NO. DESCRIPTION
1 11/08/200 1 Town of Faith - o5-15i3 - Certificate of Completion

i
I.

? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted
® Foryour use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
REMARKS:
I
i
COPYTO: file SIGNED: Z" Q?C
G
if enclosures are not as noted, kindly notify us at once.
the following items:
? Specifications;
- copies for approval
copies for distribution
corrected prints
Certificate of Completion
DWQ Project No.: OS - (S(3 County: __?U W arl
Applicant: -Tot"R v?_ ?c k+- k
I
Project Name: 1oca.n a'F F?f+h S, (6urs_y
Date of Issuance of 401 Rater Quality Certification: S?O?ryrl? 01? ?C1OS
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form
may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer.: It is
not necessary to send certificates from all of these.
Applicant's Certification
hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to, be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials. I
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
S ignature:
Date:
If this project was designed by a Certified Professional
?)av1c? ?, /ulc ay?(? j
as a duly registered Professional C"61ihtCY (ie.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe eno :call , weekly, full time) the construction of the project, for the Permittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
0-t-4 ` A IM CG C? Registration No.: 0 $ Date: 1110T
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