20060652 Ver 2_401 Application_20070109

ADAIuiS-H)JATH ENGINEERING, INC.
CIVIL - ENVIRONAfENTAL
~/ a,. O to -"~ (o S oL
January 5, 2007
Raleigh Regulatory Field Office ,.
US Army Corps of Engineers
6512 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
Re: Cross Creek/Laurel Court Water and Sewer Extensions Project - ~ ~~
Contract 2- Sewer
Surry County, North Carolina , , ~,,, ~ ~ y ~ p
Dear Sir/ Madam:
Please find enclosed the original and one copy of the Pre-Construction Notification for the above
referenced project. The project involves sewer line extensions from the City's existing sewer system. to
serve an area being annexed. Proposed construction includes sewer line stream crossings at twenty-seven
(27) locations. By copy of this letter, we are also forwarding seven (7) copies to the NC Division of Water
Quality and one copy to the NC Wildlife Resources Commission. We included a $200.00 fee payment to
NCDWQ for a Minor Water Quality Certification as less than 150 LF of stream will be impacted and we
believe that Nationwide Permit 12 would apply and a 401 Certification is not required. The NCWRC is
copied due to Surry County's listing as a Trout County.
if you have any questions, feel free to call.
Sincerely,
ADAMS-HEATH ENGINEERING, INC.
SWUM
Kevin Heath, P.E.
cc: NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
w/ 7 attachments & $200.00 check
North Carolina Wildlife Resources Commission
Western Piedmont Regional Coordinator ~ ~ ~~ -~~~~~1 ~~f ~~
3855 Idlewild Road 41~
Kernersville, North Carolina 27284-9180 ,f,~N ~
w/ 1 attachment t'~tt77
~` W '~.~
Mitch Williams, P.E., City of Mount Airy w/ 1 attachment ~~~nJft~~r~~ ~d~t,
~~ dEiPr
KH/slp
TEL: [phone] NORTH MAIN STREET FAX: [phone]
t~AT..A.X, \11RGINIA 24333

b
O~1"lfice Use Only: Form Version March 05
USACE Action ID No. DWQ No. Y ~ ~ to - O l0 5 2-
qtr any parttcular ttem Is not appttcable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~ v ~~
~/ SI r':t~a~
1. Check all of the approval(s) requested for this project: RFCE~VE~
® 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: Nationwide Permit 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), here: ^
p ~~
II. Applicant Information "-' ~ I~
~~~"d 11 7~Gi7
1. Owner/Applicant Information
Name: Mr. Mitch Williams, P.E., City En ineer `~ ~"'~' r"
g ~-+~r~~`da 1~Y
Mailing Address: City of Mount Airv '~"~±
P.O. Box 70, 440 East Pine Street
Mount Airv, North Carolina 27030
Telephone Number: X336) 786-3500 Fax Number: [phone]
E-mail Address: mwilliams(a,mountairy.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Heath. P.E.
Company Affiliation: Adams-Heath En~ineerin~, Inc.
Mailing Address: 119 North Main Street
Galax, VirPinia 24333
Telephone Number:~276) 236-4588 Fax Number: [phone]
E-mail Address: kheath ,adams-heathinc.com
Updated 11/1/2005
Page 5 of 13

t ~
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: Cross Creek/Laurel Court Water & Sewer Extensions Project
Contract 2 -Sewer
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Surry Nearest Town: City of Mount Airy
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): North of Mount Airy.
See attached site vicinity map -excerpt from USGS Quad sheets.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached Site Description Sheet
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Lovills Creek and un-named tributaries
8. River Basin: Yadkin River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Project includes twenty-seven (27) sewer line stream
crossinQS (most of which are on private easement). Adjacent properties include highway
residential development farm land a golf course and undeveloped property
Describe the overall project in detail, including the type of equipment to be used: The pro: ect
involves extension of public sewer service to the community. Included in the construction
Updated 11/12005
Page 6 of 13

f
will be twenty-seven (27) sewer line stream crossings Of the twenty-seven (27) line
crossings, one (1) is to be directionally drilled below streambed eight (8) are proposed to be
horizontally bored and steel encased below streambed without excavation twelve (12) are
proposed to be open cut and steel encased below streambed and seven (7) are proposed to be
aerial steel encased sewer line installed above normal water level.
10. Explain the purpose of the proposed work: Stream crossings for public sewer lines to serve
area of Surry County being annexed into the City of Mount Airy
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. Previous permit approval was requested for water extensions throughout
the annexation area and a first place of sewer service within the Cross Creek Country Club golf
course. The USACE issued General Permit authorization on April 19 2006 (Action ID 2006
20742- attached) and DWQ issued 401 Water Quality Certification on May 17 2006 (DWQ #
06-0652 attached)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit request anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs 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.
Updated 11/1/2005
Page 7 of 13

Provide a written description of the proposed impacts: Temporary disturbance of streambed
at twelve (12) locations required for subaqueous sewer line stream crossings These sites
will include excavation, sewer line installation trench backfill and restoration Additionally
sewer lines will be installed below streambed by directional drilling at one 1) location by
horizontal boring and steel encasement below streambed at eight (8) locations and by aerial
steel encasement above stream surface level at seven (7) locations
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: None
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number

(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width

Before Irrt act Impact
Length

(linear feet) Area of
Impact

(acres)
S1 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S2 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F. +/- N/A N/A
S3 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F. +/- N/A N/A
S4 U.T. to Lovills Creek Stream Crossing Perennial 10 +/- L.F. N/A N/A
SS U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S6 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S7 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S8 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S9 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- 10 L.F. 0.001
S10 U.T. to Lovills Creek Stream Crossing Perennial 10 L.F. +/_ N/A N/A
S 1 l U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S12 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- 10 L.F. 0.001
upuaicu ~ uii~~~~
Page 8 of 13

S13 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S14 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S I S U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S16 Lovills Creek Stream Crossing Perennial 35 L.F. +/- N/A N/A
S17 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F. +/- 10 L.F. 0.001
S18 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F. +/- 10 L.F. 0.001
S19 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F.+/- 10 L.F. 0.001
S20 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F.+/- 10 L.F. 0.001
S21 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F.+/- 10 L.F. 0.001
S22 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F.+/- 10 L.F. 0.001
S23 U.T. to Lovills Creek Stream Crossing Intermittent 5 L.F.+/- 10 L.F. 0.001
S24 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- N/A N/A
S25 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- 1 O L.F. 0.001
S26 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- 10 L.F. 0.001
S27 U.T. to Lovills Creek Stream Crossing Perennial 5 L.F. +/- 10 L.F. 0.001
Total Stream Impact (by length and acreage) 120 0.014
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fll P~rcavatinn rirPrlaina flnnrlinu rlrainage_ hnikheads_ etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.014
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.014
Total Stream Impact (linear feet): 120
7. Isolated Waters
Do any isolated waters exist on the property?^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Updated 11/1/2005
Page 9 of 13

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.): None
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The number of stream crossings required has been reduced to the fewest possible. The impacts
have been minimized b requiring the crossings to be either directionally drilled or horizontally
drilled below streambed level or aerial steel encased above stream surface where practical. The
aforementioned avoidances were not practical in twelve (12~ locations, which are proposed to be
installed by open cut excavation. All open cut stream crossings will be made using a temporary
flume pipe to maintain stream flow with the carrier pipe installed below streambed elevation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.em-.state.nc.us/ncwetlands/strmgide.html.
Updated 11/1/2005
Page 10 of 13

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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
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.
Updated 11/1/2005
Page 1 1 of 13

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feed Mitieation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The project involves sewer lines installed below
trade, so there will be no impact to Stormwater volume. Short-term impacts due to construction
disturbance to be addressed by implementation of an E& S Control Plan.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed proiect area is predominantly unsewered, so individual on-site septic systems are
currently used. The City of Mount Airy's sewer system is being extended to serve the area. The
City's sewer system is served by an existing 7.0 MGD wastewater treatment plant, which is
currently operating at about half capacity.
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
Updated 11/1/2005
Page 12 of 13

XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
proposed project area includes moderate residential development and existing development
patterns are not anticipated to deviate significantl~pon project completion.
XV. 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).
Donald N. Brookshire, City Manager ~s-~~~~ti~„e,~~ -- /- 3-
Applicant/Agent's Signature ~ ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated l Ul/2005
Page 13 of 13

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CROSS CREEK /LAUREL COURT
SEWER EXTENSIONS PROJECT
SURRY COUNTY, NORTH CAROLINA
STREAM CROSSING INFORMATION
PLAN LATITUDE/
SITE SHEET STREAM LONGITUDE WORK DESCRIPTION
S1 4 Un-named N 36°32.07' Sewer Line 100-Installation of 8" gravity sewer line horizontal
W 80°38.62' bored and steel encased 2' min. below existing streambed. Site is
located along west side of North Fanklin Road crossing un-named
tributary to Lovilis Creek. Stream width = < 5 L.F.
S2 7 Un-named N36°31.97' Sewer Line 102-Installation of 8" gravity sewer line with aerial
W80°38.00' steel encasement 3' min. above existing stream surface. Site is
located along south side of Fancy Gap Road crossing un-named
tributary to Lovills Creek. Stream width = < 5 L.F.
S3 17 Un-named N36°32.14' Sewer Line 140-Installation of 8" gravity sewer line horizontal
W80°38.75' bored and steel encased 2' min. below existing streambed. Site is
located along west side of Chatham Road crossing un-named
tributary to Lovills Creek. Stream width = < 5 L.F.
S4 21 Un-named N36°32.46' Sewer Line 201-Installation of 8" gravity sewer line horizontal
W80°37.67' bored and steel encased 2' min. below existing streambed. Site is
located along south side of Greenhill Road crossing un-named
tributary to Lovills Creek. Stream width = < 10 L.F.
SS 22 Un-named N36°39.44' Sewer Line 200-Installation of 8" gravity sewer line with aerial
W80°37.68' encasement 3' min. above existing stream surface. Site is located
along south side of Greenhill Road crossing un-named tributary to
Lovills Creek. Stream width = < 5 L.F.
S6 23 Un-named N36°32.33' Sewer Line 200-Installation of 8" gravity sewer line horizontal
W80°38.23' bored and steel encased 2' min. below existing streambed. Site is
located along south side of North Andy Griffith Pazkway crossing
un-named tributary to Lovills Creek. Stream width = < 5 L.F.
S7 23 Un-named N36°32.36' Sewer Line 200-Installation of 8" gravity sewer line with aerial
W80°38.27' steel encasement 3' min. above existing stream surface. Site is
located along south side of North Andy Griffith Parkway crossing
un-named tributary to Lovilis Creek. Stream width = < 5 L.F.
S8 43 Un-named N36°32.43' Sewer Line 224-Installation of 8" gravity sewer line with aerial
WSO°38.36' encasement 3' min. above existing stream surface. Site is located
along south side of North Andy Griffith Parkway crossing
un-named tributary to Lovilis Creek. Stream width = < 5 L.F.
S9 24 Un-named N36°32.51' Sewer Line 227-Installation of 8" gravity sewer line open cut and
W80°38.49' steel encased 2' min. below existing streambed. Site is located
along south side of North Andy Griffith Parkway crossing
un-named tributary to Lovills Creek. Stream width = < 5 L.F.
S 10 29 Un-named N36°32.33' Sewer Line 205-Installation of 8" gravity sewer line horizontal
W80°38.08' bored and steel encased 2' min. below existing streambed. Site is
located along east side of North Andy Griffith Parkway crossing
un-named tributary to Lovilis Creek. Stream width = < 10 L.F.
S11 33 Un-named N 3b°32.53' Sewer Line 210-Installation of 8" gravity sewer line horizontal
W 80°38.06' bored and steel encased Z' min. below existing streambed. Site is
located along south side of Guiness Lane crossing un-named
tributary to Lovills Creek. Stream width = < 5 L.F.

CROSS CREEK /LAUREL COURT
SEWER EXTENSIONS PROJECT
SORRY COUNTY, NORTH CAROLINA
STREAM CROSSING INFORMATION
PLAN LATITUDE/
SITE SHEET STREAM LONGITUDE WORK DESCRIPTION
S12 45 Un-named N36°32.20' Sewer Line 230-Installation of 8" gravity sewer line with open cut
W80°36.70' and steel encasement below existing streambed. Site is located
along north side of Greenhill Road crossing un-named tributary to
Lovills Creek. Stream width = < 5 L.F.
S 13 55 Un-named N36°32.24' Sewer Line 240-Installation of 8" gravity sewer line with aerial
W80°36.ST steel encasement 3' min. above existing stream surface. Site is
located east of Greenhill Road crossing un-named tributary to
Lovills Creek. Stream width = < 5 L.F.
S14 58 Un-named N36°32.27' Sewer Line 243-Installation of 8" gravity sewer line horizontal
W80°36.45' bored and steel encased 2' min. below existing streambed. Site is
located west of Wards Gap Road crossing un-named tributary to
Lovills Creek. Stream width = < 5 L.F.
S15 60 Un-named N36°32.33' Sewer Line 245-Installation of 8" gravity sewer line with aerial
W80°36.27' encasement above existing stream surface. Site is located west of
Wards Gap Road crossing un-named tributary to Lovills Creek.
Stream width = < 5 L.F.
S 16 63 Lovills Creek N36°31.79' Sewer Line 250-Installation of two 4" sewer siphon barrels
W80°37.04' directional drilled 5' min. below existing streambed. Site is located
southwest of Hunting Hill Drive crossing un-named tributary to
Lovills Creek. Stream width = < 35 L.F.
517,18,19, 85 Un-named N36°32.55' Sewer Line 275-Installation of 8" ductile iron gravity sewer line
20,21,22,23 W80°37.20' with open cut 2' min. below existing streambed. Seven (7) sites aze
located south of Pine Creek Trail crossing un-named tributary to
Lovills Creek. Stream width = < 3 L.F.
S24 95 Un-named N36°31.81' Sewer Line 282-Installation of 8" gravity sewer line horizontal
W80°37.23' bored and steel encased 2' min. below existing streambed. Site is
located west of Pine Creek Trail crossing un-named tributary to
Lovills Creek. Stream width = < 5 L.F.
S25,26 92 Un-named N36°31.87' Sewer Line 281-Installation of 8" gravity sewer line open cut and
W80°37.37' steel encased 2' min. below existing streambed. Site is located
N36°31.89' south of Pine Creek Trail crossing un-named tributary to Lovills
W80°37.42' Creek. Stream width = < 5 L.F.
S27 96 Un-named N36°31.90' Sewer Line 284-Installation of 8" gravity sewer line open cut and
W80°37.47' steel encased 2' min. below existing streambed. Site is located
along east side of Hadley Road crossing un-named tributary to
Lovills Creek. Stream width = < 5 L.F.

REINFORCE/REPLACE
EXCAVATED WORK
AREA & STREAMBANK
W/CLASS IRIP-RAP
I
ANCHOR CASING PIPE
TO CONCRETE
W/ 3/8"x2,.
GALV. STEEL STRAP
& EMBEDDED
ANCHOR BOLTS
TEMPORARY SILT
FENCE
ALTERNATE STREAM CROSSING METI-IOD
FLUME PIPE ~ CROSSING - TYPICAL DETAIL
\ CONTINUOUSLY WELDED
STEEL CASING PIPE CREEK BANK BEYOND
TEMPORARY FLUME PIPE OR PIPES
NON-ERODIBLE BARRIER NCDOT
CLASS A EROSION CONTROL
STONE RIP-RAP, OR SANDBAGS
EXISTING
GRADE
BACKFILL STREAMBEAD
TO ORIGINAL GRADE W/
MATERIAL EXCAVATED ~
FROM STREAM
24" MIN. COVER
BELOW STREAMBED
STREAM
REINFORCED CONCRETE 5' MAX.
END SUPPORT ANCHOR EXCAVATED WIDTH

NON-ERODIBLE BARRIER
NCDOT CLASS A
EROSION CONTROL
STONE RIP-RAP, OR
SANDBAGS
-----
---- -
- ---
--- - --
- -- ---
--- - ------ -- --
- ------ -- --
+CARRIER PIPE
TEMPORARY FLUME
STREAM
PIPE OR PIPES
EXTEND END SUPPORT ~ 24" MIN.
ANCHOR 36" MIN.
BEYOND OUTSIDE EDGE ~_-O ~-COVER BELOW
OF CASING PIPE (TYP.) STREAM BED
STEEL CASING
io't TYP. I I~ & CARRIER PIPE
EACH SIDE INTERNAL PIPE ~~ BACKFILL STREAMBEAD
SUPPORTS ~ TO ORIGINAL GTADE W/
AS REO'D. ~ MATERIAL EXCAVATED
PLAN ~ FROM STREAM
~~
r~
TEMPORARY FLUME SECTION
PIPE OR PIPES
TEMPORARY DEWATERING STRUCTURE
SHALL CONFORM TO THE LATEST NC
EROSION & CONTROL PLANNING &
DESIGN MANUAL HANDBOOK STANDARD
6.60.1 FOR TEMPORARY SEDIMENT TRAP
REINFORCE/REPLACE
EXCAVATED WORK AREA
& STREAMBANK W/
STREAM 5~ CLASS I RIP-RAP
MIN. SEAL BOTH ENDS
-'~`" OF CASING W/
GROUT
---------------- -------------- -- -- ~- CARRIER PIPE
12" MIN.
EXTEND END I I
SUPPORT ANCHOR J `L
36" MIN. BELOW REINFORCED CONCRETE
BOTTOM OF CASING END SUPPORT ANCHOR
INTERNAL PIPE
SUPPORTS
AS REO'D.
PR(l~'TT Ta'
-~! !.f-24" MIN.
CONTINUOUSLY
WELDED CASING
PIPE
NOTE: THE FLUME PIPE METHOD SHALL ONLY BE AUTHORIZED BY THE ENGINEER AND ONLY AFTER THE HORIZONTAL BORE
METHOD HAS BEEN ATTEMPTED AND FAILED.
STEP 1) CONSTRUCTION SHALL BE DONE IN LOW FLOW PERIODS & WITH FLUME PIPE OPERATIONAL.
STEP 2) CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT FLOW OF STREAM.
STEP 3)INSTALL TEMPORARY SILT FENCES TO CONTROL APPROACH AREAS.
STEP 4) INSTALL FLUME PIPE & NON-ERODIBLE BARRIER.
STEP 5) DEWATER W/IN DAMMED OFF AREA INTO SEDIMENT TRAPPING DEVICE.
STEP 6) EXCAVATE TRENCH & INSTALL PIPE.
STEP 7) BACKFILL STREAMBED WITH EXCAVATED MATERIAL TO ORIGINAL PROFILE. STABILIZE BANKS W/ RIP-RAP.
STEP 8) REMOVE BARRIER & FLUME PIPE.
STEP 9) IMMEDIATELY STABILIZE & REVEGETATE STREAM BANKS BY SEED, MULCH & STRAW.
NOTE FLUME PIPE CROSSING METHOD TO BE USED WHEN IN-STREAM CONSTRUCTION WILL LAST 48 HOURS OR LESS & STREAM
IS LESS THAN 20' WIDE.
PURPOSE:
IN: Various Streams
CROSS CREEK/LAUREL COURT
COUNTY OF: Surry STATE: NC
TO EXTEND SANITARY SEWER SERVICE
TO TILE CROSS CREEK/LAUREL COURT
ANNEXATION AREA.
Sanitary Sewer
APPLICATION BY:
EXte11S10nS PrO~eCt City of Mount Airy
SHEET 1 DATE 12/29/06

r
DIRECTIONAL DRILL STATER OR SEtiVER LINE CROSSING
I STREAM
CONCRETE ANCHOR BLOCKS
& TRANSITION FROM HDPE
PIPE TO DUCTILE IRON PIPE
DUCTILE IRON
CARRIER PIPE
TEMPORARY SILT
FENCE INSTALLED
~ TOP OF BANK
~DPE CARRIER PIPE
-DIR CTIONALLY DRILLED
BELOW STREAMBED
PLAN VIEW
TEMP. DEWATERING STRUCTURE
SHALL CONFORM TO THE MOST
CURRENT NC EROSION & SEDIMENT
CONTROL PLANNING & DESIGN
~~ MANUAL HANDBOOK STANDARD
~~ 6.60.1 FOR TEMP. SEDIMENT TRAP
•
f
I
.'
~~.
SILT FENCE @
EXISTING TOP OF BANK
GRADE
DUCTILE IRON
CARRIER PIPE
,a` ~ -.~ ~
_.
~ =' CONCRETE ANCHOR BLOCKS
& TRANSITION FROM HDPE
STREAM PIPE TO DUCTILE IRON PIPE
-__ ___ S' MINIMUM COVER
. ~ BELOW STREAMBED
HDPE CARRIER PIPE -
DIRECTIONALLY DRILLED
BELOW STREAMBED
PROFILE SECTION
NOTE: THIS DETAIL APPLIES TO ALL UTILITY LINE STREAM CROSSINGS SPECIFIED TO BE COMPLETED BY DIRECTIONAL DRILLING
1) CONSTRUCTION SHALL BE DONE IN LOW STREAM FLOW PERIODS WITH NO FORECAST PRECIPITATION.
2) NO IN-STREAM WORK WILL BE ALLOWED.
3) INSTALL EROSION CONTROL MEASURES; SILT FENCE AND TEMPORARY SEDIMENT TRAP.
4) EXCAVATE BORE AND RECEIVING PITS ON OPPOSITE SIDES OF STREAM.
5) DIRECTIONALLY DRILL AND INSTALL HDPE CARRIER PIPE BELOW STREAMBED.
6) INSTALL TRANSITION FITTINGS, CONNECTING HDPE PIPE TO DUCTILE IRON PIPE.
7) INSTALL CONCRETE ANCHOR BLOCKS AT PIPE TRANSITION AREAS.
8) EXTEND DUCTILE IRON CARRIER PIPE BEYOND BORE AND RECEIVING PITS.
9) REMOVE DRILLING EQUIPMENT; BACKFILL BORE PIT, RECEIVING PIT, & SEDIMENT TRAP TO GRADE.
10) STABILIZE AND REVEGETATE DISTURBED WORK AREAS WITH SEED, STRAW, AND/OR MULCH AS REO'D.
11) REMOVE TEMPORARY SILT FENCE AFTER REVEGETATION IS COMPLETE.
PURPOSE:
TO EXTEND SANITARY SEWER SERVICE
TO THE CROSS CREEK/LAUREL COURT
ANNEXATION AREA.
CROSS CREEK~LAUREL COURT I IN: Various Streams
COUNTY OF Surry STATE: NC
Sanitary Sewer
APPLICATION BY:
Extensions PrO~eCt City of Mount Airy
SHEET 2 DATE 12/29/06

ANCHOR CASING PIPE
TO CONCRETE W/ 3/8"x2"
GALV. STEEL STRAP &
EMBEDDED ANCHOR BOLTS
TEMPORARY SILT FENCE
~ ~ STREAM ~
CONTINUOUSLY
WELDED
CASING
PIPE
REINFORCED CONCRETE
END SUPPORT ANCHOR
---CARRIER PIPE
10'± Typ. ,EXTEND END SUPPORT
EACH SIDE ~ ANCHOR 36" MIN.
BEYOND OUTSIDE EDGE
~ ~ OF CASING PIPE (TYP.)
~~1
PLAN INTERNAL PIPE ~~
SUPPORTS AS REQ'D. s
EXISTING 1~
_ ~_ ~ GRADE SILT FENCE ~ --~
- '----__ TOP OF BANK
- TEMPORARY SEDIMENT
BASIN FOR PIT
DEWATERING AND/OR
DRILLING WATER
STREAM
- 5,
- --~----~ MIN. SEAL BOTH ENDS
24" MIN. COVER OF CASING W/
BELOW STREAMBED GROUT
EXTEND END
SUPPORT ANCHOR
36" MIN. BELOW
BOTTOM OF CASING
~! ~ INTERNAL PIPE
SUPPORTS
AS REQ'D.
REINFORCED CONCRETE
END SUPPORT ANCHOR
SECTION
f CARRIER PIPE
~' I--12" MIN.
~ X24" MIN.
CONTINUOUSLY
WELDED CASING
PIPE
CONSTRUCTION SEQUENCE NOTES:
STEP 1) CONSTRUCTION SHALL BE DONE IN LOW FLOW PERIODS.
STEP 2) CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT
WILL NOT ENCROACH ON THE STREAM.
STEP 3) EXCAVATE PIPE BORE PIT. BORE PIPE ROUTE BENEATH STREAMBED.
STEP 4) INSTALL CASING END SUPPORT ANCHORS.
STEP 5) INSTALL STEEL CASING & CARRIER PIPE.
STEP 6) BACKFILL/REINFORCE EXCAVATED AREA.
STEP 7) IMMEDIATELY STABILIZE & REVEGETATE WORK AREA BY SEED, MULCH & STRAW
HORIZONTALLY BORED STATER OR SEINER
~IIVE STREAM CROSSING
PURPOSE:
TO EXTEND SANITARY' SEWER SERVICE
TO THE CROSS CREEK/LAUREL COURT
ANNEXATION AREA.
CROSS CREEK~LAUREL COURT I IN: Various Streams
COUNTY OF Surry STATE: NC
Sanitary Sewer
APPLICATION BY:
E' XtenSlOnS PrO~eCt City of Mount Airy
SHEET 3 DATE 12/29/06

REINFORCE/REPLACE ~ ~ STREAM ~
EXCAVATED WORK REINFORCED CONCRETE
AREA & STREAMBANK CONTINUOUSLY END SUPPORT ANCHOR
W/CLASS I RIP-RAP I WELDED
CASING
PIPE
=_ __ __________ ___ ______ _________ __ ___________ __ __ --CARRIER PIPE
10"f TYP. EXTEND END SUPPORT
EACH SIDE ~ ANCHOR 36" MIN.
ANCHOR CASING PIPE BEYOND OUTSIDE EDGE
TO CONCRETE W/ 3/8"x2" ~ OF CASING PIPE (TYP.)
GALV. STEEL STRAP &
EMBEDDED ANCHOR BOLTS PLAN INTERNAL. PIPE
SUPPORTS
AS REO'D.
EXISTING REINFORCE/REPLACE 2' MIN. COVER
_ ~ GRADE EXCAVATED WORK AREA @ PIER
- --~~- & STREAMBANK W/ 5'±
-~ CLASS I RIP-RAP ~~ SEAL BOTH ENDS
OF CASING W/
GROUT
_ __ __________-_-- ____________-___ -______ _-_____ - --CARRIER PIPE
'~ "~ X12" MIN.
VARIES
EXTEND END _ + -~ x--24" MIN.
SUPPORT ANCHOR _~__ STREAM ~ CONTINUOUSLY
36" MIN. BELOW ~~`---- WELDED CASING
BOTTOM OF CASING REINFORCED CONCRETE
END SUPPORT ANCHOR PIPE
SECTION
CONSTRUCTION SEQUENCE NOTES:
STEP 1) CONSTRUCTION SHALL BE DONE IN LOW FLOW PERIODS.
STEP 2) CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT
WILL NOT INTERFERE WITH FLOW OF STREAM.
STEP 3) EXCAVATE PIPE TRENCH & ANCHOR AREA.
STEP 4) INSTALL CASING END SUPPORT ANCHORS.
STEP 5) INSTALL AERIAL STEEL CASING & CARRIER PIPE.
STEP 6) BACKFILL/REINFORCE EXCAVATED AREA & STREAMBANK W/RIP-RAP.
STEP 7) IMMEDIATELY STABILIZE & REVEGETATE STREAM BANKS BY SEED, MULCH & STRAW
AERIAL WATER OR SEWER LANE STREAM CROSSING
PURPOSE:
TO EXTEND SANITARY SEWER SERVICE
TO THE CROSS CREEK/LAUREL COURT
ANNEXATION AREA.
CROSS CREEK~LAUREL COURT I IN: Various Streams
COUNTY OF: Surry STATE: NC
Sanitary Sewer
APPLICATION BY:
EXtenS10T1S Pr0]eCt City of Mount Airy
SHEET 4 DATE 12/29/06

U.S. ARMY CORPS OF ENGINEER - -- nn nn
WII-MINGTON DISTRICT f) ~ ~ ~ IJ u
Action ID: 200620742 t,~ ~Br~y ~ 7 ~ 0
,~
GENERAL PERMIT (REGIONAL AND NATIONWIDE) V.IFICATTCID
Property Owner: City of Mount Airy
Company: Mitch Williams
Mailing Address: P.O. Box 70, 440 East Pine Street
Mount Airy, North Carolina 27030 Telephone No.: [phone]
Authorized Agent: Adams Heath Engineering, Inc.
Company: Kevin Heath, P.E.
Mailing Address: 119 North Main Street
Galax VA 24333 Telephone No.: [phone]
Location of property (road name/number, town, etc.): City of Mount Airy's proposed Cross Creek/Laurel Court
Water and Sewer Extension project located off of Greenhill Road, north of Mount Airy, in Surry County, North
Carolina. The project is located adjacent to Lovillis Creek.
Site Coordinates: 36.5353971 °N 80.6180548 °W
Waterway: Lovills Creek
USGS Quad: Mount-Airy North
River Basin: Yadkin HUC: 03040101
Description of projects area and activity (see page 2 for a summary of authorized impacts): Mechanized landclearing,
excavation and the discharge of fill material associated with the proposed water and sewer extension construction
resulting in temporary impacts to approximately 60 linear feet of stream channel of the jurisdictional waters of
Lovills Creek.
Applicable Law: ®Section 404 (Clean Water Act, 33 USC 1344)
^ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the perrruttee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding s verificatio any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact John Th~cna t telephone ( 19) 876 X3441, ext 25.
Corps Regulatory Official ~ Date: 04/19/2006 Verification Expiration Date: 03/18/2007
Copy Furnished: agent
Page 1 of 2

Determination of Jurisdiction:
^ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
^ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
^ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID: ).
Basis of Jurisdictional Determinatign~,lream char-~els on site that are tributaries of Lovilts Creek which flows into the Yadkin
River and the Atlantic Ocean. // // / / /
Corps Regulatory Official~/tc~~ l ~, 1~~ Date: 04/19/2006 Determination Expiration Date: 02/24/2007
Summary of Authorized Imaacts and Repuired Mitigation
Action ID NWP / GP O en Water (ac) Wetland (ac Unim ortant Steam (lf) I ortant Stream lf)
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200620742 12 - 60

Irri act Totals 0 0 0 0 0 0 60 0
Total Loss of Waters of the U.S. (ac) 0 Total Loss of Waters of the U.S. (1 0
Re wired Wetland Mitigation ac 0 Re wired Stream Miti ation lf) 0
Additional Remarks and/or Special Permit Conditions:
Page 2 of 2

• aOF WA rF9
T \~• OG
~ ~ r
~ ~ ~. -I
4`~ K
Mr. Mitch Williams. P. E.
City of Mount Airy
P. O. Box 70
Mount Airy, NC 27034
FILE' CROSS CREEK WATtQ~sEWER Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
~i I ~ ~~ ~ 1 V~ C~
~~ MAY 2 2 2006
ill
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Williams:
Alan W. Klimek, P.E. Director
Division of Water Quality
May 17, 2006
DWQ# 06-0652
Surry County
The City of Mount Airy has our approval, in accordance with the attached conditions, to place temporary fill in,
or otherwise impact, 60 linear feet of stream in order to install the Cross Creek/Laurel Court Water and Sewer
Extensions in Mount Airy, Surry County, as described in your application received by the Division of Water
Quality (DWQ) on April 12, 2006. After reviewing your application, we have determined that this fill is
covered by General Water Quality Certification Number 3374, which can be viewed on our web site at
http://www.ncwaterquality.org/wetlands.html. This Certification allows you to use Nationwide Permit Number
12 when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those required
by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or
in the future) exceed one acre, or total fill to perennial streams equals or exceeds 150 linear feet, compensatory
mitigation maybe required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must
follow the conditions listed in the attached certification, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of the
Certification are met. No other impacts, including incidental impacts, are approved:
Amount A roved Plan Location or Reference
Streams 60 linear feet Lovills Creek and six unnamed tributaries as depicted on the
project location maps included with the Pre-Construction
Notification

N"o~``tt,,Carolina
r/vaturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http /hvww.ncwatergualitY.org
Customer Service Number: 1-877-623-6748
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

ILIr. Mitch Williams
Page 2, DWQ# 06-0652
May 17, 2006
2. Appropriate sediment and erosion control measures, which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-IV waters as described in I SA NCAC 02B .0216 Fresh Surface Water
Quality Standards For Class WS-IV Waters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
5. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.
6. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
7. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Unit of the NC Division of Water Quality upon completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 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.

~ T
Mr. Mitch Williams
Page 3, DWQ# 06-0652
May 17, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
i~~~.~_
Alan W. Klimek, P. E.
AWK/cdl
Attachments
cc: Mr. John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 File Copy
Mr. Kevin Heath, P. E., Adams-Heath Engineering, Inc., 119 North Main Street, Galax, VA 24333

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