20041845 Ver 1_COMPLETE FILE_20041116

WAEST
CONSULTANTS
December 14, 2004
405 South Sterling Street, Morganton NC 28655
828 433 5661 / tax 828 433 5662 / [e-mail]
PLLC
Ms. Cyndi Karoly, Supervisor
401 Oversight Unit
NC Department of Environment and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: DWQ Project #04-1845
Woodbridge Road Water Line
West Iredell Water Corporation
Iredell County, North Carolina
Dear Ms. Karoly:
T'"
DE(? !J
DENR - WA i zr
Mo STO ;utiLITY
? 'jrgNpS 'A L
RAN?Cy
1
A review of the courtesy copy of the 401-404 Preconstruction Notification Form that was
mailed to your office on November 9, 2004 indicated that the 8'/2"x 11" copy of the
waterline crossing was omitted from the application. Please find enclosed this omitted
copy and a full plan sheet 1 of 3 of the proposed construction. Please note the Waterline
Crossing Detail at the bottom of this sheet and the notes concerning the treatment of the
stream banks during and after the waterline installation.
There are no planned sewer lines for this area at this time. If I can answer any questions
that you may have, please call me at 828-433-5661. Thank you for your assistance.
Sincerely,
WEST CONSULTANTS, PLLC
Benjamin B. Thomas, P.E.
BBT/jdc
Enclosures
West Iredell Water Company
Page 2 of 2
December 6, 2004
authorized (at this time) by the DWQ. Please call Nikki Thomson or Ms. Cyndi Karoly at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely, gyndii Karoly, Supervis?
401 Oversight Unit
CBK/bs
cc: Alan Johnson, DWQ Mooresville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Filename: 04-1845 - West Iredell Water Company (Iredell) On Hold
O???C VA TFR pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
tom-- North Carolina Department of Environment and Natural Resources
> WM
Q Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
DWQ Project # 04-1845
Iredell County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
West Iredell Water Company
Attn: James Holler
Post Office Box 5607
Statesville, NC 28687
Subject Property: Wood Bridge Road Water Line
REQUEST FOR MORE INFORMATION
Dear Mr. Holler:
On November 16, 2004, the Division of Water Quality (DWQ) received your application dated October
29, 2004 to impact 10 feet of streams to construct the proposed water line installation. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 211.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan.
b. Please include a better-detailed plan indicating where the impacts to the stream are. Also
include any temporary impacts such as site determine and construction access.
c. Please include details on plans to restore/stabilize disturbed areas on either side of the
creek/stream following installation of the water pipe. Riparian vegetation is an important
component in stream bank stability and erosion control.
d. Please locate any planned sewer lines on the site plan.
Please respond within three weeks of the date of this letter by sending this information tome in writing
and Alan Johnson of the DWQ Mooresville Regional Office. If we do not hear from you within three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet http://h2o.enr.state.nc.uslncwetlands
N Carolina
Naturally
An Equal opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

8' WATERLINE-
8' GATE VALVE
AND BOX
8' 45' BEND -
'0' PIN.
COVER
112'0 REBAR .a y
(TrP)
CONCRETE DEADPAN (5 Cy- YIN.)
(TYP) TIED TO 45' BEND
35 LF 8'0
35 LF 8'0 80 LF 8.0 D.I.P. 'RESTRAINED JOINT'
'RESTRAINED JOINT' BALL JOINT PIPE PIPE
PIPE
WATERLINE CROSSING AT THIRD CREEK
NTS
L---B' WATERLINE
-8' GATE VALVE
AND BOX
45° BEND
NOTES:
1. 3'0' MINIMUM COVER SHALL BE MAINTAINED IN
EMBANKMENTS AND SHALL BE ACHIEVED BY BLASTING
IF NECESSARY.
2. BALL JOINT PIPE SHALL BE LAID INTO RIVERBED
AS DEEP AS POSSIBLE WITHOUT BLASTING UP TO
3'0' COVER, BUT SHALL IN ANY CASE BE INSTALLED
BELOW THE RIVERBED COMPLETELY. BLASTING MAY BE
REQUIRED TO ACHIEVE THIS. PIPE SHALL NOT
OBSTRUCT FLOWING WATER.
3 MECHANICAL JOINT PIPE WITH RETAINER GLANDS AT
EACH JOINT.
4. ALL BLASTING SHALL BE IN ACCORDANCE WITH N.C.
DEPARTMENT OF TRANSPORTATION REQUIREMENTS IN
ADDITION TO ALL OTHER APPLICABLE REGULATIONS.
5. RIP RAP SHALL ONLY BE PLACED ON BANKS ABOVE THE.
MEAN WATER LEVEL.
RIVERBANKS
8. BEE REVEGETATED I WITH T SILKY PLACED, DOGiM7OD SILKY
WILLOW, HAZEL ALDER, OR OTHER NATIVE RIPARIAN
PLANTS. DO NOT APPLY FESCUE OR FERTILIZE WITHIN
10 FEET OF BANKS.
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o?OF WA TF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
© Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
DWQ Project # 04-1845
Iredell County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
West Iredell Water Company
Attn: James Holler
Post Office Box 5607
Statesville, NC 28687
Subject Property: Wood Bridge Road Water Line
REQUEST FOR MORE INFORMATION
Dear Mr. Holler:
On November 16, 2004, the Division of Water Quality (DWQ) received your application dated October
29, 2004 to impact 10 feet of streams to construct the proposed water line installation. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan.
b. Please include a better-detailed plan indicating where the impacts to the stream are. Also
include any temporary impacts such as site determine and construction access.
c. Please include details on plans to restore/stabilize disturbed areas on either side of the
creek/stream following installation of the water pipe. Riparian vegetation is an important
component in stream bank stability and erosion control.
d. Please locate any planned sewer lines on the site plan.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Alan Johnson of the DWQ Mooresville Regional Office. If we do not hear from you within three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
West Iredell Water Company
Page 2 of 2
December 6, 2004
authorized (at this time) by the DWQ. Please call Nikki Thomson or Ms. Cyndi Karoly at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
yndi Karoly, Supervis?-- ..
401 Oversight Unit
CBKlbs
cc: Alan Johnson, DWQ Mooresville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Filename: 04-1845 - West Iredell Water Company (Iredell) On Hold
D
Nov 1 6 2004
Office Use Onl NR- WATER QUALITY Form Version May 2002
Y• WETLANDSANDSTORMWATERBRANCy Q 1 8 4 5,
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L 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:NATIONWIDE #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: ?
ILL Applicant Information
1. Owner/Applicant Information
Name: West Iredell Water Company
Mailing Address: c/o James Holler
PO Box 5607
Statesville. North Carollina 28687
Telephone Number: (704)-873-1658 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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than l l 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: Wood Bridge Road Waterline Extension
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: Iredell Nearest Town: Statesville
Subdivision name (include phasellot number): N/A
Directions to site (include road numbers, landmarks, etc.): On the west side of Wood Bridge
Road (SR 1512) at the crossing of Third Creek.
5. Site coordinates, if available (UTM or Lat/Long):N 35°-48.138' W80°-58.501'
(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
7. Nearest body of water (stream/river/sound/ocean/lake): Third 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: Vacant Grassland and Timber
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of an 8" waterline across the creek Trench will be excavated with a track
backhoe across creek Pipe will be placed in streambed and will be backfilled to original
level Stream stabilization will be used on each creek bank.
11. Explain the purpose of the proposed work: construct a public waterline with associated
services
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
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:Stream will be disturbed to install the
waterline The impacts will be temnoM and will occur only during; construction.
2. Individually list wetland impacts below: NIA
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100 year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplam 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 on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below: N/A
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?
lease specify)
1 Excavation 10 Third Creek 20' Perennial

List cacti unpact separately ana identity 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 losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manuuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 10'
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

s List each impact separately and identify temporary impacts. Impacts include, but are not linited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The alternative would be to use individual wells at each dwelling. This alternative would be
very impractical and expensive. Erosion control methods will be used during construction.
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. N/A
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
Page 9 of 12
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
if mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[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:/Ai2o.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular fi-om 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
Page 11 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The project will not create any new impervious surfaces. Erosion control practices will be used
during` construction of the waterline. -
MEL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater in the project area will be treated by private septic systems
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).
O-aQ-0
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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i 1 lJ1 I j? .r' 't _ rr?t?4?1 ! :1'y, tf fft .- •.
\ jr
1 l.. ? `..rte • f .., ' ,' 1 •, f ^ ?,
Z =2ti . -? ?. J :• _ r Vii:
• ?. L~T!-t ?^ j /? j i ? f???` f r„ ?. ` ?f`=? /' ?i•-?' ? ,t ?-' ; f, ? I t !: / r-"`f 1,
•t r" , ?' l'. i?'Il '{? IJtl;.+ ? f r; f+-.i t?j??t?? 1 • r- !
Z"S ! w ?4? ..'tti i1•t\ ;?a lilt` _ s?1!
?'• ??' ' ! ' I?fi lr ? ? ; its ., a it ?! ?`?`ti, I • ? ?, ??? i •l ?? - _. _--. fy}`?^''? ?/1 '
?? t t - ?.- lat v -1 .j t 1 j ? V'r" r•r \?.,.?:• ? i , ' •?.?' ---^?i f?
•..? ?. , t . ' I ;! ,?? `??.? , sly ? / ? ;. • ?: -: - :. ? ? ?.4
I' ? _ ,?'' - r + ? '? ?ti??,°~ ji• ! ,Y 'r.-ti? _ . 11?-?` ,. .rte-' -
NA N
16
• ? ?../ -- wit ??' { i..
'Statesville West; NC'; Scale: 1" = 0.189Mi 305Mt 1,OOOFt,1 INi = 5.280" ,1 cm =120nnt;p
Name of Stream Description Cur. Class Date Prop. Class Basin Stream Index It
Beaver Creek From source to Fifth C 04/06/55 Yadkin 12-108-13-1
Creek
Bell Branch From source to South C 08/01/98 Yadkin 12-108-14
Yadkin River
Little Creek From source to a C 08/01/98 Yadkin 12-108-15-(1)
point 1.0 mile upstream
of Davie County SR 1147
Hunting Creek From source to a WS-III 08/03/92 Yadkin 12-108-16-(0.5)
point 1.1 miles
upstream of Davie
County SR 1147
Brushy Creek From source to WS-III 08/03/92 Yadkin 12-108-16-3
Hunting Creek
Pasture Bottom From source to Brushy WS-III 08/03/92 Yadkin 12-108-16-3-1
Creek Creek
Buck Shoals From source to WS-III 08/03/92 Yadkin 12-108-16-5
Branch Hunting Creek
North Little From source to WS-III 08/03/92 Yadkin 12-108-16-6
Hunting Creek Hunting Creek
Long Branch From source to North WS-III 08/03/92 Yadkin 12-108-16-6-7
Little Hunting Creek
Big Kennedy Creek From source to WS-Iii 08/03/92 Yadkin 12-108-16-7
Hunting Creek
Long Branch From source to WS-III 08/03/92 Yadkin 12-108-16-8
Hunting Creek
Skyview Lake Entire lake and WS-III 08/03/92 Yadkin 12-108-16-9
connecting stream to
Hunting Creek
Fourth Creek From source to South C 08/01/98 Yadkin 12-108-20
Yadkin River
Morrison Creek From source to Fourth C 09/01/74 Yadkin 12-108-20-3
Creek
Gregory Creek From source to Morrison C 09/01/74 Yadkin 12-108-20-3-1
Creek
---*'-Third Creek From source to Fourth C 08/01/98 Yadkin 12-108-20-4
(Third creek WS Creek
No. 37)
Brady Branch From source to Third C 09/01/74 Yadkin 12-108-20-4-1
Creek
Doctors Branch From source to Brady C 09/01/74 Yadkin 12-108-20-4-1-1
Branch
Back Creek From source to Third C 09/01/74 Yadkin 12-108-20-4-2
Creek
Duck Creek From source to Third C 09/01/74 Yadkin 12-108-20-4-3
Creek
Page 5 of 6
WEST CONSULTANTS, PLLC
Consulting Engineers
405 South Sterling Street
MORGANTON, NORTH CAROLINA 28655
Phone [phone] Fax [phone]
TO 401 Wetlands Unit
NCDENR - Div. Of Water Quality
1650 Mail Service Center
Raleigh NC 27699-1650
WE ARE SENDING YOU X Attached Under separate cover via
Shop drawings Prints Plans
Copy of letter Change order Other:
DGggG[? 99 ql? 1E@
ATTENTION
11/9/04
@LJ I.J Iffl °
HE:
West Iredell Water Corporation - Wood Bridge Road
Waterline Extension
the following items.
Specifications Samples
COPIES DATE NUMBER DESCRIPTION
1 Preconstruction Notification Application Form
041845
D ?? t7a V
LS ? D
NO V 1 6 2004
DENR - W?7E
?M0STO QMRA a
THESE ARE TRANSMITTED as checked below:
X For your approval
For your use
As requested
For review and comment
FOR BIDS DUE/DATE:
REMARKS
Approved as submitted
Approved as noted
Returned for corrections
Other
11/9/2004
COPY TO
If enclosures are not as noted, please notify us at once.
PRODUCT 13127M USE WITH 771 ENVELOPE NEBS To Reorder. 1-800-225-6380 or www.nebs.com
0156
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
SIGNED - 4?
PRINTED IN U.S.A. A
A
ATT-
DWQ# ot'094k,57 Date 11 1 Who Reviewed:
Plan Detail Incomplete

Please provide a location map for the project. 611
'l^? ,.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ??,V at T Uu
Please show all wetland impacts including fill slopes.on the site plan. " ' ' ?'(I ?J ?tb ?
r
Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as overlays on the site plan.

? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. AL ZL
? Please provide cross section details showing the provisions for aquatic life passage. -- •- -- -
Please locate any planned sewer lines on the site plan.
Virg%
? Please provide the location of any proposed stormwater.management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC GZ?Q Q
`? cla.1 s
? Please specify the percent of project imperviousness area based on the estimated built-out conditions. 'Yc '
1. ?•. oti\ Ala„ s ?a re:?? ? ?a bsl;
? Please indicate all stormwater outfalls on the site plans
d i :?u r6e<t o teas ova
6 c? tea ?r? X11
? Please indicate the diffuse flow provision measures on the site plan. ,„. .
?.. rc- Vl .n Ye?c,?af en ib a n
? Please indicate whether or not the proposed impacts already been conducted.`
A .
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $. This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
West Iredell Water Company
Post Office `Box 5607
Statesville,'NC 28687
DWQ# 04-1845 - Iredell
A. Signature
X M-
B. Received by (Printed Name)
? Agent
? Addressee
Date of Deliver)
D. Is delivery address different from item 1? ?.Yes
If YES, enter delivery address below: ? No
3. Service Type
9,Certified Mail ? Express Mail
? Registered ILReturn Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7004 1160 0002 2726 6851
(Transfer from service label)
?o r_...... QQ1 i r_?... ..,.,., nnnn n_..,.,...a:.. o,.a..-., o,._,.:..? ....,?
UNITED STATES POSTAL SERVICE ?"
• Sender: Please print
?` ! f f?,

' J „yam T
Fir§ti fiss Mall
?E
17 Qot? & Fees Paid
' US r'
lFXlltitNd G yQ:,

a
< iV:%W9
"tr
rr
, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
I £ tl ? ?3 !3 1 t i F 3 11 ?{ i tl 39
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1550 i ~ / i ~
RD o METER AND °c' a FUTURE o
r / o KIT CARSON RD / PRESSURE ~ N
0 1630 m / + ' ~ STA 30 60 ~ REDUCING VALVE a,
-c ~ ~ ~OWe j I ~ U / END NEW 8" WATERLINE WITH By ENERGY UNITED ~ z
z sti p~~ 9p Opp ~ ~ ~h Pti .-1 / (1) 8x8x6 TEE WITH (1) 6" WATER t t
0 ~ ` GS ~ ATE VALVE BOX AND F.H. , ~ PORATION ~ ~ / G , COR
y~ ~ \ ~ rY e / ` ~ V 4 / 1 6" GATE AND BOX, AND ~ ro
\ \ oe4 i / I 8 TIE PTO m ~ FUTURE
v / / (1) 8 M.J. PLUG. I / L / - t ; ENERGY UNITED o 0
/ / ` ~ X11 ~ ~ - t ~ WATER ~
/ e~ 1 1 / ~ ` , CORPORATION
o ~ ~ 1 ' ` / _ ~ J
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~ N PROJECT LOCATIO ~ Z~' L.
~ j o ~ I . Q
w ~ ~ _ _ ~ p a / / - - 0
` ~ 4 8" 45` ~ ~ ~ ~ ( ) - J
h ~ ~ BENDS ROLL W h ~ BENDS ROLLE ~ - ~
CANNON ~ FROM HORI, DELAWARE RD RD J FROM HORIZ TAL / - - p 9 i' i 1
~ 3 ti _ i \ ~
m ~ N n W ~ ~ _ - ~ ~ p 6
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(1) 8x8x6 TEE WITH (1) 6 ~ Za. ~ i U
D F.H. " ~ ~
GATE VALUE, BOX, AN V _ ~ ~ --'y;-- , i \
~ 6~ ~ ~ ~ 9 i ~
EA WILL BE i / DISTURBED AR srA 20+00
ACRE. - LESS THAN 1 0 1) Bx8x6 TEE WITH (1) 6" ~ ( ~ 9 GATE VALVE, BOX, AND F.H. ~
_ i "r ~ ~ v
~ ~ r~0
- / Pik - \
30 LF OF 16"D 0.250 WALL ~ ~ Y~~~ BYS~0~3,~~~
~p ~ ~ . .i" 92 - - ~ STEEL BORED ENCASEMENT ~ .~`~`4 S V ''+o,
I ` p 11N ~~s~ ' ~Pk Q` f,
9,~ i' g~` ~ : ~ if ~'1'!~\ ~ ° w~,~. ~~SJ.' ~ r ~ ;
w'~=~ `d r Z~ -
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0 ~ ~ Q ~ E AND BOX I i
~ ti ~ (1) 8 t,ATE VALV i / QO
~ / ~ 4 8" 45° BENDS I
I
~ ~ ~ ~ ~ ROLLED FROM i ~ .x/ ~ 1 I
/ \ -6o HORIZONTAL / ~ ~ ~ ~ ~ ~ i ~
i ~ ~ ' I I
~
~ ~ ~ ~ , STRC~;M IMPACT NO. 1 ~ ,
~ ~ ~ 1 8" GATE VALVE AND BOX \ / ~ i
, \ / M1.~/
~ 1~ ~ o STA 3+40 i I / ~ ~6
I ~ BEGIN CREEK CROSSING (SEE
' ~ TAIL FOR BALL JOINT) DE
` \ ~ o 01
1
I NEW 8" SDR-21 PVC
~ o WATERLINE °
~ , ~ ~
' I ~ O ~ ~ ~ O- p O
' ~ + I STA000 O pN0
~ ~ ~ NE ~ p BEGIN NEW 8 WATERLI O . I I F.
REMOVE PLUG FROM y,~, O' 0.
T OF 6" ~ EXISTING 10 JOIN p ~ 0 ~ 2n(wi1>-2 h Q10 ti ~
9 ~ SDR-21 PVC WATERLINE C,p WW ••2~ °o
~ TALL 1 8x6 REDUCER. FF , INS O , ~E~ TALLATION NOTES: o Q ~ ~ > ; RAL WATERLINE INS GENE ~vQ~w o
n.v,oo~ ~
MANNER. THE RETENTION TIME SHALL PROVIDE AN APPROVED
~s; u 1. CHES 36 OF COVER TD BE MAINTAINED END 1. THIRTY-SIX IN ( ) PM OF CHLORINE AT THE EXTREME NOT LESS THAN 10 P
-EXISTING DITCH. DO NOT ' ; DISTURB EXCEPT WHERE OVER PIPE AT ALL TIMES. T THE END OF THE RETENTION PERIOD WHICH OF THE LINE A
CHANNEL RECONSTAUC- 2. " ASTM D-2241 SDR-21 PVC PIPE AND 8 STERILI- ~ 2. PIPE IS TO BE 8 BE AT LEAST 24 HOURS. SOLUTION USED FOR
TION IS NOTED ON PLAN LEX- aHALL O LE IRON BALL JOINT PIPE (AMERICAN F D MANNER AS ti ~ CL-250 DUCTI '_ATION SHALL BE DISPOSED OF IN AN APPROVE
l ti ti E UAL .ALL PIPE TO HAVE NSF LOGO. F CHLORINATING AGENT LOK, OR Q ) ECTED BY ENGINEER. THE CHOICE 0
8' MAX. EX. STREET IDED DIR CKING TO BE 3,000 PSI AND BE PAOV ~ N PROVIDED THE W Q
DISTURBANCE PAVEMENT 3. 3. CONCRETE BLO ;HALL BE A T THE CONTRACTOR S DISCRETIO ~ O oc
V~~ ~ AT ALL BENDS, TEES, AND PLUGS. NG THE NEW WATERLINES IS IN ACCOR- a o P~fE THOD OF SANI T I ZI w Q
~ 3' 0" NIN. ~~V\~ /VAA~ ~ ~ COVER 4 AVE ROAD BOX WITH EXTENDING STEM ~ Z 4 . GATE VALVES TON WITH AWWA C - 651 O cn Q
,v R 8 ~ NEW 2 , 6 , 4 AVE DANCE (L, ~ AWWA C-509. 2 GATE VALVES TO H ALL BE U z AND CONFORM TO WING CHLORINATION, ALL TREATED WATER SH o 10. FOLLO ~ _
WATERLINE IN TRENCH THREADED ENDS. HED FROM THE PIPE UNTIL THE REPLACEMENT pC ~ ~ THOROUGHLY FLUS z o
"WATERLINE 8" WATERLINE "GATE VALVE 5 , 4" FITTINGS ARE TO CONFORM TO AWWA Y AND BACTERIO- W w z 5. 3 THROUGH 2 WATER SHALL UPON TEST, 80TH CHEMICALL ~ ~ O
8" GATE VALVE AND BOX -153 AS APPLICABLE. '
AND BO)f 45 ° BEND 8" 45° BEND 112"0 REBAR y . J C-151 AND C PROVEN EQUAL TO THE WATER QUALITY IN THE Q k ~ _ LOGICALLY, BE ~ w RE TO CONFORM TO AWWA C 502, LATEST ING SHALL BE z
(iYPJ 6. FIRE HYDRANTS A - ISTING WATER SUPPLY SYSTEM. ALSO, FLUSH w lL! ~ ITH A GX C7 0
S-SECTION CONCRETE DEADPAN (5 CY. YIN.) ND BE OF THE TRAFFIC MODEL TYPE W ARE VISIBLE IN THE WATER. ,I z ~ REVISION, A CONTINUED UNTIL NO CONTAMINANTS ti p
LIMIT OF LAND DISTURBANCE TYP. CROS (iYPJ TIED 70 45° BEND NTS 35 LF 8'0 80 LF e'0 D.T.P. 35 LF 8 0 M CONNECTION 4 112 VALVE W- J ~ ~ 6 MECHANICAL JOINT BOTTO , HING PERIOD EACH FIRE HYDRANT AND BLO W ~ H ~ DURING THE FLUS ,
'RESTRAINED JOINT' - 'RESTRAINED JOTNi" PIPE BALL JOINT PIPE PIPE ' RY AND BE EQUIPPED WITH ONE 4 1/2 ES. FLUSHING Q w t~ w OPENING, 3 6 BU HALL BE OPENED AND CLOSED SEVERAL TIM ~ o OFFS W Q m w
NOZZLE AND TWO 2 HOSE NOZZLES. .P.S. OR AS DIRECTED BY OC ~ ~ PUMPER 1~ELOCITY SHALL BE MINIMUM 2 F
EXISTING SHOULDER WATERLINE CROSSING AT THIRD CREEK BE IN ti Q ~ APING AND BACKFILL COMPACTION TO KE SAMPLES OF WATER IN 7. ALL PIPE L ENGINEER. THE CONTRACTOR WILL TA p
EXISTING PAVEMENT 'MIN. T. ROAD 4 COMPACTED B,4CKFILL NTS TH MANUFACTURER'S RECOMMENDATIONS. BACTERIAL EXAMINATION. O
OF N. C.D.O. NOTES: 8 • ACCORDANCE WI PROPERLY STERILIZED CONTAINERS FOR HYDROSTATIC PRES- ~ ~
~A~A%i~A%i~~%/~~//i~//i~//~~//%~//%~/%~/%~~%// //VA~~/\~ HALL BE MAINTAINED IN STING SHALL BE CONDUCTED UNDER A BE REPEATED UNTIL TESTS INDICATE W 8. TE SHE STERILIZING SHALL
V~ i\/A/~ 1. 3' 0" MINIMUM COVER S \ EMBANKMENTS AND SHALL BE ACHIEVED BY BLASTING ITN MAXIMUM LEAKAGE OF TEN GALLONS TWO FULL DAYS. THE ~ SURE OF 150 PSI W ~ ABSENCE OF POLLUTION FOR AT LEAST 4 IHE
IF NECESSARY. IPE DIAMETER PER MILE OF PIPE PER 2 TISFACTORY BACTERIO- PER INCH OF P UNIT WILL NOT BE ACCEPTED UNTIL SA
~j/ W 2. BALL JOINT PIPE SHALL BE LAID INTO RIVERBED / \ > AS DEEP AS POSSIBLE WITHOUT BLASTING UP 70 OF LEAKAGE SHALL BE DETERMINED AT 15 FROM A TESTING LABORA- ~ HOURS. RATE LOGICAL RESULTS HAVE BEEN OBTAINED
~ 3'0° COVER, BUT SHALL IN ANY CASE BE INSTALLED F TWO HOURS. ALL ~ NOTE INTERVALS FOR A DURATION 0 ESTATE OF NORTH CAROLINA, AS PER MI ,,,T,.,, AIAfIA/A n_ann nnin TORY APPROVED BY TH C~LICCT
BELOW THE RIVERBED COMPLETELY. BLASTING MAY BE
1L NX /j co REQUIRED TO ACHIEVE THIS. PiPt srwu nvi TESTING SHALL BE IN AUUUMANUC YP.Lin nrrrn RULE .1001(b). ancc i
1 OBSTRUCT FLOWING WATER. 3. "RESTRAINED JOINT" PIPE SHALL BE DUCTILE IRON APPLICABLE. 11 BE APPROVED BY THE C-605 AS ALL MATERIALS AND WORKMANSHIP SHALL
GLANDS \MECHANICAL JOINT PIPE WITH RETAINER EACH JOINT. 9 ON OF THE LINE SHALL BE CONDUCTED AFTER
NOTES: \ 4. ALL BLASTING SHALL BE IN ACCORDANCE WITH N.C. 9. THE LINE INE HAS BEEN THOROUGHLY FLUSHED UNTIL ALL EN- ENGINEER AND OWNER. NO CONSTR HE ENGINEER uj
DEPARTMENT OF TRANSPORTATION REQUIREMENTS IN T UCTION SHALL TAKE PLACE WITHOUT 24 HRADVANCE NOTICE BEING GIVEN TO T
1. EDGE OF WATER LINE TRENCH SHALL BE ADDITION TO ALL OTHER APPLICABLE REGULATIONS. NO CLOSER TO THE EDGE OF EXISTING \ \ \ \ \ \ 5. RIP RAP SHALL ONLY BE PLACED ON BANKS ABOVE THE
/~~A/i~A/i~A/i~A/i~ MEAN WATER LEVEL. PAVEMENT THAN THE DEPTH OF THE TRENCH. 6. WHERE RIP RAP IS NOT PLACED, RIVERBANKS SHALL CHLORINATING TRAINED AIR, DIRT MATERIAL AND MUD HAVE BEEN REMOVED. THE ~ AL SHALL PROVIDE A CHLORINE DOSAGE AND THE OWNER. a
PIPE LINE BE REVEGETATED WITH SILKY ppf,NOOiD, SILKY 100 PPM AND SHALL BE INTRODUCED IN OF NOT LESS THAN CO
REQUIRED WILLOW, HAZEL ALDER, OR OTHER NATIVE RIPARIAN TRENCH SECTION SHOWING PLANTS. DO NOT APPLY FESCUE OR FERTILIZE WITHIN
OFFSET FROM N. C. D. 0. T. ROADS 10 FEET OF BANKS.
NTS