20051954 Ver 1_Complete File_20051021

F wA?F
O ?QG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
-I
Alan W. Klimek, P.E. Director
Division of Water Quality
December 9, 2005
DWQ Project # 05-1954
Caldwell County
Bobby White, County Manager
Caldwell County
Post Office Box 2200 a
Lenoir NC 28645
Subject Property: Fowler Road Water Line Extension
U V, V_JA I"
V VJ JJ' Js
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. White:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise temporarily impact 30 feet of streams for the
purpose of utility replacement at the subject properties, as described within your
application dated October 21, 2005. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number(s) 3374
(GC3374). The Certification (s) allows you to use Nationwide Permit(s) 12 when issued
by the US Army Corps of Engineers (USACE). In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control,
Non-discharge, stormwater, and buffer regulations. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] ntemet: htto://h2o.enr.state.nc.us/ncwetlands
NoAhCarolina
Adura!!y
An Equai Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Fowler Road Water Line Extension'
Page 2 of 7 -
December 9, 2005
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount
Approved (Units) Plan Location or Reference
Stream 30 (feet) Rock Creek
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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.
Fowler Road Water Line Extension
Page 3 of 7
December 9, 2005
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before discharging into a. If this is not possible,
it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be
clearly marked with orange warning fencing (or similar high visibility material.
8. Buffer Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
stream bank associated with the approved temporary culverting of a UT to Reed
Creek, installation, repair, replacement and/or maintenance must be done in an
"in kind" manner immediately following construction. (Example: Disturbed areas
with pre-existing grassed lawns must be replanted with grass. Disturbed areas
with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be
replanted with forest vegetation including at least two different native hardwood
tree species at a density sufficient to provide 320 trees per acre at maturity. This
density can usually be achieved by planting approximately 436 (10 x 10 spacing)
to 681 (8 x 8 spacing) trees per acre.)
Fowler Road Water Line Extension
Page 4 of 7 ~
December 9, 2005
9. No Sediment and Erosion Control Measures in Waters
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
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
10. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the
Division of Land Resources (DLR) or a DLR delegated local erosion and
sedimentation control program,. an NPDES General stormwater permit
(NCG010000) administered by DWQ is automatically issued to the project. This
General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation
control plan, self-monitoring, record keeping and reporting requirements are
required. A copy of this permit and monitoring report forms may be found at
http://`h2o.enr.state.nc.us/su/Forms Documents.htm.
11. Temporary Fills
All temporary fill and culverts shall be removed and the impacted area returned
to the original grade, including each stream's original cross sectional dimensions,
planform pattern, and longitudinal bed and bed profile after construction is
complete or within 6 months of the establishment of the crossing, which ever is
sooner, and the various sites shall be stabilized with natural woody vegetation
(except for the maintenance areas of permanent utility crossings) and restored to
prevent erosion. If the crossings are not completely removed and restored as
described above within the specified time above, additional written approval from
this Office must be obtained to modify this condition.
12. Culvert Installation
Culverts required for this project shall be installed in such a manner that the
original stream profiles are not altered. Existing stream dimensions (including the
cross section dimensions, pattern, and longitudinal profile) must be maintained
above and below locations of each culvert. Culverts shall be designed and
installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Fowler Road Water Line Extension
Page 5 of 7
December 9, 2005
Culvert(s) shall not be installed in such a manner that will cause aggradation or
erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal
profile) shall be maintained above and below locations of each culvert. Therefore,
you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval
from this Office for the above plans before the culvert(s) is installed. Culvert(s)
must be installed according to approved plans.
13. Construction in and within the 25-foot trout buffers should not occur during the
typical October 15 to April 15 trout spawning season.
14. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion. Sediment and erosion control measures shall
adhere to the design standards for sensitive watersheds (15A NCAC 4B .0124).
15. Seeding for a temporary cover of wheat, millet, or similar annual grain or permanent
herbaceous cover should occur on all bare soil within five (5) days of ground
disturbing activities to provide long-term erosion control. The projects should be
accomplished in stages instead of leaving large areas exposed to storm events.
Erosion control matting should be used in conjunction with appropriate seeding on
disturbed soils in steep slope and riparian areas. Matting should be secured in place
with staples, stakes, or, wherever possible, live stakes of native trees. Straw mulch
and tall fescue should not be used in riparian areas.
16. Where concrete is used, a dry work area must be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently
contacts live concrete should not be discharged to surface waters due to the
potential for water chemistry change and a fish kill.
17. Under no circumstances should rock, sand, or other materials be dredged from the
stream channels under authorization of this permit except, if necessary, in the
immediate vicinity of the crossings. Dredging has severe effects on aquatic life and
disturbance of the natural form of the channel can cause downstream erosion
problems. The natural dimension, pattern, and profile of the channels adjacent to
the pipes should not be modified by widening or changing their depths.
18. Sandbags, flexible pipe, or other diversion structures should be used to avoid
excavation in flowing water. Materials used for flow diversions should be removed
from the stream bed after completing the construction work. Any diversion channels
must be lined with rock and fabric.
19.Any riprap placed for stabilization should be clean and limited to the stream bank
below the high water mark and vegetation should be used above. Rip rap must not
be placed in stream channels in a manner that obstructs fish passage.
Fowler Road Water Line Extension
Page 6 of 7
December 9, 2005
20. Riparian vegetation should be preserved as much as possible. Where vegetation
must be cut, the area should not be grubbed so stumps and roots can resprout.
Native woody vegetation (e.g., rhododendron, dog hobble, silky dogwood, sycamore,
river birch, red maple) should be reestablished upstream and downstream of the
impacted areas if it is removed during construction to provide bank stability and
shading. We encourage the reuse of native plants that must be removed from
permanently disturbed areas.
21. Stream crossings should be made as close to perpendicular to the stream channel
as possible to minimize riparian area disturbance.
22. The stream channels should be restored to stable and natural conditions after
completing the pipe installations.
23.All mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters with fuels, lubricants,
hydraulic fluids or other toxic materials.
24. Discharging hydroseed mixtures and washing out hydroseeders and other
equipment in or adjacent to surface waters is prohibited.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), 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.
Fowler Road Water Line Extension
Page 7 of 7
December 9, 2005
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 Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
?V
Alan W. Klimek, P.E., Director
Division of Water Quality
AW K1khb
Enclosures: GC 3374
Certificate of Completion
Guidelines for Riparian Buffer Establishment
cc: USACE Asheville Regulatory Field Office
DWQ 401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1954. FowlerRoadWaterLineExtension.Approval
find Wetland Project
?. XJ
Impacts 1Adf alPons Iles t Aid 1411ons Events 1 inspecfioni 9 Comments History
Project Number: 20051954 version: 1 Status: Issued Last ActionDesc: Project issued
'Project Name: Ca ldwellCounty.Fowler Road Waterline Extenstion ' 'Pro)ectType Utility s1
Project Desc: ;water line extension -
'Owner. Whhite Bobby Details..
*Received From: Applicant !.' .ct COEID: Trimary County: CCaldwell -?1
DOTTIP:' AdminRegion: Asheville -
Received Dt 1 01211200 5 '.... - Reviewer. kevin barnett
Issued Dt 112!0912005-. J .... - - - - -
Statutory Ot 12f20J2005
JCAMA NEPAI SEPA Received Dt
-,_
DCM Office: SW Plan Received Dt
COE Omce:iteville Regulatory Field Office .p l SW Plan Approved Dt_I
Last Updated By laune.dennison - SW Plan Location, - e
Last Updated On: ?I Of26f2005 Sewage Disposal:
'Secondary County _1
Public Notice Published Dt
Public Notice Received Dt
P.N. Comment Period Ends Dt.
< Back i Close
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IRead Y jPage 111 SID:WPDt

North Carolina Wildlife Resources Commission 9
Richard B. Hamilton, Executive Director
MEMORANDUM loo V Q
TO: Amanda Jones, Permit Coordinator .
Asheville Office, U.S. An?ny Corps of Engineers NOV 7 2 05
DENR - D g EATER BRANCH
FROM: Ron Linville, Regional Coordinator /'W App
Habitat Conservation Program
DATE: October 20, 2005
SUBJECT: Fowler Road Waterline Extension, Rock Creek, Caldwell County
Caldwell County is requesting a letter of concurrence from the North Carolina Wildlife Resources
Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The NCWRC
has reviewed information provided by the applicant, and field biologists on our staff are familiar with
habitat values of the project area. These comments are provided in accordance with provisions of the
Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat.
401, as amended; 16 U.S.C. 661-667d).
The proposed project is to install a six (6) inch waterline along Fowler Road. A crossing will be needed
at Rock Creek due to limitations at the existing road crossing. The stream is not known to support trout
and is considered a warm water stream, which may provide a nursery area for downstream fisheries. The
Black-billed cuckoo, Coccyzus erythropthalmus (NCSR) is known for the area. Although we do not
administer a program dealing with listed plant species, we found that the Dwarf-flowered heartleaf,
Hexastylis naniflora (FT, NCT) and the Dwarf chinquapin oak, Quercus prinoides (NCSR-P) are known
for the general area.
Based on the information provided by the applicant and our knowledge of the project area, we do not
believe this project will cause significant direct impacts to aquatic habitats. Therefore, we do not object
to the project as proposed. We prefer and recommend that directional boring methodologies be used
instead of open cuts as directional boring maintains streambank and riparian zone integrity. Project
proponents should contact the US Fish and Wildlife Service and the NC Natural Heritage Program to
discuss any concerns about listed plant species.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/769-9453.
Ec: Kevin Barnett, DWQ-ARO
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fag: [phone]
Triage Check List
Date: 10/28/05 Project Name: Caldwell Co. Fowler Road Waterline Ext.
DWQ #:05-1954
County: Caldwell
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 10/25/05 to 12/23/05
F 11'r caPy
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
I 11, E , -r
t?ij 1
PA ' ? ?. ?
Office Use Only: Form Version March 05
??05
USACE Action ID No. DWQ No. 7 9 5 4
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. 7section k all of the approval(s) requested for this project:
404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
C1401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: *s 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), t t Ll V
L
II. Applicant Information
OCT 2 1 2005
1. Owner/Applicant Information n
WATER QUALITY
Name: C ALOtu EI.t_ ?U NTt/ ' k708(3y Ltj F}iT`E , Counw
Mailing Address: P.?. P*k 20 o e ;i?.r<? a alai
LENol(L., NC Ztb4s
Telephone Number: 82$ -'n'7' 1300 Fax Number: 2,P-1S'7 ^1245
E-mail Address: bwhcteP Ca Caldwell.Ylc_us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
ern 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: F3?13LU IDS W W_(W N E E?5 0(-)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 01k
4. Location

County: CA -QW ESL Nearest Town: +-'g- q?u.S
Subdivision name (include phase/lot'number): Gil o N E
Directions to site (include road numbers/names, landmarks, etc.): .S 321 N of T4 • ?[TI+?
591109 NgAwpo0 .fx % LF T ar-) J)Ljo 5tf04" (1oaO 210 LE
6,4 FOWL UL (1,??0 2 r-111-1 koc? u--1. is ROX. 1 fn1t.-6 F
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 waterbod.)
Decimal Degrees (6 digits minimum): 9S?0.15 (Q °N ? "V11.018 -W
Property size (acres):
0.3
,j, toy
7. Name of nearest receiving body of water: V-OM C(2-94, to U H6Z UITLE (LIUrrQm L41'E 1-1iCV- 61,t
Cca4??- rzav??
8. River Basin: C A 4VF?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp•//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: tAN0f_V1b_GVQ WO L)OF-0 P(b3PEItR 1N THE V'IU y4TY w/
Page 6 of 12
10. Describe the overall project in detail, includin the type of equipment to be used:
of P to `? 0 w Mf-& roporJ At ,4 C - FO,.,t_F.Z Lao TNE- Cuss ?a 6- 7- MQ uki4 ROC.- ??
11. Explain the purpose of the proposed work: Th Pldov10f- P46LIC w4TfjL S
G tn? 167eou') 'N W u af A- Amtflr aS1064 s kz" 6- F
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Wor4 l;
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.
Page 7 of 12
1 Provide a written description of the proposed impacts: f GXOMA-1-LT14"U" R6(4U c4LJYJ
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) A
3. List the total acreage (estimated) of all existing wetlands on the property:
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 Impact Impact
Length
(linear feet Area of
Impact
(acres)
f p 4(- C(Xff t, f X VPRjow -Tr=mP. i?EaEW i_P L lfl ` IS' 0.003
Z PCV- ca-F-? 5iA431uI? oy-wTW. Ef (_NNi = U IS 0.003

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, 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) t7
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): fl. DOU
Wetland Impact (acres): 13
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) ©.OOU
Total Stream Impact (linear feet): 1 S'
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes © No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It 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. 714E EAsPaU- CU VU-T E?G-
UINO LPGWLkf 4PO 010 NOT 14FAVE SuF-t4El4r COVOL Q, -MP DF 7W. CUI-110-T foL
?b?ldllfl?0ti1 OF 71W W47VJZJ_1OF. NN 11U74Ai_ CAOS540(7 OVkk OCL C&q X- t)OULO
L_eAy?_ Th-6_ L-1N£ susCUTIOU-L To oPfrnP%.6.
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.
Page 9 of 12
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.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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/wip/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 of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of pub 'c (federal/state/local) funds or the use of
public (federal/state) land? Yes M 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 (919) 7 3-5083 to review current thresholds for environmental documentation.
Yes ? No M
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 Q
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 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No LJ
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* I Impact I Multiplier I Required
(square feet) Mitigation
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is requ
Donation of Property, Rip,
Riparian Buffer Restoration
within 15A NCAC 2B .0242
the top of the near bank of channel; Zone 2 extends an
red, please discuss what type of mitigation is proposed (i.e.,
•ian Buffer Restoration / Enhancement, or Payment into the
Fund). Please attach all appropriate information as identified
or .0244, or .0260.
Page 11 of 12
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. Q OL. i N C,t1F-ASE 1, i m PrAyl ou s (- AE-A
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DW Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No [0
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in addit' nal
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:Hh2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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).
r15,zoo
A plicoAt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
V
L
71 ,
Office Use Only: Form Version March 05
2 U X15 1 95 4
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Che k all of the approval(s) requested for this project j
Y 'Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
1V401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: -tom 12-
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
. is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
?
II. Applicant Information R 1 06 ?
1. Owner/Applicant Information
Name: C M-Ova G-UL CIOU nm/ -
Mailing Address: P.0. P53k 2200
LE,vw_ NC z8
OCT 2 1 2005
AW STCR&fINA
Telephone Number: 92$--Mn"300 Fax Number: °2?-'15'7-12Q5
E-mail Address: bwh.te (d Ca call Wel I . -nc u s
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:
E-mail Address:
Fax Number:
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 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: FOUL LE2 I ' rQ W ( -fl-Li ci E eKrE y S 10(,)
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 01 R
4. Location
County: CA {Jln? ELL Nearest Town: CTi1Pd,4%-K 1-t}LLS
Subdivision name (include phase/lot'number): W o NF-
Directions to site (include road numbers/names, landmarks, etc.): .S 32? N -, 'F4 0.3
9 1VbaWa30 _F_r % LET gi-) J)UQLf_Y ?ShO s Qfto low LE
ea FOWLEL U-40 s2 n4-1 ; k ow_ C fVF? is iWox. 1 miL+. 6ow.j Pnt_uL L 2p,
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): 35°50.9SCv °N %102 4. 0*7 8 .°W
Property size (acres):
7. Name of nearest receiving body of water: (Jdm LAX im U MiK L IR-E (M Mm LAKE I-h c"r"I
CC4Tfwax
CA- 8. River Basin: I 4VE?(L.
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp•//h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the pro
at the time of this application: U401=ALOPP, 0F_0 PaOP? IN IU T Li
FDu>LU BOA)f SR 1'74'7 -i? -W- Sa.iM._
Page 6 of 12
10. Describe the overall project in detail, including,the type of equipment to be used: To5-,PU-A,"o?.l
of A l0"l6 w M-CA MP i,,j AL.o, C-, rtwLa ILoao -PiL CkOSS is C, 7')+QuCi4 (1oc.k CJLF.C c.
IV.
V.
VI.
wiLl- bE 8CLOrnp us4co Ld1rA&r T94)C.KHoE 64CA4IRTWLS
11. Explain the purpose of the proposed work: Th PfA'O/oE- Pu6LIC wATU
Fib aLulsailo,) TN W UULM-r A-0 ?uTwx (2F-.S1y&-,TS A4-0"6r
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.
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.
?i or.? f
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.
Page 7 of 12
I Provide n written description of the proposed impacts: M G?kOMAJ*LTRML14-li a-'WaC Clb£F_I(.
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) i9
3. List the total acreage (estimated) of all existing wetlands on the property: 0
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, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet Area of
Impact
(acres)
Ooqc c gat( Exmypmow -TemR T)ea&*j,PA_ to` IS' 0.003
Z PC4?. ruu STar{i?u?a rv-T E.UjgNi = Lo i's 0.003

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma Name Waterbody
(if applicable) e)
Type ofImpact Type of Waterbody
(lake' pand estuary' sound bay'
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) Q
Page 8of12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.001.0
Wetland Impact (acres):
Open Water Impact (acres): O
Total Impact to Waters of the U.S. (acres) ©.0000
Total Stream Impact (linear feet): 1 S'
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes N No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It 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. Tt4£ EU n-(r tULVOtr folEr4 cr
IAN0ULPowk-F.JL 4RO 010 oZT 14AvE SufftC4Efvr UVFJIL _6N ToP 8f- 71?E CutLVF,11.T foL
1.osZp x,A;n%.J of T1W W41IRLWE AN 14U74AU C1OS51N(7 OVFr/1. ROC.1L C&EkL 1.000LO
I epNfL T)tr-_ LIN£ SuSURT141L To DAMP4E.
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.
Page 9 of 12
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.enr.state.nc.us/ncwetlands/stnngide.htmi.
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.him. 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 of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of pub 'c (federal/state/local) 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 (919) 7 3-5083 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 Q
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 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No U
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.
I Zone* I Impact I Multiplier I Required
(square feet) Mitigation
3 (2 for Catawba)
1.5
Total
* Zone I extends out 30 feet perpendicular
additional 20 feet from the edge of Zone 1.
within 15A NCAC 2B .0242 or .0244, or .0260.
the top of the near bank of channel; Zone 2 extends an
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
Page 11 of 12
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. ?°(A 1r4W-ASE 1N I MPOWtous r+A-EA
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.
XIII. Violations (required by DWQ)
Is this site in violation of DW Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in addit' naI
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.eiir.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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).
157-0.0
A plic tlAgent'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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LEGEND SHEET N0. DESC~2IPTION 6/23/05
1. ALL WATER LINE CONSTRUCTION WORK IMLL BE IN THE NC DOT RIGHT-OF-WAY OF F01M.ER ROAD AND
1 COVER SHEET DUDLEY SHOALS ROAD. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL AN APPROVED NC DOT ENCROACHMENT
R/W EXISiiNG RIGHT-OF-WAY AGREEMENT IS OBTAINED, A COPY OF THE APPROVED ENCROACHMENT AGREEMENT SHALL BE ON THE PROJECT SITE WHEN
2-5 WATER LINE PLANS S THE CONTRACTOR IF I+~ORKING. x°04 ' ~ q
Q EXISi1NG CATCH BASIN 2 LOCATION OF f ' `'LITl AS SHOWN ARE APPROXIMATE ONLY Q ' ES EXACT LOCATIONS ARE TO BE VERIFIED IN THE
= FlELD BY THE CONTRAGicm. AT LEAST THREE DAYS PRIOR TO BEGINNING CONSTRUC110N, THE CONTRACTOR SHALL NOTIFY TAILS r
_ _ _ = DpS71NG DRAINAGE PIPING 6 CONS iRUCT10N DETAILS THE NORTH CAROLINA ONE CALL CENTER (1-800-632-4949). = c v Zy ~
3. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS jp~;, ,.~.2,.~
X X EXISTNCa FENCE NOTED. '%,~~9r p~~,~
T T T pCIS71NG GUARD RAIL 4. ALL TRAFFlC CONTROL MALL CONFORM TO THE REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. ~~~1,,,+++++ 5. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR
WILL BE RESPONSIBLE FOR ANY FlNES LEVIED BY THE STATE OF NOR1H CAROLINA THAT MAY BE LEVIED DUE TO POLLUTION
CREATED BY THE CONSTRUCTION.
---TB--- TOP Of BANK m 6. ALL DISTURBED AREAS SHALL BE SEEDED/GRASSED AND MULCHED AT THE END OF THE WORK WEEK.
---BB--- BOTTOM OF BANK 7. ALL VALVES IN EXISTING ROADWAY SHOULDERS SHALL INCLUDE A CONCRETE VALVE PROTECTOR -SEE DETAIL ON SHEET 3. ~
8. ALL WATER LINE WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST ST W z ~ ~ ANDARD TECHNICAL SPECIFlCATIONS FOR ~ ~ N,.
• EXISTING 'TREE LINE CALDWELL COUNTY WATER SYSTEMS - SERIAL ~ 99-00418. ~ ° R
9. PA T ~ < ALL VEMEN THAT REQUIRES REMOVAL SHALL BE SAW-CUT PRIOR TO REMOVAL ~ ° a N
EXISTING DRAINAGE DITCH 10. ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SFIALL BE DISPOSED OF AT AN APPROVED OFF- ' ° ~ z ~xW~
11. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A MINIMUM 3 SETS OF SHOP DRAWINGS OF ALL PROPOSED MATERIALS -a x• m
---W--- IXISTING WATER IJNE (SIZE AS NOTED) PRIOR TO PLAgNG ORDERS. ~ W z ~ W a z z 12. PROPOSED WATER UNE SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE. " +°"O~
~ ~x~ CONTRACTOR SHALL qVE A MINIMUM 48 HOURS NOTICE PRIOR TO TESTING. AFTER THE PRESSURE TEST IS SUCCESSFULLY g
PROPOSED WATER LINE (SIZE AS NOTED) COMPLETED, THE CONTRACTOR SHALL PROVIDE A SATISFACTORY BACTERIAL TEST PRIOR TO PLAgNG THE WATER MAIN IN SERVICE. o
13. ALL FlRE HYDRANTS SHALL BE "BAGGED" PRIOR TO THE NEW LINE IS IN SERVICE a
14. CONTRACTOR SHALL PROVIDE THE ENGINEER IMTH ONE 5ET OF "RECORD DRAWINGS" PRIOR TO SUBMITTING FlNAL PAY
FlRE HYDRANT ASSEMBLY APPLICATION TO THE OWNER.
15. MAINTAIN A MINIMUM 12" VERTICAL SEPRATION BETWEEN PROPOSED WATER MAIN AND EXISTING DRAINAGE PIPING. ALL MAINS
PROPOSED GATE VALVE (SIZE AS N07ID) SHALL HAVE A MINIMUM 36" COVER, OTHERWISE ROUTE PIPING UNDER EXISTING DRAINAGE PIPES. Q
16. ALL PVC WATER PIPING SHALL BE C900 DR 14 CLASS 200 PVC. ALL PVC WATER MAINS SHALL INCLUDE A 14 GAUGE COPPER Z
~1-~3 PROPOSED DEADMAN ASSEMBLY TRACER WIRE, PULLED UP INTO ALL GATE VALVE BOXES FOR FUTURE LOCATING USE ~
17. ALL FlRE HYDRANTS SHALL 8E PAINTED TO MEET THE LOCAL FlRE DEPARTMENT OR WATER PROVIDER RE UIREMENTS. ~ Q p.
PERMAN SEEDIN Q
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OWNER: w
o-~ CALDWELL COUNTY ?
I CONTACT: DWIGHT MINTON
• PHONE: [phone] ~ADDRESS: 905 WEST AVE NW
LOCATION MAP (NTS) LENOIR, NC 28645 I-
I PUBUC WATER SYSTEM ID X01-14-047 W
STANDARD SPECIFlCATIONS SERIAL #99-00418 =

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-a NOTE: - • stream-'
I 1. SSee culvert schedules on len sheet p s for er °1 3
enter line size, exist culvert cover end b si~.r - size. w ~ w ~
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~ 2. Use Alt. Nc, .when cover is ceeter than y y 3
G i e outside die. + ? g 'ti ~ P P b 0 a o ~
Use Alc. No. 2 or No. ? uben covet is lest a a
than speeitied In Note No. 2, of ea - directed by the Engineer, ~ ~ ' 6' Min, ~
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\ Road 0. Surface 3'-S" ~ 6" DIAMETER C9 R 14 00 D PVC SEE TYPICAL DETAILS
INSTALL PROPOSED 6' WATER MAN 4' Off EDGE OF EXIStINC
L ~ s ~ Iq ~ , ' ASPNALT -TYPICAL
~-ro. \ ~ 3 Min,
p\ Yipe Die. ' Alternet'e''•
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Ffx~F ~ \ \ I ` ~ \ Culvert 6' Mir
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\ , TAiION 14 - ~ B gAMETER 22.5• BEND WITH ~
CONCRETE THRUST BIOglNG o
\ i • ii, \ 1 • D Hln ~ Min
i \ ~ Alternete No. 2 ~ ••r, 6 GATE VALVE i a~ DRAWN A
. - DRB JEN
\ Alternate No. 6 aAMEIER 225' BEND MATH Alternate }lo. 3 CONCRETE 1HRUS7 BLOCKING 3 PROJ. DATE
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6" aAlAETER 22.5' BEND WITH ~ 9~i9~05 CONCRETE THRUST BLOCKING
N\ 4. EXIS LNG CONCRETE ~1>,11ist1ae~1~i
HEA WALL ~Eq
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CULVERT ~NCRCACHIuIENT DETAIL . sti-s ORE , EK ,
JT DETAIL 1. SEAL
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HDR EnpFleerilp, k10. 84 CMP INV. I ~ y,~~c+ ~P cl ~
ELEV. 114.6 4 CMP INV. OUT %~R y.,•~~••
1' ELEV. 113.83 ''a~Y 0~'0`' E. N CONVENTIONAL CREEK CROSSING ~ hr+++++++++
3 MAINTAIN 8' MIN CLEARANCE FROM HEADWALLS
SEE CALDWELL COUNTY STANDARD DETAIL ~ SD-9 ON THIS PAGE
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SEE TYPICAL DETAILS MSTALL PROPOSED 6' WATER I ,'},}16 -
MAIN 4' OFf EOCE OF E)4S11N0 AsPNAtr - TYT~cAt 6" DIAMETER 11,25' BEND w +16 - INSTALL CHECK DAMS IN EXISi1NG OITCHl1NE AS ER 11,25' BEND WITH 8 aAMETER 11.25' BEND WITH -I--~ SHOWN OR AS OTHERWISE
~ CONCRETE THRUST BLOCKINi THRUST BLOCKING CdVCRETE THRUST BLOCKING REQUIRED
4+ 00 ~ 0 R/W
~ uo~c E)eSnNC e• cAa m nEaN L R /W R d NEW 6. OIA1e:TFA WAlEIeINE 3+ 6" aAIdETER 225' KENO WITH 3
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bb ~ CONCRETE THRUST BLOCKING
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STATION 0+00 -BEGIN WATER ~dY RfW 8" aAMETER 11.25' BEND MATH ~ EV. ~ 37.67
LINE PROJECT STATIONING AT EXISTING HYDRANT CONCRETE THRUST BLOCKING „ ~ U ~
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PREPARATION: MAINTENANCE:
Begin maintenance immediately after planting. ALL EDGES OF PAVEMENT , OR CONCRETE SHALL BE m
Preparation of Planting Soil: Mix lime with dry soil prior to mixing of fertlizer. Prevent lime from contacting acid Maintain seeding for not less than 60 days after SAW-CUT PRIOR TO REMOVAL
loving plants. substantial completion, and longer as required to VARIABLE AS DIRECTED BY THE ENGINEER WIDTH OF PAY UMITS FOR
A I has boric acid fertlizer to other than that establish on acceptable stand. If seeded in fall pp y P P ( and not given full 60 days of maintenance, a if WOVEN FLTER FABRIC ' STEEL OR WOOD POST E>4ST1NG
constituting a portion of Complete fertlizers) directly not considered acceptable at that time, continue (6 MAX.) to subgrade before applying planting soil and tilling, maintenance the following spring untl an acceptable PAVEMENT 10' C~dPACTm ABC I OR 8' COMPACTED BLAq( BASE
stand Is established.
Preparation of Seeding Bed: Loosen subgrade of areas to be grossed to a minimum of 4". Remove stones 1 1/2" Maintain grassing by watering, fertilizing, weeding, 2' BIT. PLANT MiX. MIN FILTER FABRIC
in any dimension and sticks, roots, rubbish, and other mowing, trimming, and other operations such as rolling, Z extraneous matter. Limit preparation to areas which regrading and replanting as required to establish a ~ ~
will be planted promptly after preparation. smooth, acceptable town, free of eroded bare ores. _ ~ U hW'.WNNNhY.YNNIM W sti4kiivtiitiY's afi;{ 1- U :.7Nh:::::h
Seed bed is to conform to round elevations as shown A AI ANCE r7 ~ ~ 9 INSPECTION ND M NTEN J ~ .Y::i7ht~ ::LFJ.'hY.YNNT: X171 ~V~.d'!N7'A5 (iV YNNh4WiSRY7NV9:KVN1' '3:5JV:Y.hVN;::h
on the Construction Drawings, or as was existing prior ro e Q : Q 6'~ ~0[
to construction, Light rolling and natural settlement When grassing is completed, including maintenance, the N t` should be token into account The completed seed bed Engineer wll, upon request, make an inspection to o ~ a ~v~' COMPACT TO 98X
should blend uniformly into the surrounding topography. determine acceptability. ~ PROCTOR 0
Good surface drainage of the bed must be provided. When inspected grassing does not comply with the 12' N 12'
Vsible ponding will not be allowed, requirements, replace rejected work and continue ~ specified maintenance until reinspected by the W
Apply specified commercial fertilizer as the"specified Engineer and found acceptable. 3 N
rates, and thoroughly mix into the upper 2 of the seed bed. Delay application of the fertilizer if lawn planting SEASONAL SEEDING MIXTURE AND RATES OF APPLICATION _ O p ~ ~4 •~~f~.•,,.• ANCHOR SKIRT 6" MINIMUM ' ' ~ ~ '
will not follow within a few days. I I i 14 GAUGE COPPER TRACER COMPACT TD 93Z WIRE -PLACE DIRECTLY ON
Seasonal seeding mixtures and rate of application ~ N in established lawn areas, fine grade seed bed to a shall be os follows. All rotes are in pounds per PROCTOR PIPE PRIOR Tn BACKFlLL ~
smooth, even surface with loose, uniformly fine texture. 1000 square feet. Roll, rake, ad drag lawn areas, remove ridges and fill ' ~ A
depressions as required to meet finished grades. Limit Seeding within right-of-ways of state roadways will GENERAL NOTES: #5 WASHED STONE MAY BE USED
fine grading to areas which con be planted immediately be accomplished in accordance with the requirements " after grading. pertaining to maintained lawns. 1. FLTER FABRIC FENCE SHALL BE A MINIMUM OF 32 IN WIDTH AND OVER TURNDOWN.
Moisten prepared lawn areas before grassing if soil is SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
dry. Water thoroughly and allow surface moisture to Unless otherwise requred by the State of the Engineer dry before planting. Do not create o muddy sal {pursuant to potential erosion of ditches or steep 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN IN LIEU OF BURYING SKIRT, 6" OF +
condition. slopes) seed within road right-of-way will be treated FOR A PERIOD OF MORE THAN 30 DAYS. like established lawns.
Restore seed beds to specified conditions if eroded ar 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
otherwise disturbed often fine grading and prior to September 15 -March 1 lontin . Mointoined Lawns SELF-FASTENER ANGLE STEEL TYPE.
P g 4. WOOD POSTS SHALL BE 6 TO 7 FEET IN 6 ~ Kentucky Fescue No. 31 HEIGHT AND 3 TO 4
SEEDING: z ~ Rye Grain INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO STEEL OR WOOD POST ~
Do not wet seed or seed which is moldy or otherwise 30 # Fertiizer (10-10-10) WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LONG. damaged in transit or storage. 100 ~ Lime
12 ~ Superphosphate 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
Sow seed using a spreader or seeding machine. Do not Unimproved Areas IS USED ADJACENT TO A CHANNEL, CREEK OR POND. seed when wind velocity exceeds 5 miles per hour. Z FILTER FABRIC
Distrbute evenly over entire area by sowing equal 4 ~ Kentucky fescue No. 31 6. TURN SILT FENCE UP SLOPE AT ENDS. ~ ~ W 1. NEW PAVEMENT SHAM HAVE 10' BASE COURSE AGGREGATE AND 2` SURFACE COURSE OR
quantity in two d~ections at right angles to each other. 2 # Rye Grain = FW- U v WTCH E)OS1WG COIiSTRUCTION, WHICH EVER IS GREATER OR AS SPEgFlED BY THE
w not less that the uontit of seed s ecified. 30 # Fertilizer (5-f0-10) 7. WHEN FABRIC IS USED WITH WIRE MESH 8 CENTERED POSTS MAY BE USE. M ~ ~ ~ q Y P 100 ~ L'une rn ~ ~ Q~' OONIRACT DOCUMENT'S. o = Q ~0 ~ z
_ 1 12 / Superphosphate ~ Rake seed lightly into the top one eighth inch of sa , ~ 6 ~ 2 TRENCH IS Tn BE BACY.hTIIED ~V 8 LAYERS AND COMPACTED TO AASHO MAXIMUM DENSITY c~v v~ BEFORE PAVEMENt REPAIRS ARE MADE.
roll lightly, and water with a fine spray. MAINTENANCE NOTES: 1. FLTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY a Unimproved Areas -Slopes greater than 2:1 or other F~ 3. REFER Tn EARTHWORK SPECFICATIONS FOR EMBEDMENT AND f1I.L REQUStE1~EN15.
i b readin areas subject to erosion. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH Protect seeded slopes against eras on y sp g RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL
specfiied lawn mulch after completion of seeding 2 ~ Kentucky Fescue No. 31 operations. Spread uniformlX to form a continuous 4 ~ Serlca Lespedezo (Unscarified) ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. o
blanket not less than 1 1/2 ,loose measurement, over 2 ~ Rys Groin seeded areas. 30 ~ fertlizer (5-10-10) 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END PAVEMENT REPAIR DETAIL
100 ~ Lim• OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE ANCHOR SKIRT 6' MINIMUM NO SCALE DRAWN BY APPROVED
HYDROSEEDING NEW LAMMS: 12 ~ Superphosphate FABRIC SHALL BE REPLACED PROMPTLY.
Mix specified seed, fertilizer, and pulverized mulch in February 1 -October 15 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT JEN JEN MIN. 18 JOINT OF PIPE
water, using equipment specifically designed for hydroseed FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH applcation. Continue mixng untl uniformly blended into Mointoined Lawns PROJ. ~ DATE
homogeneous slumy, suitable for hydraulic application. 8 ~ Kentucky Fescue No. 31 APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN ADJUSTABLE 3 PIECE OR AS OTHERWISE SHOWN s/z~/o5
30 Fertlizer (10-10-10) PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM Apply slurry uniformly to all areas to be seeded. Rate 100 # Lime CAST IRON VALVE ON PLAN
of applications is to be os required to obtain specified 12 # Superphosphate TO THE EXISTING GRADE, PREPARED AND SEEDED. seed sowing rate. BOX ,~~~~+u~N+ivy~~i
a i
MULCHING: Unimproved Areas 6 ~ Kentucky Fescue No. 31 $ / ~ °r
2 ~ Sudongross (May. June, ~d July ady) After fertilizing, seeding, raking, and tilling, dried straw 20 / Fertlizer (5-10-10) NO SCALE Q~ r'
is to be unifartnly spread over the area at the rate 100 ~ Lime of 90 pounds per 1000 square feet. Straw is to be 12 ~ Superphosphate SE r
sprayed with liquid asphalt to bong and anchor it i
Liquid asphalt (kerosene thinned) is to be applied of a N Asa .,9 IN,,~• ~Q,,
rote of 150 gallons per ton of straw (approximately 7 gallons per 1000 square feet). 2'-O" MIN. F~ Q r E. ~O
rhhnm~N~t / n
M.J. PLUG RODDED TO
CONCRETE DEADMAN WITH
SPILLWAY CREST 5 WASHED STONE n o • r 4 3 4 DIAMETER RODS

r- ' .'r;~ ~ _ BITUMASTIC COATED ~N . y NZNCnO
~h. ~0W EXCAVATE 12" DEEP X
RIP RAP - ao~N
36" LONG SEDIMENT PIT 1 N
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BLj~CKING DIMENSIONS ENSIGNS CAST IRON VAL = vE
BOX ~ C 3 ~ B
X A B o
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PROPOSED WATER LINE TO BE ~ ~ N 8 3 -0 5 0 w 4 -0 » + ~ HYDRANT ~ -0 2 -6
_ INSTALLED WITH A MINIMUM 36 ~ d
- - 6" 2'-6" 4'-0" COVER -RELATIVE TO EXISTING -0 2 -0 Rood S " urface 0
- EDGE OF PAVEMENT & GROUND 6» Ground Level ~
iii ui~ ii_ ~
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- 4 6° PIPE 30" Min.
14 GAUGE COPPER TRACER WIRE DI MJ TEE Cover
9 v~ - OR TRACER TAPE AS REQUIRED WITH BLOCKING
_ a d , ' • /Y . •1 1 •
~ BY LOCAL WATER AUTHORITY v B Q ~ ,
- v d M T 6 M.J. GA
a P a ~ d - 6 - E_ VALVE 7 CUBIC FEET OF
= CAREFULLY COMPACTED BACKFlLL a v Q ° ' 4 .Q ~
- 57 WASHED STONE 0
- TO 12 ABOVE TOP OF PIPE 4 d BLOCKlN6 +c RESTRAIN HYDRANT TO VALVE C MIN. fi THICK CONC U
- - COMPACT TO 95~ STANDARD PROCTOR v a - a FACE Q a AND VALVE TO TEE WITH 4 4 ~ BASE UNDER HYDRANT
P.V.C. - Q - .9 a ' • 3 4 11E RODS
NOTES: N
COMPACTED GRANULAR CONCRETE BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. DO NOT
- MATERIAL - 1 2 OF BLOCK WEEP HOLES. ~
= OUTSIDE DIAMETER A MINIMUM OF 4 RODS 90 APART SHALL BE USED UNLESS OTHERWISE NOTED -
- II ~ IN THE CONTRACT. ~
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24 " TRENCH MlN. w
NOTE: NO SCALE - of nr•~ir,ir` ?
rn~I~ef~Tnia All ICT DD/11At1t' 1~/1AlrDCTC 01 nf~+1~
AL- IQ,
SUITABLEIFORVSOIL CONDI110NSIEN000NTERE WATER LINE TRENCH DETAIL ELBOWS, TEES AND PIPE SIZE CHANGES SHAL NO SCALE HAVE BLOCKING. ELBOW WAS USED FOR )UNTERED.ALL NOTE: I I ~
DES SH,4LL ALL WATER MAINS AND APPURTENANCES SHALL BE INSTALLED
FOR IN ACCORDANCE WITH CALDWELL COUNTY STANDARD SPECIFlCA110NS Li (~o
ILLUSTRA710N ONLY.
FOR INSTALLATION OF WATER SYSTEMS -STANDARD X99-00418 w
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-LEGEND
R/W
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CALDVVELL COUNTY 5
EXISTING RIGHT—OF—WAY
EXISTING CATCH BASIN
EXISTING DRAINAGE PIPING
EXISTING FENCE
EXISTING GUARD RAIL
TOP OF BANK
BOTTOM OF BANK
EXISTING TREE LINE
EXISTING DRAINAGE DITCH
EXISTING WATER LINE (SIZE AS NOTED)
PROPOSED WATER LINE (SIZE AS NOTED)
FIRE HYDRANT ASSEMBLY
PROPOSED GATE VALVE (SIZE AS NOTED)
PROPOSED DEADMAN ASSEMBLY
PERMAN SEEDIN
PROPOSED CHECK DAM
ljo
SHEET NO. DESCRIPTION
1 COVER SHEET
2-5
A
WATER LINE PLANS
CONSTRUCTION DETAILS
PROPOSED WATER
LINE EXTENSION
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LOCATION MAP (NTS)
GENERAL NOTES:
1. ALL WATER LINE CONSTRUCTION WORK WILL BE IN THE NC DOT RIGHT—OF—WAY OF FOWLER ROAD AND
DUDLEY SHOALS ROAD. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL AN APPROVED NC DOT ENCROACHMENT
AGREEMENT IS OBTAINED, A COPY OF THE APPROVED ENCROACHMENT AGREEMENT SHALL BE ON THE PROJECT SITE WHEN
THE CONTRACTOR IF WORKING.
Z LOCATION OF f "'LITIES AS SHOWN ARE APPROXIMATE ONLY, EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRAC um AT LEAST THREE DAYS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE CALL CENTER (1-800-632-4949).
3. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE. OR AS
NOTED.
4. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
5. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR
WILL BE RESPONSIBLE FOR ANY FINES LEVIED BY THE STATE OF NORTH CAROLINA THAT MAY BE LEVIED DUE TO POLLUTION
CREATED BY THE CONSTRUCTION.
6. ALL DISTURBED AREAS SHALL BE SEEDED/GRASSED AND MULCHED AT THE END OF THE WORK WEEK.
7. ALL VALVES IN EXISTING ROADWAY SHOULDERS SHALL INCLUDE A CONCRETE VALVE PROTECTOR — SEE DETAIL ON SHEET 3.
8. ALL WATER UNE WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST STANDARD TECHNICAL SPECIFICATIONS FOR
CALDWELL COUNTY WATER SYSTEMS — SERIAL f 99-00418.
9. ALL PAVEMENT THAT REQUIRES REMOVAL SHALL BE SAW—CUT PRIOR TO REMOVAL
10. ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE DISPOSED OF AT AN APPROVED OFF—SITE LOCATION.
11. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A MINIMUM 3 SETS OF SHOP DRAWINGS OF ALL PROPOSED MATERIALS
PRIOR TO PLACING ORDERS.
12 PROPOSED WATER LINE SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE.
CONTRACTOR SHALL GIVE A MINIMUM 48 HOURS NOTICE PRIOR TO TESTING. AFTER THE PRESSURE TEST IS SUCCESSFULLY
COMPLETED, THE CONTRACTOR SHALL PROVIDE A SATISFACTORY BACTERIAL TEST PRIOR TO PLACING THE WATER MAIN IN SERVICE.
13. ALL FIRE HYDRANTS SHALL BE "BAGGED" PRIOR TO THE NEW UNE IS IN SERVICE.
14. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ONE SET OF "RECORD DRAWINGS" PRIOR TO SUBMITTING FINAL PAY
APPLICATION TO THE OWNER.
15. MAINTAIN A MINIMUM 12" VERTICAL SEPRATION BETWEEN PROPOSED WATER MAIN AND EXISTING DRAINAGE PIPING. ALL MAINS
SHALL HAVE A MINIMUM 36" COVER, OTHERWISE ROUTE PIPING UNDER EXISTING DRAINAGE PIPES.
16. ALL PVC WATER PIPING SHALL BE C900 DR 14 CLASS 200 PVC. ALL PVC WATER MAINS SHALL INCLUDE A 14 GAUGE COPPER
TRACER WIRE. PULLED UP INTO ALL GATE VALVE BOXES FOR FUTURE LOCATING USE.
17. ALL FIRE HYDRANTS SHALL BE PAINTED TO MEET THE LOCAL FIRE DEPARTMENT OR WATER PROVIDER REQUIREMENTS.
i
'At
OWNER:
CALDWELL COUNTY
CONTACT: DWIGHT MINTON
PHONE: [phone]
ADDRESS: 905 WEST AVE NW
LENOIR, NC 28645
PUBLIC WATER SYSTEM ID #01-14-047
STANDARD SPECIFICATIONS SERIAL #99-00418
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PREPARATION: MAINTENANCE:
Begin maintenance immediatdy after planting. Preparation of Planting Sail: Mix lime with dry sail prior , ALL EDGES OF PAVEMENT , OR CONCRETE SHALL BE m
to mixing of fertgizer. Prevent lime from contacting acid Maintain seeding for not less than 60 days after SAW-CUT PRIOR TO REMOVAL
loving plants. substantial completion, and longer os required to VARIABLE AS DIRECTED BY THE ENGINEER WIDTH OF PAY LIMITS FOR
establish on acceptable stand. If seeded in fall Apply phosphoric acid fertiizer to(other than that and not given full fi0 days of maintenance, or if WOVEN FILTER FABRIC ' STEEL OR WOOD POST E>aSTING
constituting a portion of complete fert7izers) directly not considered acceptable at that Tune, continue (6 MAX.) to subgra4e before applying planting soil and tiling, maintenance the following spring unto an acceptable PAVEMENT 10' COMPACTm ABC OR 8" COMPACTED BLACK BASE
stand is established. Preparation of Seeding Bed: Loosen subgrade of areas 2' BIT. PLANT MIX. MIN
to be grassed to a minimum of 4". Remove stones 1 1/2" Maintain grassing by watering, fertilizing, weeding, FILTER FABRIC
(n any dimension and sticks, roots, rubbish, and other mowing, trimming, and other operations such as rolling, Z extraneous matter. Umit preparation to areas which regrading and replanting as required to establish a z_
~ w will be planted promptly after preparation. smooth, acceptable lawn, free of eroded bore ores. ~ J U tNMW.SWAYNNNIM'hV •••••••••••••••••SC.W::
Seed bed is to conform to ground elevations as shown INSPECTION AND MAINTENANCE ~ ~ m J Q' ~ tCNNA:}dhN.WYYY:NIIYS :.::h::::.'.Y Y7~ ~tLm OQ
on the Construction Drawings, or as was existing prior : ~ 6,~ 5~
to construction. Li ht rollin and natural settlement c 9 9 When grassing is completed, induding maintenance, the N should be token into account The completed seed bed Engineer wQl, upon request, make an inspection to N ~~v COMPACT TO 98X
should blend uniformly into the surrounding topography. determine acceptablity. ~ PROCTOR ~ ~ ~ o
Good surface drainage of the bed must be provided. When inspected grassing does not comply with the 'IZ' N 12.
Vsible ponding will not be allowed, requirements, replace rejected work and continue ~ specified maintenance until reinspected by the ~ W
Apply specified commercial fertilizer as the"specified Engineer and found acceptable. 3 N rates, and thoroughly mix into the upper 2 of the seed
bed, Delay application of the fertilizer if lawn planting SEASONAL SEEDING MIXTURE AND RATES OF APPLICATION ~ _ O O ANCHOR SKIRT 6" MINIMUM ~'•'~•"~~r''':~4'~:~.'~•;'~'••,•;•'•~~ ~ ~~y i~''i•.. .1. . f1.\~• 14 AU 1i
will not follow within a few days. I I r Seasonal seeding mixtures and rate of application I G GE OPPER TRACER COMPACT TO 95x WIRE -PLACE DIRECTLY ON
In established lawn areas, fine rode seed bed too follows. All rotes ore in ounds er M N ' 9 shall be as p p PROCTOR PIPE PRIOR TO BACKFlLL Z
smooth, even surface with loose, uniformly fine texture. 1000 square feet. Roll, rake, ad drag lawn areas, remove ridges and fill
depressions as required to meet finished grades. Limit Seeding within right-of-ways of state roadways will fine grading to areas which can be planted immediately be occom lished in accordance with the requirements GENERAL NOTES: #5 WASHED STONE MAY BE USED ~
after grading. ertoinin to maintained lawns. 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND P 9 SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. OVER TURNDOWN.
Moisten prepared lawn areas before grassing if soil is
dry. Water thoroughly and allow surface moisture to Unless otherwise requrced by the State of the Engineer dry before planting. Do not create o muddy sot (pursuant to potential erosion of ditches or steep 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN IN LIEU OF BURYING SKIRT, 6" OF
condition. slopes) seed within road right-of-way will be treated FOR A PERIOD OF MORE THAN 30 DAYS. like established lawns.
Restore seed beds to specified conditions if eroded or 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
otherwise disturbed after fine grading and prior to September 15 -March 1 lantin . Maintained towns SELF-FASTENER ANGLE STEEL TYPE. P 9 4. WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4
SEEDING: 6 # Kentucky Fescue Na. 31 2 # Rye Grain INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO STEEL OR WOOD POST
Do not wet seed or seed which is moldy ar otherwise 30 # Fertiizer (t0-t0-t0) WOODEN POST WITH NOT LESS THAN ~9 WIRE STAPLES 1-1/2" LONG. damaged in transit or storage, 100 # Lune
12 # superphosphate 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
Sow seed using a spreader or seeding machine. Do not Unimproved Areas IS USED ADJACENT TO A CHANNEL, CREEK OR POND. seed when wind velocity exceeds 5 miles per hour. Z FLTER FABRIC z
Distribute evenly over entire area by sowing equal 6. TURN SILT FENCE UP SLOPE AT ENDS. ~ w ~ w 1. NEW PAVEMENT SHALL HAVE 10" BASE COURSE AGGREGATE AND 2' SURFACE COURSE OR
quantity in two directions at right angles to each other. 4 # KentudkY Fescue No. 31 = ~ z # Rye Groin 7. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE. o ~ ~ ~ ~ MATCH EXISTING CONSTRUCTION, WHICH EVER IS GREATER ~ AS SPEgFlED BY THE
Sow not less that the quantity of seed specified. 30 # Fertiizer (5-10-10) M lL m 100 # Lime ~ ~ m flQ OONIRACT DOCUMENTS. °z 6' 2 TRENCH IS TO ~ BACKFlLLED M 6' LAYERS AND COMPACT® TO AASHO MAIOMUM DENSITY
12 # Superphosphate ~ lQi Rake seed lightly into the top one-eighth inch of sot, A 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY a c~v ~~v BEFORE PAVEMENT REPAIRS ARE MADE ~
roll lightly, and water with a fine spray. Unimproved Areas -Slopes greater than ~1 or other F 3. REFER ~ EARThIWOIiiC SPEClF1CAilONS FOR EMBEDMENT AND FI11 REQUIREMENTS.
in onion b s readin areas subject to erosion. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH Protect seeded slopes ago st er y p g RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
specified lawn mulch after completion of seeding 2 # Kentucky Fescue No. 31 operations. Spread uniformlX to form o continuous ¢ # Serico Lespedezo (Unscarified) ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. k 0
blanket not less than 1 1/2 ,loose measurement, over ~ # Rye Groin seeded areas. 30 # Fertilizer (5-10-10) 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE ENL? PAVEMENT REPAIR DETAIL
too $ Lime OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE ANCHOR SKIRT 6" MINIMUM NO DRAWN BY APPROVED
HYDROSEEDING NEW LAWNS: t2 # superphosphate FABRIC SHALL BE REPLACED PROMPTLY. JEN JEN
Mix specified seed, fertilizer, and pulverized mulch in February 1 -October t5 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT MIN. 18 JOINT OF PIPE
water, using equipment specifically designed for hydroseed FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH application. Continue mixing until uniformly blended into Maintained Lawns PROJ. # DATE ADJUSTABLE 3 PIECE OR AS OTHERWISE SHOWN
homogeneous slurry, suitable for hydraulic application. g # Kentucky Fescue No. 31 APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 6/23/05 CAST IRON VALVE
30 # Fertilizer (10-10-10) PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM Apply slurry uniformly to dl areas to be seeded. Rate 100 # Lkne ON PLAN BOX ,
of applications is to be os required to obtain specified 12 # Superphosphate TO THE EXISTING GRADE, PREPARED AND SEEDED. seed sowing rote. ,,~~ptt ~++vy~~i
MULCHING: Unimproved Areas fi # Kentucky fescue No. 31 2 # Sudongross (May, June, and July oily) NO SCALE S ~ QO , r
After fertilizing, seeding, raking, and tiling, dried strove y0 # Fertlizer (5 10 10) M
is to be unifornly spread over the area at the rate 100 # Lime of 90 pounds per 1000 square feet Straw is to be 12 # Superphosphate SE L "
sprayed with liquid asphalt to bong and anchor it. ~ "
Liquid asphalt (kerosene thinned) is to be applied at a .~9 IN @•
rote of 150 gallons per ton of straw (approximately 7 gallons per 1000 square feet). 2'-0" MIN. %'~Y 0 E. N
~ N
- M.J. PLUG RODDED TO
SPILLWAY CREST CONCRETE DEADMAN WITH
5 WASHED STONE ~ „ •r 4 3 4 DIAMETER RODS
- • r~ % .rte: _ BITUMASIIC COATED ~N
i~ • a~ fll IW11ZNtf`0
y~: ~0'" EXCAVATE 12" DEEP X N .Y ~ 6~N I
RIP RAP 36" LONG SEDIMENT PIT
,,4 1 "

6 M.J. GATE • • • ~z ~~Z¦ c~~ „~o~ VALVE
~ ~Xa``
I I / N m 6- 0
'I -
INVERT OF EXISTING
DITCHLINE
Q
NO SCALE z_
J
NO SCALE Q
U ADJUSTABLE 3 PIECE
BLOCKING DIMENSIONS ~1ENSIONS CAST IRON VALVE _
X A B BOX ~ 3 ~ B C
o
X ~ z „ w _ STANDARD FIRE
PROPOSED WATER LINE TO BE " ~ " ~ " " 8 3-0 5-0 „ „ 4 0 HYDRANT ~ 5 -0 2 -6
_ INSTALLED WITH A MINIMUM 36 ~ D
- - 6" 2'-6" 4'-0" - COVER -RELATIVE TO EXISTING 4 -0 2 -0 Roods N urfoce 0
- EDGE OF PAVEMENT & GROUND 6" Ground Leve! ~
ai iu_ ii_ iii= 4~
iii= ~
4 6" PIPE 30" Min.
- 14 GAUGE COPPER 1RACER WIRE DI MJ TEE Cover
y a , - OR TRACER TAPE AS REQUIRED WITH BLOCKING
- _ a d . ~ ,
BY LOCAL WATER AUTHORITY B a _ d , ' ~
_ ~ 4 ~ 6 M.J. GA
a P a . " - Q - 6 , VALVE 7 CUBIC FEET OF
= CAREFULLY COMPAC v v 4 ° ' 4 TED BACKFlLL , v. Q ~
= TO 12" ABOVE TOP OF PIPE 4 7 WASHED STONE 0
d BLOCKING ING RESTRAIN HYDRANT TO VALVE „ C MIN. 6 THICK CONC U ,E 4 BASE UNDER HYDRAN
- - COMPACT TO 95~ STANDARD PROCTOR v a - v FACE Q P.V.C. - Q • a AND VALVE TO TEE WITH 4 T
- 9 ° - . 3 4 T1E RODS
NOTES: ~
COMPACTED GRANULAR CONCRETE BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. DO NOT
MATERIAL - 1 2 OF ~ BLOCK WEEP HOLES.
= OUTSIDE DIAMETER . _J ~ A MINIMUM OF 4 RODS 90 APART SHALL BE USED UNLESS OTHERWISE NOTED -
- IN THE CONTRACT. ~
U
Q
- -r ' - - - N 0 SCALE
24" TRENCH MIN. w
NOTE: NO SCALE - z
rn~In~erTnp f,11 tc"r cen~nnr rnrtrc~~r C!I nr C!I nr•I~I~If_`
SUITABLE FOR SOIL CONDITIONS ENCOUNTERE "OUNTERED., ALL I I cy-
WATER LINE TRENCH DETAIL ELBOWS, TEES AND PIPE SIZE CHANGES SHA NO SCALE HAVE BLOCKING. ELBOW WAS USED FOR JGES SHALL ALL WATER MAINS AND APPURTENANCES SHALL BE INSTALLED ~
FOR IN ACCORDANCE WITH CALDWELL COUNTY STANDARD SPECIFICATIONS
ILLUSTRATION ONLY.
FOR INSTALLATION OF WATER SYSTEMS -STANDARD #99-00418 w
s