20020801 Ver 1_COMPLETE FILE_20020521

01 i
ResoUrc e.s (;(.)?a??:?? a.;4rN? ??) E
('Iuu1,s R. hillwood, l.xccutiv?. I)irec?t?)r
MI'MO RANDOM
Fo Todd Tugwell, Permit Coordinator, Raleigh Office
I I.S. Army Corps of F,'ngineers
IIZO1?1: Rolf Linville, Regional Coordinator,,,
Ilabilat.Conservation Program
DA I F: May 24, 2002
SI 111JI V 1': Review of an application by County of Wilkes, I lighway 268 Water Line
Extension, Unnamed Tribularies Yadkin River, Wilkes County
The applicant 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
I nginccrs. The NCWRC has reviewed information provided by the applicant, and field
hiologi,sts on our staff are familiar with habitat values of the prolCCI area. These cornnrcnls ;u,c
provided in accordance with provisions of the Clean Water Act of 1977 (33 11.S.(_'. 466 Ct. seq.)
and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended, 16 1!.S.C. 661-667d).
The applicant proposes to install potable water and natural gas utilities west of'
Wilkesboro into the Moravian Galls area primarily along highway 268. Impacts will occur to
Ihrcc tributaries to the Yadkin River below W. Kerr Scott Reservoir. "Trout are not known to I)c
present in These tributaries.
Ralzed on the infor•malion provided by the applicant and our intro mat ion on the range ot,
front in the proicct area, we do not believe this project will cause significant effects to waters
supporting trout. 'T'herefore, we will not object to Lhe proicct provided conditions required in the
,104 Permit and 401 Certification are adhered to filly.
Thank you for the opportunity to review and comment on this proicct. II'vo t, have
(Iricstion•s regarding these comments, please contact me at 336/769-9453.
Cc. John I)orney, DWQ
M,n!cn;,, UtIrc -7 l )ivi?P)n nl Iii I and FP, 1 L" t i\4.1il ticr? icc IIcr • I(al. i.. N( ?-'699 I?.) I
7VIellIio .: (`) I')) ? i i- ii, t i rxi. I9) ? I'? 76,1 S
Apr ,.., cq0 _ ....
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
r- Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
May 30, 2002
Wilkes County
DWQ Project #: 02-0801
APPROVAL OF 401 Quality Certification
County of Wilkes
110 North Street
Wilkesboro, NC 28679
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact 27 feet of waters for
the Highway 268 water line extension as you described in your application dated May 21, 2002. After reviewing your
application we have decided, this fill is covered by General Water Quality Certification Number 3374. This certification
allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water.Supply Watershed regulations. This approval will
expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. 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 wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be
valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786 or Jennifer Frye at our Winston-Salem Regional
Office at 336-771-4600.
Attachment

cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
NCDENOR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.uslncwetlands
Office Use Only: Fonn Vcrsion February 2002
USAGE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
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 (see section VIII - Mitigation), check here: ?
U. Applicant Information
Owner/Applicant Information
Name: County of Wilkes
Mailing Address: 110 North Street
Wilkesboro NC 28679
Telephone Number: [phone] Fax Number
E-mail Address:
2. Agent 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: Not Applicable
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
[phone]
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: flighway 268 Water Line Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN):
4. Location
County: Wilkes Nearest Town: Wilkesboro
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.): West on N.C. 268, 0.6 miles from
U. S. 421
5. Site coordinates, if available (UTM or Lat/Long): See attached sheet.
(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. Describe the existing land use or condition of the site at the time of this application:
highway right-of-way
7. Property size (acres): Not Applicable
8. Nearest body of water (stream/river/sound/ocean/lake): Yadkin River
9. 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/.)
Ngc 6 of 12
10. Describe the purpose of the proposed work: potable water distribution and natural gas
distribution
IV.
11. List the type of equipment to be used to construct the project: tracked excavator
12. Describe the land use in the vicinity of this project: agricultural and undeveloped with a
few scattered residences and small commercial buildings
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.
none
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.
none
V1. 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
I . Provide a brief written description of the proposed impacts: crossing of 3 streams
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
None

* List each impact separately and identify temporary impacts. hupacts 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 arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM); or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littL)://www,feiiii.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.)
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Strewu Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Strcam Namne** Average Width
of Stream
Before Inn act Perental or
Intermittent?
(please specify)
I Riprap 6 U. T. to Yadkin River 3' Perennial
2 Riprap 6 U. T. to Yadkin River 3' Perennial
3 Culvert 15 U. T. to Yadkin River 3' Perennial

List each impact separately and 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 loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on IISGS topographic neaps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ILI, st in, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 27
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:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name (if of Waterapplicable)body Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None

list each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): no ponds
Proposed 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.
Streams must be crossed to extend water and gas lines. Temporary diversion and permanent
riprap lining shown on attached Stream Crossing Detail and culvert at Crossing 3 are proposed to
minimize impacts.
VIll. 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
fi-eshwater 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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.litml.
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.
Mitigation not required.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401 /Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://1?2o.cnr state.nc.us/??/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact

(square feet)
Multiplier Required

Mitigation
1 3
2 1.5
Total
"/,one 1 extends out 30 feel perpendicular from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Mitigation not required.
XI. Stormwater (DWQ Only)
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.
750 lineal feet of existing pavement crossed in 6920 lineal feet of construction
No controls proposed.
XII. Sewage Disposal (DWQ Only)
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.
No wastewater generated.
XIII. Violations (DWQ Only)
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).
Applic /Agent's Silellafide U Date
(Agent's signature is id only if an authorization letter from the applicant is provided.)
Page 12 of 12
May K.1102

Division o Water Quality
401 Wetle nds Unit 213U
() 1
1650 Mail ' )ervice Center
Raleigh NC 27699-1650
Re: Higl Iway 268 Water Line Extension, Wilkes County
Project No. G01063
Dear Sirs:
MAY 2 I XW
I
'i
This is to request approval of the subject project under Nationwide Permit 12. Enclosed please
find 7 copies of the completed Preconstruction Notification Application Form with attached
vicinity map, coordinate sheet and plan and detail drawings.
We trust that these materials will be sufficient to evaluate the proposed stream impacts.
If you need additional information or have any questions, please do not hesitate to call.
Very truly yours,
MUNICIPAL ENGINEERING SERVICES CO., PA POMPM,
William L. Faucette, J
WLF
Enclosures

cc: US Army Corps of Engineers
NC Wildlife Resources Commission
N\
1 {1i

V
I fi?
FF
rnv %
ym
J
JU
2Q
Q?
?O
OZ
F?

?J
O
J O
J
CD
? N
z-moo
Q'o
in J
F V)
w
w
o,
to
n
P
x
w
F
O
Y
rn
rn
~ w
W O
W
LLI
O ~
N p
0
J -?
> U
W K
Z U
CC w
0
Oo
C-1
Z
O a
U L
O
Q
Z
y9
I?
x
0 w
Ow
Z I
U
w
W G
Z
O c W
Z O N f Z

f ? Vl
J Ot t'
^ Q
O Z
N a ZO
° a-
oQ
¢Z
U U
? W
N O

N
w
D
d
? N W
O ? K
O
¢ N C\j
O
O
Z Q
N Z m
N (-, =?
} lY >
K Z cn
U O
¢ W m
a CC
? W N
>o
¢ CC Z
Z. Z) ¢
O (f) N
J Q.
¢ Q a
Z U ?
U U
O S
a
3 O ¢
W K
W 0
N L7
o
J n a
w O
O } O
U m 2
d ?
¢ W
? `C vUi
N M
0
O K
W 0
O
¢
N
F M `
N L N

Y
u a)
2 o E s
O O `/
O U
cp u U Ol
N L 3 N
O OJ
C7- U o CL. 3 c
W b U C u F'O C
)
2 N N m

o

rn V
01
U -
c Ev- C C

°- W
m
° o
°
O _ O N o v ?
w M ?

C' ar v
?
v y ??
nt O Z1 O 7 ? _v
Highway 260\?h@ Big Ixtension
Site Coordinates
Reference: USGS Wilkesboro, N.C. 7.5 minute quadrangle 1966
UTM Grid Coordinates Zone 17, NAD 1927
Description Y X
Stream Crossing 1 3,998,720 481,824
Stream Crossing 2 3,998,590 481,500
Stream Crossing 3 3,998,510 481,210
R .k r y a r.+
GENERAL NOTES INDEX OF DRAWINGS
#xb aCS ' tz '~s
SHEET DRAIMNG DESCRIPTION 1. PROVIDE SEEDING MULCHING (PERMANENT TEMPORARY) N NO. ~ a
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS, BUT NO MORE THAN ~ a Y i~ 4 4 eI- 3 S~^" -
30 CALENDAR DAYS, FOLLOWING COMPLETION OF ANY PHASE OF GRADING. 1 1 COVER SHEET
PROVIDE PERMANENT GROUND COWER ON ALL DISTURBED AREAS WITHIN 2 2 INIDEX VICINITY MAP NOTES AND lF
15 WORKING DAYS, BUT NO MORE THAN 90 CALENDAR DAYS FOLLOWING 3 G1 'PLM & PROFILE, STATM 0+00 - STA 10+00
COMPLETION OF CONSTRUCTION. 4 G2 PLAH & PROFILE, STATION 10+00 - STATION 16+0208 > r ! r x i NORTH
~ r
2. BENDS IN PROPOSED WATER LINE ARE NOTED EITHER ON THE PLAN 5 G3 PLAN ai PROFILE, STATION 20+00 STATION 35+OD OR ON THE PROFILE, AS APPROPRIATE. 6 G4 PLAN & PROFILE, STATION 35+00 -STATION 50+00
G5 PLAN & PROflI~, STAIWN 50+00 -STATION 65+00 3. DO NOT ALLOW LIVE OR FRESH CONCRETE TO COME INTO CONTACT 7
WITH WATER IN ANY STREAM. 8 G6 PLAIN & PROFILE, STATION 65+00 - STATION 73+04,44 Z .
fi i P e~. @ • y Y~ r^l Y
9 D1 SITE DETAILS
10 D2 STE DETAILS E~ jx H h p 4
fi r Iv3~ ~ a t i. ItFF
Lai
uu
We `f f
...y.' 'T,` a Ak t 'd M1.> x
SEEDING SCHEDULES
DRAW4NG LAYOUT
.x' . 5
PERMANENT SEEDING SCHEDULE TEMPORARY SEEDING SCHEDULE iEWLE a X a e ,
SEEDING MIXTURE WINTER
Species Rate (lb./acre) SEEDING MIXTURE 'L
Tall fescue 100 Species Rate(lb./acre' Sericeo lespedeza 30 tate(ib./acre)
Kobe lespedezo 10 Rye (grain) 120 120 i tr „tc r
' ~ X t Y yS I
SEEDING NOTES SEEDING DATES t at'r tT1t; t M
After August 15, use unscarified sericea seed. October 25 - February 1 r A ,I
SUMMER
' NURSE PLANTS 3. , #A
SEEDING MIXTURE rfq y3
Between May 1 and August 15, add 10 lb/acre German millet or l~ ~M
t; 15 lb/acre Sudongross, Prior to May 1 or after August 15, add Species Rote(ib,/acre, tote(ib./acre): ,
40 lb/acre rye (groin). German millet 40 x 40
f Xya y
T" e°aYY''f .
SEEDING DATES SEEDING DATES • Y A
Eady spring: February 15 - April 15 April 15 - August 5
Fall. August 20 - October 25 k<
At tines other than the above apply temorary seeding, then
apply permanent seeding later. SOIL AMMENDMENTS
Apply 2,000 Ib,/acre ground agricultur6 lira Iricuitural limestone and 750 Ib./acre?
SOIL AMENDMENTS 10-10-10 fertilizer, Do not apply fertilizer v Ply fertilizer within 10 feet of any stream. Ol cj x
Apply 3000 lb/acre ground agricultural limestone and 1,000 Ib/ocre MULCH
10-10-10 fertilizer. Do not apply fertilizer within 10 feet of any stream. Apply 4,000 lb./acre small grain straw or e n straw or equivalent cover of another
suitable mulch. Anchor straw by tacking wit y looking with asphalt or netting. N
MULCH Use netting on slopes steeper than 3:1. than 3:1.
ter.. s ~TPa4~N
Apply 4,000-5,000 lb./acre small gram straw or equivalent cover of MAINTENANCE ~ r A4
another suitable mulch. Anchor straw by tacking with asphalt or netting. Refertlize if growth is not fully adequate. R Use netting on slopes steeper than 3:1, mulch immediately following erosion or othe adequate. Reseed, refertAlze and
ision or other damage.
MAINTENANCE 02080t
'~x1
Reseed, fertilize and mulch damaged areas immediately.
CONSTRUCTION SEQUENCE LE( LEGEND
d 3F5 F M -F~
4m, ~A
SYMBOLS ABBREVIATIONS ak; LINETYPES SECTION AND DETAIL KEYING
bi ' 1. GEAR AREAS NECESSARY TO INSTALL EROSION CONTROL DEVICES.
s
0 2 INSTALL ALL EROSION CONTROL DEVICES. A.B.C. AGGREGATE BASE COURSE O/H OVERHEAD
10 „a 3. CLEAR AS NECESSARY FOR CONSMUCtION. MAZE CLEARING AND SYMBOL DESCRIPTION C.I. CAST IRON PVC POLYVINYL CHLORIDE )E DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: f
LL GROUND DISTURBANCE AT STREAM CROSS NGS. C CENTERLINE
II R.C.P. REINFORCED CONCRETE PIPE tETE PIPE - - EXISTING RIGHT-OF-WAY LINE (A) A SECTION CUT ON DRAWING 3 IS IDENTIFIED AS FOLLOWS: a
4, COMPLETE CONSTRUCTION AND APPLY PERMANENT SEEDING PER SCHEDULE. HYDRANT CL. • CLASS SAN. SANITARY EDGE OF PAVEMENT SECTION LETTER
CONSTRUCT STREAM. CROSSING DIVERSIONS IRATELY PRIOR TO oMM WATER METER CONSTRUCTION AT THE STREAM AND REMOVE DIWQtSONS WpNEDIAIELY C.M.P. CORRUGATED METAL PIPE STA. STATION
m FOLLOWING COMPLETION OF CONSTRUCTION AT THE STREAM. s EXISTING WATER LINE
o D4 VALVE CONC. CONCRETE
5. MAINTAIN ALL 900 CONTROL DEICES UNTIL PERMANENT VEGETATION VERT. VERTICAL SS EXISTING SANITARY SEWER ECDRAWING WHERE SECTION IS SHOWN
HAS BEEN ESTABLISHED. ® MANHOLE D.I. DUCTILE IRON U/G UNDERGROUND
c ExIsnaG GAS
POWER OR TELEPHONE POLE D.I.P. DUCTILE IRON PIPE W/ WITH (B) THE SECTION SHOWN ON DRAWING 6 IS IDENTIFIED AS FOLLOWS:
!IC x x-- FENCES „
z T13 TELEPHONE PEDESTAL EXIST, EXISTING W.W.F. WELDED WIRE FABRIC
GUY FL FLANGED SECTION LETTER a;' n -x - x x- SILT FENCE
F.O.C, FIBER OPTIC CABLE
I SIGN GALV. GALVANIZED
EXISTING STORM DRAINAGE 3 DRAWING WHERE SECTION WAS CUT
z DM MAILBOX HOPE HIGH DENSITY POLYETHYLENE
n MONUMENT MAX. MAXIMUM
x ® CONTROLLED ACCESS LINE MIN. MINIMUM
3C MJ MECHANICAL JOINT ry
Q N.C. NORTH CAROLINA
NCDOT NORTH CAROLINA DEPARTMENT PRELIMINARY _ Rr 3 y
OF TRANSPORTATION NOT FOR LONMOON rap+~ar ~ ` 4 C9x 'k,~t zFd
b^ z
NMI 7 7"m ",an } h x _ f ...yam * 9r} _ y` .t M
, rc~', s£.' ~.~:•".T. i j yes } air'.: w.:r ~tx,
•i.. # a r~ ' , s 3; ` . k i.' „ o~rx ..:'d ~ ~ 3 f r : .ky, t`.: ,V. ~.;a k o- .'9, ry,fi zw { .M. f?., ''~"4g'~4 a.1!.

xn ~ p.
r 3'FI? d 4 k w x f
L
s tat
lY A Y
Y y~ F t3 d
v.
tow F A( S 06
R 4£.
r '
1.
toy a4.M1
~Y ! 1 lb t [
Y a Y f "t Ys
' y
EXISTING 8' D.I.P. WATER LINE ~ , f Xb
5 ~ xv:
EXISTING 6' PVC SANITARY SEWER FORCE MAIN, LOCATION APPROXIMATE - PROPOSED 4' HOPE GAS LINE - J~ Kin:
MAINTAIN 10' CLEAR HORIZONTAL SEPARATION N C. HJWWAY 268 28-i _ . ill w 25+00 29+00 30+00 '
26+00 22' PAVEMENT 60' R
90' ELL 24+00 _
- _ _ x ---x 22+00 23+00 z 77
+00 GRASS 00
? £ x~--x-_ PROPOSED FIRE HYDRANT 22 1/71 i D.I. 22 11T BEND PATH
x x x 16' D.I. 22 1/2' BEND 6" D.I. 45' BEND err C6 L DRI / c JOINS WRIER SILT FENCE TEMPORARY CONSTRUCTION EASEMENT STREAM CROSSING, 14 45' BEND 34+00
_ (CO LAY) SEE DETAIL 13
90' ELL 2
R. J .
: EXISTING GAS LINE
I PROPOSED 16' D.I.P. CLASS 50 WATER LINE REPLACE EXISTING BEND WITH 12" X 8' D.I. TEE
16" X 8' D.I. REDUCER - LOCATE AS CLOSE TO VALVE AS POSSIBLE
8' D.I. BEND, IF NECESSARY ' Y
EXIST. GRAVITY SANITARY SEWER, LOCATION APPROXIMATE
EXIST. 8" 0.1. WATER LINES, LOCATION APPROXIMATE HI ..Sx (
h
•..Y....
L
O 4
PLAN
SCALE: 1" = 50'
f
aa.
N 5
d
41
992 - - -
990 - - - -
- 990 (Zi' "",1
988 - - - - - - - - - - - - - - Sea
r
986 - - 9~ •,r,,, U
984 - - - - - - - - t -t - - - 984 4
982 - - - _ _ I 982
980 980
918 - - - - - 976
976 - - - - EXISTING ROUND STATION 27+56 FIRE HYDRANT ANT 976
N
u") \ \ 914 - - - - - - - - - - - - - 974
m ^M - _ -
- 972 O
a° 970 16" X 8w TEE AT EXISTING WATER LINE I / 970
I -.mom - 968 Lai O'
968 PROP 16' X 8" D.I. EDUCER -
z
966 - EXISTING 8' ATE VALVE 986
0
964 PROPOSED 16" DJ P. CLASS 50 W TER LINE 16' D.I. 22 1 BEND 16' D.I. 22 1 ' BE I L 22 1/2' BED - 964 4 4
o -
962 v _ 962
m
960 - - 960 Q
T .J'
= 958 958 -
W 16" D.I. 45' BEND W BEND Q. N
s Y
N i0 ^ co a M o, a a M N 00 a n n N tl~ m W V] VI b r, ~ M 17 N fJ N fV f`I rn o n rn co 0 0 o rn n ao m cJ r n o 0 0 o C-4 ri M C4 C4
h n n n n n n n n n n n n 9 ^n n ,p 0 m m 0~ A 00ch m! 01 O1 0) Qi 01 rn T rn n n n n n n n n n n n n rn rn rn rn rn rn rn rn rn a rn rn
0
L D
v 20+00 21+00 22+00 23+00 24+00 25+00 26+00 21+00 28+00 29+( 29+00 30+00 31+00 32+00 33+00 34+00 35+00
Y
3 3 AS NOW
Cl
By* 4
PROFILE PRELIMINARYro3l
HORIZONTAL SCALE: 1" = 50' NOT FOR CONSTi2UCT}ON
VERTICAL SCALE: 1" _ 5' P
s 4/23/02 _ 1
,'A

~•a„
' n4.
r. a , L .
3, val.; J.
j I
q..
. 1 ~e
r;;
t ; Y. t~ '
~ h t L t
~ 'Y:
~
r
~ F
:Y~". .;.r..YG
`
a~:
S~ ~A ~r
EXISTING 6" PVC SANITARY SEWER FORCE MAIN, LOCA110N ,
APPROXIMATE -MAINTAIN td CLEAR HORIZONTAL SEPARATION ,:,1'.
t r } 1 t,:r
:y
f
GUARDRAN.
I "''r j7 .'x'
~
~..-----38+04- 39+00 ~ SPUT RAIL FENCES Ll III. 4. ~"'.~i ';Rt
C, gg ` :,Y
NI 22 GH +00 - PA W 3s AY _ _ _ - ~IT41+ 26 ./ice Rl x 7I ~-,u
_ _ oo 8 ® t r . SPOT RAU. FENCE ~ x..-~ A
~ r-'"''' y ~.n,~
x x - - - . , _ ~ _ x 4 .t x ~ ~I ~ ~ 1 .rte,,,,. x ~r
16 D.I. 22 1 2' BEND ASPHAL ~ x x x
STREAM CROSSING, SEE DETAIL 14 S D2 x -j EXTEND EXISTING C.M.P. BY 40` WtTN ~
y TEMPORARY CONSTRUCTION EASEMENT » ~ ~ 16 D.I. 45' BEND 16 D.I. ti _ IDENTICAL M11TE18AlS. F9t AROUND t; . - x 0,1...22-tr/2' ~ EXTENS~N AT 1.5:1 St.OPE. COVER
~ ~ _.r-~-- FNJ. WITH R~ RAP, 6' I?~OIAN STt~
PROPOSED BUTTERfIY VALVE 22 1/2' BEND i PROPOSED 16 D.I.P. (SASS 50 WATER UNE
I"' PROPOSED FlRE HYDRANT GAS~JNE PUMPS DRIVE UNDER ND 16' D.I. 45' BEND SIZE. 14 1t1C1(, OVER FlL1ETt FAB~C. tl t6 D.I. 22 1/2' BEND VE „
I~ TANKS A9t RELEASE MANHOLE ~ r. RIP RAP APRON FROM TOE OF 5lOPE ~ D.I. 1t 1 4' BEND ~ ~
TO EDGE OF WA1ER 9 MEDIAN STONE ~ ~ .
PROPOSED FlRE HYDRANT S{ZED 20` TMt~(~ OVER FILTER FABRIC .t ~ .f,..
' 'f„'.
8
a ~ -
SCALE: 1 " = 50' c ~ ~+.R}:
r .
'
t.
F 'i % ~ ' `
f
K~;.,. r,- weer
992 - 992
990 9~
988 988
986 9~ STATION 44+t2 F6tE H T z~~
984 984.
982 982
`fir
980 - 980 r 1
-
978 978 ,
STA110N 72 / ~ i \
f„ 18" C.I.P. o0 976 ,
°0 976 N ..A a
N 974 974
p N
47 Q 2 ,
972 m 6 D.L 11 1 4 8E1~ 18" .l, t1.1 4
cv 970
97 4 Q t6" DJ. 221 2 BEND ~ ' ~
16" D.I. 1 2' BEI~ 968
968
D 966
~ 966 STA 35+71 &J Y VALVE
~ 964 0 .964 F""
0 16" D.I. 45' BEND
962 3 962
960 960 .
958 l I'
x &A.
W
tU G N
00 M 00 N n a0 O O r- yr ~ cC O M N ~ O n a0 a`i N rM N) d d n n ^ ~ ~ aG Ci of Oi Oi O Os vi OO M O O M cp P~ P d' vi Oi 4f p~ Of 0~ 1~ RD t0
.v n n n n n n n n n n n n OaDp n n. as rn rn rn rn o~ vs o~ ~ o~ m o~ ~ o, o~ o~ rn as a O~ 01 OA W Os O/ O~ Of 01 p~
B 0 `4 ,
0 _VJ
D 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 N Qt 44+00 45+00 46+00 47+00 .48+00 49+00 50+00
Y ry
S . ~

m t0
Q d
PROFILE t~ fY. BYc PRELIMINARY,
HORIZONTAL SCALE: 1" = 50' PICpCf NUMBER NOT FOR LONSI'RUO11t
( VERTICAL SCALE: 1" = 5' A 42302.. G01063
c.>
,
.n r 0 4 5~;, r y q
r'+~. ~„3er 'v.~.. r .~§`"i'~" ~ x!`31.;,: 'Sf.~~r•_~.+L.4:< N. 7i... ,-ar... ._:,,r .T ,y'"' _."~1~ '.lk~ ea~:.v-,. ~.zlk... s+•. ..-.a ~..,,:.a.d_:-:

. ~ ~ ~ t
,a~ a,
, 1 ~ .
' ` ~
7
Y
T..~ ' 7.
t
r,
..i' . '
M t Y: V'~
•
d f'
s ~ ,i~~.
ti `
t
k,rd
~.Y.:~ C
%5,^~ ~ ~
, ::.1t i .11. 1
d{, fl 1,
y' iti:i
?tr
r.:
i~'' ~
4
i
® ~.ti'
1i h
" C.i~.P. VERT EXISTING 48 aJl r~ ftr
EXISTING HIGHWAY
13'-4" f~IN.
PER#IANENT REP RAP L~IVG 1riEaAN
3'f ~ . 1-0 STONE SIZE 6 ,OVER F~,1FR FA~C - TEI~ORARY SAID BAG DN(E -
EX1EN0 2 VERTK~AII.Y UP S1REAll BANKS FlT BAGS IIGtIT AGA~tST BOTH PIPES
r 12 PVC SDR-26 TE1rIPORARI' DiVERS1ON PIPE
EXISTING " ~:f~`
(;ftOUl~ STREA~1 BANK BE1roN0 ~ .
I TEIiPORARY SAND BAG DIKE ..8'.
z a i
TEMIPORARY APRON OF 2"-4" STONE
0 t FtKa MI~1H OF STREAMi BED
M 0
EXISTING 6" PVC SANITARY N N ' r`
SEWER FORCE FAIN t0 ~ ,
PROPOSED 16' OR 12" ~4#'°.
PROPOSED 4' HDPE GAS LINE D.I.P. WATER Utz 1 ~-O' I~_p• STREAK BED + x
~ r ~ a:
3 -O 5 -O` , M
~ Yf'e• ' ~
s' PIPE TRENCH ~ h _ y
u
NOT TO SCALE 3 Y 1t ~ 4
fir. ''n.? NOTE: RESTORE SIREAMI CHANNEL TO ORIGWI~ CONTOURS FOLLOM~NG CONSTRUCTION
µ yy: ~,,i
C`r
NOT TO SCALE
.
EXISTING GUARatAll
1'-3" 4'-3"
EXISTING t.
HIGHWAY " i -1 1-3 1/2' 1-0 1/2 10
I
EXIST. DIT(~II SURFACE 4" 1 STON I~ E
N O d - CLASS i RIP RAP " 'k
N e \ N \ ~ 2 2 `
tf) O
~ ~ o o M i O V ~ i ~ \ / ~ ~ FiI.TER FABRIC
N O r. N ~ ~
M O II
7+ - 12 DEEP KEY _
L ~oNaTUaiNA~ ~cT~~ cross ~c~oN ~ a-
U.
3 O
N J
O I
cD O
° PROPOSED 6' O.I.P. SANITARY SEWER F~tCE f,IAIN hJ
~ PROPOSED 12' D.I.P. WATER f PROPOSED 4" HDPE GAS NOT TO SCA LE 4
w N
3 tl3
Y
NOT TO SCALE X
w w
e N
r-. L N
3
Q
L D Q
N 6!
ti
3 ~ i
A'l+CL.
w 0
0 i
co c h PRELIMINARY
rn -OR C S1ttiCT1 wmmm NOT QN O~V
yNy
,Fy .5302 Gol
ICL =Now
s- , r
- i i,.. - 1 . i .i,.. .l..,,. - _ t~. ~ 'r,) ~ .-h,....•. ,•...h4.t a'~r,-~~,' :1 t~", n b