20042021 Ver 1_Complete File_20041220

f
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
Barnett. Kevin
Forrest WP.-,tall
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name' Cotton Patch Equestrian Trace c/o John Ernst County Polk
Project Number 04 2021 County2
Recvd From APP Region Asheville
Received Date 12/20/04 Recvd By Region
Project Type; driveway
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type` Impact Score Index Prim. Supp. Basin Req. Req.
Stream O Y O N F_ 9-55-1-(1) F-c - Tr 30,806. F- 115.00
F-F-PT _0N r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (* N Did you request more info? O Y OQ N
Have Project Changes/Conditions Been Discussed With Applicant? O Y * N
Is Mitigation required? O Y (ON Recommendation: O Issue 0 Issue/Coed
O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
issued out of ARO on 01/24/2005 - khb
cc: Regional Office Page Number 1
Central Office
Facility Name Cotton Patch Equestrian Trace c/o John Ernst County Polk
Project Number 04 2021
Regional Contact: Barnett, Kevin
Date:
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
Triage Check List
Date: 12/23/04 Project Name: Cotton Patch Equestrian Tract
DWQ#: 04-2021
County: Polk
To: Kevin Barnett, Asheville Regional Office
60-day Processing Time: 12/20/04 to 2/17/05
From: Cyndi Karalv
The fill

r for your evaluation.
:ance.
cis
V-4
? Stream{ U'e
? Stream
Wetlanc ace waters on USFW topo maps
? Minimiz
? Buffer R nan)
? Pond fill
Mitigatio
? Ditching
? Are the st; e and viable?
? Check dra
? 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 !
DEC 9. 0 2004
-P F
Office Use Only: ,??ADSANDS7oRWA'ERSRANCH Form Version May 2002
042021
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. Check all of the approval(s) requested for this project:
A Section 404 Permit Riparian or W/? d Rules
? X'40c Se tion 10 Permit ? Isolated Wetland Perm PAYMENT 1 Water Quality Certification
RECEIVED
2. Nationwide, Regional or General Permit Number(s) Requested: 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant. Information
1. Owner/Applicant Information
Name: John M.J. Ernst
Mailing Address: 2234 Portside Way
Charleston S.C.29407
Telephone Number: 843-556-8148 Fax Number:
E-mail Address: jmjernst(a),comcast.net
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 13

111. 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: Cotton Patch Equestrian tract driveway culvert
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): P48-2(Portion)
4. Location
County: Polk Nearest Town: Landrum / Tryon
Subdivision name (include phase/lot number): Cotton Patch Equestrian tract & Residential
Tract B
Directions to site (include road numbers, landmarks, etc.): Landrum RT 14, right onto High
Farm rd right onto Old Hunt Country Rd right onto River road left onto Scrivens road
approximately 1 mile on right.
5. Site coordinates, if available (UTM or Lat/Long): 35.2180N / 82.2150 W
(Note If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): equestrian tract -24 acres ( 2+ acres barn site Residential tract B-
12 acres
7. Nearest body of water (stream/river/sound/ocean/lake): N. Pacolet River
8. River Basin: Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 13
Z'
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: 22 acres pasture, 2+ acres preexisting graded site for farm
equipment, small poplar grove with 5 ppm. seasonal spring from hill side through existing
farm trench and swales traveling approximately %2 mile to N. Pacolet river through pasture.
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of 115 ft of 18 inch concrete culvert ( see plans ) to allow for driveways to home
site and barn site (connecting to existing logging road to minimize adin and tree removal).
This includes extension of culvert 25 ft through the Dept. of Transportation right of way to
connect to existing culvert crossing Scrivens road ( NC Dept of Transportation
encroachment permit obtained and attached). This will eliminate an existing 25 foot long and
5 ft deep ditch that is a serious hazard to horses traveling on a path to the barn from the
pastures across Scrivens road. This will also eliminate a roads hazard and a region that
frequently collects roadway refuse from highway traffic. The driveways need to
accommodate a 50 foot horse trailer turning radii and construction vehicles. Due to grade
changes, grand tree locations, fixed barn site, and turning radii the road pathway
essentially constrained to proposed plans. General medium duty road construction
equipment re uire? a .stsu. cn -{11. Explain the purpose of the proposed work: This will allow for necessary driveways to new
residence and private non commercial barn construction. Barn drive through necessary
horse trailer access and egress
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.
Recent NC Dept, of Highway encroachment approval obtained ( copy enclosed
Page 7 of 13
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
VI. Proposed' Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: No Impact anticipated
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**
es/no) Distance to.
Nearest Stream
linear feet
Type of Wetland***

f

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
Page 8 of 13
I F
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Site B culvert 115 feet Intermittent stream 6 inches intermittent

List each impact separately ana iaentuy temporary impacts. Impacts inciuuc, uui WU uuL iuiuMu w. %.UIVVI a auu a 3Vw awu
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.cov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.i,nal2quest.com , etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 115 feet
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 of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately ana taenttry temporary impacts. impacts tnctuuc, uuL aic HUL uuuLcu w. 11 . cA+ ava«vu, u-6-6,
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.):
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:
Page 9 of 13
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. 1It 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.
Road site constrained by existing grades, building siting limitations, turning design radii for
horse vehicles, and need to access existing logging road as ideal and practically only logical
access to home site.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing, and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
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:/ih2o.enr.state.nc.us/ncwetlaiids/stmigide.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
Page 10 of 13
description of the current site conditions and proposed method of, construction. Please attach
a separate sheet if more space is needed.
Proposed project should be below 150 foot threshold for mitigation. Stream is
intermittent
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
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):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land? ,
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 11 of 13
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Req 'r ;rents), or other (please identify )?
Yes ? No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 teet perpendicular trom near oanx or cnannei; Gone z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
A conservation easement for the Cotton Patch property of 400 acres was executed with Upstate
Forever this past year. The equestrian tract and residential tract B are 2 of 9 tracts in the Cotton
Patch Property.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The barn site 4000 sq ft will be the only impervious addition and will have no significant
impact
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.
Page 12 of 13

None generated
XIII. Violations (required by DWQ)
Is this site in violation of J)WQ 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).
Owner advised by engineering / ecologist consultant that a 30 ft culvert to construct drive was
below 150 foot threshold and no notifications under Section 404 or 401 were required.
Contractor proceeded on this basis but installed 88 feet of culvert necessitated by the topography
and road design constraints. Conflicting consultations resulting in my contacting the Army Corps
of Engineers and NC DWQ for advice resulting in this application. Civil Engineering
consultation and confirmation of design constraints attached. Work has been suspended. I would
like to proceed with barn construction in mid January following resolution of the driveway
design.

ApplicanttAgent's Signature'----,,
(Agent's signature is valid only if an authoriz
Date
letter from the applicant is provided.)
Page 13 of 13
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.vl._?., r?•. ,,.?1 (r4 ..:1?:7t? .. i°, S, ?:1 _.,.. _...r. ?: ???:-_ -. ,_
Dec 16 04 10:17a
Howard Leonard
864 231 2857 p.1
P? 121?U? CIV]L9 INC.
_

FAX WUM59-?4-?

TOTA- N u MDOZ OF PAsE . C.....? ...}
A4jML )YOU IJAVC.ANYOUL5TwN6CONCMNn14This
TRANsMrR'AL M.,.GA6E CONTACT 10VARD UWNARD.

1-lOVA12b R. LEONARD. P.E.
P.o.13ox i6t46 • CqP-EENVtLLE. 60UTlJ CAROuWA • 296o6
o f Fria . [phone] FAX: [phone]

Dec 16 04 10-'17a

i
Howard Leonard 864 234 2857 p.2
t
f
PEZITU5 C1\/I?, INC.-

Pecember 15, 2004
John M. J. Crnst
223Q Portside A/ay
Charleston. SC 29-407
Re: Driveway design and concrete storm pipe placement
)cridens Road at Cotton Patch (.51Z 1506)
PoLk County
Tryon. North CaroUna
Dear Nor. Ernst:

This letter is to confirm that you and your contractor have located your driveway
in the best location based on the topography and other surrounding features
Its location is confined to a space surrounded by.5crivers road the property Une
- for the parcel, tree6, the barn and the high ground behind the entrance.- There is
a wet weather creek starting in the high ground and almost splits the entrance
parceL Constructing a driveway at 90-de4ree off o -5crivens road would be
dif ficuLt and dangerous for a horse trailer trying to make a turn between the
creek and the barn The split driveway or half circle driveway -off 5crivens road
makes the barn accessible to the truck and horse trailer without having to back
up . The split drive.required piping the creek under one Leg of the driveway. To
Arninate,a dangerous hole between the drive and the road, pipe was extended
Y -from the driveway to a catch basin beside the road The disturbed area at the
entrance is to be smoothed for landscaping at the end of the construction.
P.O.60X 1606 • C, 2EENVILLE. 6OUTLI CA2OLINA • , 29606
OFFICE: [phone] • FAX [phone]
lv ONLE: [phone]
Dec 16 04 10:18a Howard Leonard 864 234 j2857 p.3
J f
1
s
In my opinion. having examined the site. I believe your contractor has roughed in
the drives'correcEly for a safety entrance and exit to accomnWate up to a 54-
foot horse trailer including the cab. ;
. incerela
Peritu iAL Inc. n
U ward IZ
P.C.

PLZITU-5 CI\IILP INC.
December 6, 2004
John M. J. Ernst
2254 Portside Way
Charleston, 5C 29407
(Ze: Design 18-inch concrete storm pipe
5criven5 (load at Cotton Patch (51Z 1506)
Polk County
Tryon, North Carolina
Dear Mr. Ernst:
On Monday November 22 a site inspection was made with Mr. Steve flyder for
the Purpose of investigate the storm water piping situation at the above
referenced Location on 5crivens road. My report, concLusions and pipe design
arP e.avPr.-A in +his I Pi-FPr
The site is Located to the Northeast of Tryon, NC on 5crivens road (51Z 1506).
The property is heavily wooded and has Lots of bush type shrubs. The ground is
covered with a thick bed of Leaves, tree limbs, twigs and other debris. Q dry
creek bed coLLects storm water from a 32-acre drainage basin and funneling it
down a dry creek bed to 5criven5 road. The existing pipe under 5crivens road is
an 184nch CMP. The pipe is rusting away, and is half fuLL of silt.
NC-DOT personal, which maintains the gravel road, told Mr. flyder, that they
have never seen water overtop the road. The creek on the down streamside of
the road has a swaLe type ditch and is heavily grassed. The ditch has a 12-inch
bottom, with side slopes of 2:1. There were no signs of overtopping at the time
of my inspection.
P.O. box 161 6 - ;2LE-NViLLI=, -'DO[-'Td CAZOLINA • 296o6
OFFICL. (8614) 288-5-512 - FAX: (864) 25L1-2357
N,10E)iL1--: (86u) 270-596o
Upon arriving at the project to construct a driveway up the mountain Mir. flyder
found soft area of silty material in the work area. The area is beside the road at
the existing 18-inch CMP. fle determined the siLt was 5 to 4 feet deep and
encroaches into the new driveway area. Mr. llyder removed the silt down to
.good material and backfilled with acceptable material
An 18-inch concrete pipe was placed under the new driveway at a 4 percent
grade. The pipe extends from the dry creek bed above the new driveway to
below the drive. When the entrance has been completed there will be a new 15-
inch concrete pipe paralleling the road. An 18-inch concrete pipe \A/iLL attach to
the one under the driveway and extend downstream to the catch basin at the
street. From the catch basin a new 18- inch concrete pipe will extend across
the road replacing the old 18-inch CMP. The 15-inch pipe and the 18-inch pipe
connect at the catch basin to form an intersection of the system.
4JydroLogic and hydraulic calculations have been made to confirm the size of the
18-inch concrete pipes. The design of the pipe is based on a 10 year storm. All
storm events in excess of a 10 year storm could overtop the new driveway and
6crivens road for a short period of time. This is not uncommon. Most systems
are designed for the 10 year event because the majority of storms are Less than
the 10 year storm.
After all pipes have been connected to the catch basin and new driveway shaped,
the final grading wiLL be accomplished for the Landscaping.
The above system has been approved by the NC-POT
proposed Layout.
Peritus/C",,iL Inc.
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Do-It-Yourself: Driveway and Entrance Road Layout
areful driveway layout reduces construction costs, min-

C
Figure 1 Typical Complete Curve.
imizes damage to the landscape and helps control main-
tenance costs. In most cases, the trucks bringing your logs
will be the largest you'll encounter. If you elect to limit your
drive to smaller vehicles, recognize that a large delivery truck
requires almost as great a turning radius as a tractor-trailer.
The procedure below explains how to lay out curves by mark- o. 4 ;
ing the inside and outside of the curve using marker flags, -
ribbon or marking lime (all available at most building or ma-
sonry supply stores). Use a rope or cord-at least as long as the
outside radius-and a stake to secure the end, locating the cen-
ter. The figures show typical layouts for curves that will ac-
commodate a 55-foot tractor-trailer.
1. Make a loop at one end of the rope to secure with the l
I
stake. From the loop, measure off 50 feet, and mark with a col- I center or radius
ored marker or by securely tying a plastic ribbon. This will mark I i o
the outer radius of your curve. From the outer radius mark,
measure back toward the loop the width of the driveway (10 I
feet in our example) and mark as before. This indicates the in- g
ner edge of the driveway. Add marks to indicate the inside width I e
of the driveway at the 45, 90 and 135 degree (if the curve is lo'.a i to o-
greater than 90 degrees) points of the curve.
2. At the point of your roadway where the curve should I----- 5-01--o------
begin, lay the rope at right angles to the roadway with the out-
er radius mark aligned with the outside of the roadbed and the
loop end toward the center of the curve. Stake the rope
through the loop. Figure Z Typical Right-Angle Curve.
3. Keeping the rope-straight (without stretching), sweep ;,..
it in the direction of the curve. Estimate the 45, 90 and 135 0
degree points of the curve, and mark the,.outer and inner
edges of the curve with a flag, plastic ribbon or marking lime.
Connect the dots with marking lime or string to indi o
care the entire sweep of the inside and outside of the curve. g
"Freehand" the sweep of the inner curve, beginning at the in- ?

ner edge of the roadbed about 30 feet before where the curve a
of the outer edge be-ins, and passing through the mark to
where the curve ends and the road returns to its normal width. - -- ! -- -- --`
5. Have your general contractor, excavator or someone ex.
perienced with maneuvering large trucks check your layout be-
center of radius
fore grading or adding stone. -
When laying out curves on a slope, the road often must
be "cur-in" to remain fairly level as it rounds the curve. On
steep slopes, this cut may be substantial, making it prefer- .
able to run the road straight up and down the slope. If your
road will combine steep slopes and curves, it's best to consult tc c j
a surveyor. As always, should you have questions on this or any 501-T
construction work, turn it over to the professionals.
-Jim Cooper
` D E C. E M B E R 2 0 0 1

17
Mho
P
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
October 4, 2004
Encroachment No.: 20047508
Location: SR 1506
County: Polk
District Engineer: M. T. Gibbs, P. E.
[phone]
John M. J. Ernst
2234 Portside Way
Charleston, SC 29407
Dear Mr. Ernst:
LYNDO TIPPETT
SECRETARY
Attached for your files is a copy of a contract which has been properly executed for the encroachment on
NC DOT right-of-way designated as Route SR 1506, located Tryon, NC, for the construction of a catch
basin and ditch culvert pipe, and replace an existing 18" CMP under gravel road by open cut as shown on
the attached drawings.
The following and attached standard and project special provisions are conditions of this encroachment.
If you have any questions please contact Mr. M. T. Gibbs, P.E., District Engineer, whom you can reach at
the District Engineer's office at [phone].
S' er y,
J. B. Setzer, . E.
Division Engineer
JBS/WJ/lh
cc: Manager of Right of Way
District Engineer
File
Fourteenth Drvision; Oi?ce, X53 WebsterRoacl, Sylva, North Car©Ima 28779
------------------ --- --- ---r.. t
w-
Te]'eplione $28 586 214J www.doh dotstatenc.us Fax.= 828 X86=4043
ii
STAT OF NORTH CAROLINA
^ROUTE PROJECT COUNTY OF DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT OR
CURB AND AVEMENT WIDENING AND
-AND STORM DRAINAGE
CIHIJ ,NI• z . ER?S%
zZ 3 ""?2TS ?b? vJ
2k , 20 O , by and between the Department
THIS AGREEMENT, made and entered into this the _ day of
of Transportation, party of the first part; and - rO,*A) Al/. 1- • C Rt)S-ve
WITNESSETH
party of the second part,
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) -s e R I () S 4 s 20 A?N. ,located 'T -'z y ° "o nJ • C. .? .?_ __ a... Ft ... nerd/nr orortinn of G ?^ TC 14. tS A `S t ? /TC C 1A

I ncc- 0
t?E PG/dcF.
A r3

v E L -1;-" o 4 D 0 P?
A#,A,4Q 8b OCCGK
.? C U-r 2F 0U I A E b
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise' of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the said party of the second part binds and obligates himself to install the encroaching facility in such safe
and proper condition that it will not interfere with or endanger travel upon said highway.
That the party of the second part agrees to provide during construction proper signs, signal lights, flagmen and
other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control
Devices for Streets and Hi4hways and Amendments or Supplements thereto. Information as to the above rules and
regulations may be obtained from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees.to indemnify and save harmless the party of the first part from all
damages and claims.for damage that may arise by reason of the installation and maintenance of this encroachment.
It is clearly understood by the party of the second part that the party of the first part will assume no responsibility
for any damage that may be caused to such facilities, within the highway rights of way limits, in carrying out its
construction.
That the party of the second part agrees to restore all areas disturbed during construction to the satisfaction of the
Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable
precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes,
reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be
compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North
Carolina Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities
and other official agencies relating to pollution prevention and control. When any construction operation disturbs the
ground surface and existing ground cover, the party of the second part agrees to remove and replace the sod or
otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be
necessary by the Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the encroaching site,, at all times during construction,
a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part
reserves the right to stop all work unless evidence of approval can be shown.
Or-41nrl fhn ,.,nrU rnntainori in this nnrPPmPnt is hPinn nPrfnrmpd on a completed hiahwav open to traffic; the
That the party of the second part agrees to have available at the encroaching site, at all t'i'mes during construction,
a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part
reserves the right to stop all work unless evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the _
party of the second part agrees to give written notice to the Division Engineer of the party of, first part when all
work contained herein has been completed. Unless specifically requested by the party of the first part, written notice
of completion of work on highway projects under construction will not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of
the first part reserves the right to stop all work until the facility has been brought into compliance or removed from the
right of way at no cost to the party of the first part.
That it is agreed by both parties that this agreement shall become void if actual construction of the work
contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless
written waiver is secured by the party of the second part from the party of the first part.
R/W (161 B) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
R/W (161 B) incorporating all revisions to date.
FORM R/W 16.1 B (May, 1982)
Page 1
LN.WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written.
J NSPORTATION
DEPARTME
BY:
?.s.'o
ATTFST OR WITNESS:
INSTRUCTIONS
-sov, 1n A. I. 6r(NS
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and
be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate
seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of
the Manager of Right of Way. In the space provided in this agreement for execution, the name of the
corporation or municipality shall be typed above the name, and title of all persons signing the agreement
should be typed directly below their signature.
When the applicant is not a corporation, then his signature must be witnessed by one person. The
address should beincluded in this agreement and the names of all persons signing the agreement
should be typed directly below their signature.
This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the
following applicable information:
1. All roadways and ramps.
2. Right of way lines and where applicable, the control of access lines.
3. Location of the proposed encroachment.
4. Length and type of encroachment.
5. Location by highway survey station number. If station number cannot be obtained, location
should be shown by distance from some identifiable point, such as a bridge, road,
intersection, etc. (To assist in preparation of the encroachment plan, the Department's
roadway plans may be seen at the various Highway Division Offices, or at the Raleigh
office.)
6. Drainage structures or bridges if affected by encroachment.
7. Typical section indicating the pavement design and width, and the slopes, widths and
details for either a curb and gutter or a shoulder and ditch section, whichever is applicable.
8. Horizontal alignment indicating general curve data, where applicable.
9. Vertical alignment indicated by percent grade, P.I. station and vertical curve length, where
applicable.'
10. Amount of material to be removed and/or placed on NCDOT right of way, if applicable.
11. Cross-sections of all grading operations, indicating slope ratio and reference by station
where applicable. sizes, structure
12. All pertinent drainage structures proposed. Include all hydraulic data, pipe
details and other related information.
13. Erosion and sediment control.
14. Any special provisions or specifications as to the performance of the work or the method of
construction that may be required by the Department must be shown on a separate sheet
attached to encroachment agreement provided that such information cannot be shown on
plans or drawings.
15. The Department's Division Engineer should be given notice by the applicant prior to actual
starting of installation included in this agreement. applicable.
16. Method of handling traffic during construction where app
1-7 c..-,ice ^f nlonc nnrth nrmw Ptr.
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NOTE: MAP INCLUDES ONLY STATE MAINTAINED ROADS
,??`•?\ OR IMPORTANT NON-SYSTEM ROADS.
. SOE NOT SHOWN ON rRONtAGE . 19ROADS.
ROADS SHOWN AS d5 Or F APR. . 1 I55. 1937
ROAD POLK COUNTY
i
i
EAS i
NORTH CAROLINA
put'"to ttY THE
K:Y 1a -Am ' R'A' NUMBER$
caus.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATIOI`
A'° '?""" I DIVISION OF HIGHWAYS - GIS UNIT
sum
e MN:s W COOPEMTION WIft1 1111E
1 G ? 2 ?
U.S.DEPARTMENT OF TRANSPORTATION
cs 1 AYU FEDERAL HIGHWAY ADMINISTRATION
sc-a Post I:r4mr-A[Nn
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rION #4 BAR Z ~
IING a"•
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SEE NOTE
rrnM x-x
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?-- SEE NOTE
SECTION Y-Y
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TOP SLAB 4'1
GUTTER LINE
#4 BAR Z 8„*
_t
311 TOP ELEVATION
_F I 1" CLR.
1 UY+t"
PIPE WALL
"CLR. (THICKNESS VARIES)
(MIN.)
#4'BAR Z
PART SECTION Y-Y_
SHOWING DETAILS AT OPENING
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DIM 9 OF BOX Q PI
PE man. ..•
REINFORCING v
TOP 6 BOT. BLAB
DIMENSIONS
CU. YDS. C
IN BOX
ONC.
TOTAL QU
BOX b
ANTITIES
SLABS
DEDUCTION
ONE PIPE
8" ry?p
pp€ ING
T
=
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PIPE SPAN WIDTH HEIGHT BAR S - X BA RS Y J : !,I - Z TOP 8LA8 !u?
BOT HT
RIIUFT .
L89 YD (vim H) c. S. R.C. YD3
0 A e H NO. LENGTH
'
" NO. LENGTH
'
" NO LENGTH
4'
3" F
4'-8" G
3'-3"
1B1
O
.
0.271
.
0.250
.
27
1.048
0.015
0.032
0.048
12" 3'-8" 2'-3" 1'•10" 4 3
-0 8 4
-3
"
' 2 -
"
' 4'
8" 3'-3" .
0.181 0.271 0.250 27 1.108 0.023 0.038 0.048
16 3 •8 2'-3" 2'-1" 4 3 -0 8 -3
4 2 -3
4
9" -
6'•0" 3' e" 0.228 0.340 0.284 35 1.379 0.033 0.049 0.053
18 4-0 2'•8" 21.4" 6 " -
'
" 0"
5' 3'-8" 228
0 340
0 0.284 1.521 0.059 0.08
5
0.053
24" 41•0" 2'-8" 2-10 b 7 4 -9 2 4
-9
'
" -
11
' 8"
4 .
278
0 .
417
0 0.315
j jt j 0.092

"
6
"
'
9
4
3"
'
2
2
4
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6'-3"
-0
5
6 8
?
5 •0
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0340
.
0.510
0.352 jE
0.132
0.178
0.059
SHEET 1 OF 2
•10
3 6 -9
4
"
' 16 b
•
"
' "
' 8'-0" 6'-8" 407
0 0.811 0.389 84 2.914 0.180 0.243 0.088 ?n
4
n
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dam" R'_o" A'- R" 4 ' •4" 5 -3
6 12 -9
6 2 •9
5 .
... .. ... on ooa n ?a? A_317 0.068 ¦
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NOTES: USE CLASS "B" CONCRETE THROUGHOUT. z
PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12" ??-
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. F-- Q
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT ¢ F4-'
12" CENTERS AS DIRECTED BY THE ENGINEER. H = m u
LL. J H
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 2L Z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O O =
AS SHOWN ON STD. NO. 840.00. i Lu ? E LL FOR 8'-0" IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER E"- U 00
8'-0" TO 18'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST = t,- Z F-4
QUANTITIES ACCORDINGLY. J
O O
Q
CONSTRUCT WITH PIPE CROWNS MATCHING. O O cf)
x INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER." - - _z , ?
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A 9
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. CL_
LLJ
CHAMFER ALL EXPOSED CORNERS 1". p
DRAWING NOT TO SCALE.
*INCREASE THE SIZE OF THE 8" OPENING TO B" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
I LAN
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3 a ?-a?ncna
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STATE OF 11-02 ENGLISH STANDARD DRAWING FOR
NORTH CAROLINA CONCRETE CATCH BASIN
DEPT....OF TRANSPORTATION
DIVISION OF HIGHWAYS W/SINGLE AND MULTIPLE PIPES
RALEIGH, N.C. .12" THRU 48" PIPE
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STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C
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ENGLISH STANDARD DRAWING FOR
FRAME, ORATES, AND HOOD
FOR USE ON STANDARD CATCH BASIN
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National Pollutant Discharge Elimination System (NPDES)
Stormwater Permit Compliance Certification
I, J p t?•J Fi2a.S'? , a duly authorized representative of
'Pie I t)4 TE. c e r7 iaF .J
S'F requesting
attachment to a North Carolina Department of Transportation highway drainage system
at
S'c elt . J E .J-9 -/" A-a
'7>0 L14- County, do hereby certify the following:
in
e- e-
The i does not require an NPDES stormwater permit.
The industrial facility does require an NPDES stormwate; permit. The
permit has been obtained, and a Stormwater Pollution Prevention Plan
(SPPP) is in place.
I understand if the Department of Transportation determines the industrial facility is not
in compliance with NPDES.stormwater permit requirements, the Department will report
the noncompliance to the N.C. Division of Water Quality. I also understand that
falsification of this certification may result in penalty of law against the industrial facility
and me as prescribed in the North Carolina General Statutes.
Signature:
Date:
Note: If the applicant has a question as to whether an NTDES stormwater permit is
required, he or she may contact the N.C. Division of Water Quality in Raleigh at
[phone] (ask for Stormwater and General Permits Unit).
Environmental Permit Compliance Certification
JoJ ?iQa , a duly authorized representative of
I, .
1-0 t tiJaBT an applicant requesting permission
to encroach upon the North Carolina Department of Transportation highway
Right of Way at the location of
in '-Flo t,K-
sc?e•JE.?S
Gnu„ --P-A-MW
County, do hereby certify the following:
Erosion Control Permits
The proposed area to be disturbed is in excess of 1 acre and does
require erosion control plans. Copy of approved plan and permit
are attached.
The proposed area to be disturbed is not in excess of 1 acre and
does not require erosion control plans. However all
necessary erosion control measures will be used to comply with the
laws and regulations.
Other Environmental Permits
Environmental Permits (USACE, NCDENR,1,'CDWQ, NCWRC,
USFS, etc.) are required and copies of approved permits are
attached.
v? Other Environmental Permits are not required
I understand if the Department of Transportation determines the encroachment is not in
compliance with environmental permit requirements, the Department will report the
noncompliance to the N.C. Department of Environment and Natural,, Resources or other
regulatory body. I also understand that falsification of this certification may result in
penalty of law against the encro Ching party and me as prescribed in North Carolina
General Statutes.
Date:
Signature:
Note: If the applicant has a question as to whether an erosion control plan or other
environmental permit is required, he or she may contact the North Carolina Department
of Environment and Natural Resources Asheville Regional Office at [phone] or in
Raleigh at [phone].
` STANDARD SPECIAL PROVISIONS FOR ENCROACHMENTS
REVISED APRIL 2003
1. Notify the District Engineer's office at least 3 day's prior to commencing work and again upon completion of
work. (828- 891-7911)
2. Traffic control devices and procedures shall be installed to ensure public safety and shall comply with the latest
edition of the Manual on Uniform Traffic control Devices and the N.C. Department of Transportation's Standards
and Specifications for Roads and Structures.
3. Contact the appropriate Utility Company(ies) involved and make satisfactory arrangements to adjust any utilities in
conflict with the proposed work prior to construction.
4. Any drainage structure disturbed or damaged shall be restored to its original condition as directed by the District
Engineer. Drainage structures shall not be blocked with excavation, construction or other materials. In addition,
any drainage pattern that is altered must be repaired / modified. This work must meet NCDOT standards, and result
in proper and adequate drainage of disturbed area. This includes but is not limited to culverts, ditches, shoulders, or
drainage structures. The District Office is to be notified of any changes made.
5. Trenching; bore pits and/or other excavations shall not be left open or unsafe to pedestrian or vehicular traffic
overnight or during holidays and weekends and shall comply with all O.S.H.A regulations and requirements.
6. All fill areas/backfill shall be compacted to 95% density in accordance with AASHTO T99 as Modified by
NCDOT. All material to a depth of 8.0" below the finished surface of the sub-grade shall be compacted to a
density equal to at least 100.0% density in accordance with AASHTO T99 as modified by NCDOT. The sub-
grade shall be compacted at a moisture content which is approximately the required to produce the maximum
density indicated by the above test method. The contractor shall dry or add moisture to the sub-grade when
required to provide a uniformly compacted and acceptable sub-grade.
7. Proper temporary and permanent measures shall be installed and maintained for the duration of the encroachment
to control erosion sedimentation in accordance with local, State and Federal regulations.
8. Materials and workmanship shall conform to the N.C. Department of Transportation's Standards and
Specifications for Road and Structures and Roadway Standard Drawings.
Strict compliance with The Policies and Procedures for Accommodating Utilities on Highway Rights of Way shall
be required.
10. Silt basins shall be removed as soon as possible and shall not infringe on the roadway or components of the
roadway including required clear recovery areas or any other areas traversable by vehicles.
11. It is the encroaching party's responsibility to determine if any permits are required by other local, state and federal
governments to perform the work described in the encroachment and to secure such permits before any
construction begins.
12. Any work requiring equipment or personnel within 5.0' of the edge of the travel lane, shall require a lane closure in
accordance with NCDOT Standards and Specifications for Roads and Structures and Roadway Standard Drawings
manuals and the latest edition of the MUTCD or supplements thereof.
13. No material or equipment storage will be allowed within 30.0' of the edge of the travel lane without the permission
of the Engineer. Absolutely no material or equipment storage will be allowed within 15.0' of the edge of the travel
lane.
14. NCDOT does not guarantee the right of way on these roads, nor will it be responsible for any claim for damages
brought by any property owner by reason of this installation.
15. If any blasting is required, the maximum peak particle velocity shall be limited to 4.0 in./sec. As measured at the
closest structure extremity.

`1 G. Any changes to the encroachment must be submitted in writing to the Engineer for review and comment. Failure
to request changes may result in cancellation of the encroachment agreement.
17. All disturbed right of way monuments shall be reset by a NC licensed Surveyor in accordance with NCDOT
Standards and Specifications for Roads and Structures and Roadway Standard Drawings manuals.
18. No lane closures will be allowed prior to 8:30 AM or after 4:30 PM. No lane closures, will be allowed on
weekends or on State observed holidays.
19. All manhole lids, water valves/meters and applicable concrete encasements shall be set flush with the natural
ground elevation and should be located so as to minimize interference with highway drainage. All fire hydrants
must be located a minimum 5.0' behind the ditch line.
20. All longitudinal installations of proposed encroachments shall be located as close to the outside edge of the Right
of Way and as far away from the outside edge of the nearest travel lane as possible to the satisfaction of the
District Engineer.
21. All manholes and vaults shall be of a design approved by the State Design Services Engineer. A list of previously
"Approved Manholes and Vaults" may be obtained from the State Design Services Engineer.
22. All driveways altered during construction shall be at a minimum returned to a state comparable with the condition
of the driveways prior to construction.
23. An Executed copy of this Encroachment agreement will be present at the construction site at all times during
construction. If safety or traffic conditions warrant such an action, NCDOT reserves the right to further limit,
restrict or suspend operations within the right of way.
24. All roadway signs which are removed due to construction shall be reinstalled as soon as possible.
25. Ingress and egress shall be maintained to all business and dwellings affected by the project. Special attention shall
be paid to police and fire stations, fire hydrants and hospitals.
26. Vegetative cover shall be established on all disturbed and damaged areas to the satisfaction of the District Engineer
in accordance with the attached Seeding and Mulching guidelines. The N.C. Department of Transportation
reserves the right to modify the guidelines for unique situations or as recommended by the Area Roadside
Environmental Engineer.
SEEDING AND MULCHING GUIDELINES
MATERIAL.. _ May 1- Aug. 31 Sept. 1 -, April 30,
_
Kentucky 31 Fescue 100 Lb./Ac. 100 Lb./Ac
OR
Hard Fescue 15 Lb./Ac. 15 Lb./Ac.
Fertilizer 500 Lb./Ac. 500 Lb./Ac.
Limestone 4000 Lb./Ac. 4000 Lb./Ac.
Rye grain ----- ----------- 25 Lb./Ac.
German Millet 25 Lb./Ac. ----------------
Mulch with grain straw 40 bales/Ac. 40 bales/Ac.
NOTES
A. Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2 ratio is
maintained and the rate of application is adjusted to provide the same amount of nutrients as the 10-20-20
analysis.
B. Hard Fescue may be substituted for Kentucky 31 Fescue and Vice Versa however see the above table as the rate of
application for the two materials is different.
C. Seeding and mulching operations shall be adapted to various weather or soil conditions as necessary for the
successful establishment and growth of the grasses and legumes as directed by the Engineer.
27. The encroaching party shall comply with all applicable federal, state, and local environmental regulations, and _
shall obtain all necessary federal, state, and local environmental permits, including but not limited to, those related
to sediment control, storm water, wetland, streams, endangered species, and historical sites.
28. Excavation within 1000 feet of a signalized intersection will require notification by the party of the second part to
the Division Traffic Engineer at telephone number 828-631-1185. All traffic signal or detection cables must be
located prior to excavation.
29. With directional boring, under no condition shall jetting alone or wet boring with water of utility pipelines be
allowed. Directional boring using jetting with a Bentonite (or equivalent material) slurry is approved at a
minimum depth of ten (10) feet below the pavement surface (fifteen feet below the surface of controlled access
roads) and five (5') below any ditch line. Any parallel installation utilizing the directional boring shall be made at
a minimum depth of three(3') feet (cover0 below the ground surface except where the parallel installation crosses a
paved roadway. The tip of the drill string shall have a cutter head. Any changes shall be submitted to the District
Engineer for approval prior to construction. An overbore shall not be more than two (2") greater than the diameter
of the pipe or encasement will be considered, if the encroachment agreement includes a statement signed and
sealed by a North Carolina Registered Professional Engineer, indicating that an overbore in excess of two (2")
inches of the pipe or encasement will arch and no damage will be done to the pavement or subgrade.

- I,
REVIEW piiICER _.ll rE
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< 18> N 18' 12' 11' E 69 58
-19, N 39' 21' 58' E • 198 86
<20> N 89' 32' 58' E 124 60 To' a1
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<22> S 39- 16' 46' E - 174 32
<231 S 33. 16'20' E 403 52
<24, :S 6' 29' 08- W - 57 10
13' 58* 16" E 74 12
-ao> S 23. 40.22' E - 33 83
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<25> S 78' 51' 53' E 225 17
<26> N 81 ° 00'36- E - 243.31
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BUTLER ASSOCIATES REG. LAND SURVEYOR L-3033
D-260
P
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ERROR OF CLOSURE 138733
'GRAPHIC SCALE: 1 IN. = 150 FT.
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BUTLER ASSOCIATES REG. LAND SURVEYOR L•3033
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CLOSURE 125,449 GRAPHIC SCALE: 1 IN. = 20 FT. 7468 /a
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