20030683 Ver 1_COMPLETE FILE_20030606

Gl, F r1opy
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not appiicame to is project, please enter 1v0L rkppll an Ir, ?19lt1 .?
i N 'p
I. Processing
JUN 0 6 2003
1. Check all of the approval(s) requested for this project:
Section 404 Permit E] Riparian or;Water) $o?f , les
? Section 10 Permit ? Isolated Wetland Permit f"?D Q
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #39
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: ? N/A
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: ? N/A
II. Applicant Information
1. Owner/Applicant Information
Name: Samaritan's Purse NC Non-profit Corp
Mailing Address: P.O. Box 3000
Boone NC 28607
Attn Hush Elder
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: helder@samaritans ort
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: Ted Sanchez Jr PE
Company Affiliation: Little Diversified Architectural Consulting
Mailing Address: 5815 Westpark Drive
Charlotte NC 28217
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 9
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: OCC Distribution Facility
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2829-37-5759-0000
4. Location
County: Watauga Nearest Town: Boone, NC
Subdivision name (include phase/lot number): Tract 6 Milton Brown
Directions to site (include road numbers, landmarks, etc.): From Boone: east on US-
3211US-421/W King St, continuing on US-421 to Bamboo Rd/NC-1514, right on Bamboo
toward Brookhollow Rd/NC-1614 0.0 miles), turn right onto Wilson Ridge Rd/NC1523,
continue to follow NC-1523 (1.2 miles ), turn right onto Bamboo Rd/NC-1524 (0.7 miles) to
southeast intersection of Bamboo Rd and Milton Brown Heirs Rd/NC-1656.
5. Site coordinates, if available (UTM or Lat/Long): N36° 11'20", W81°37"50"
(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): 5.55 Acres
7. Nearest body of water (stream/river/sound/ocean/lake):un-named tributary, East Fork, South
Fork of New River
8. River Basin: New River Basin
(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/mVs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing site is an open grass field that was previously
Page 2 of 9
used as a Christmas tree farm. An un-named stream tributary runs approximately 360 if
across the property and divides the 5.5 acre site into two land areas, 1.4± acres east of the
stream and 4.1± west of the stream. An existing low water crossing, 18" HDPE and 2-12"
RCP culvert pipes with stone headwalls, connects the western and eastern portions of the site.
The adjacent land uses are; Christmas tree farm, retirement home, single/multi-family
residential, and office/warehouse.
10. Describe the. overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of a 34.000 sf warehouse/office building along
with associated parking, loading docks and drives. All general site reading and earthwork
will be completed with standard earth moving equipment and will be outside of the 25 ft
stream buffer with the exception of the construction of a new 12'x4'x32' aluminum plate
arch stream crossing with modular masonry headwalls. The proposed arch crossing will
replace the existing 20' wide low flow culvert crossing, and will span the stream allowing
construction of the arch footings outside of the natural stream bed. The net effect of the
proposed stream crossing will impact an additional 16' of stream buffer (due to grading of
the drive approaches to the stream crossing), and will restore 20' of the stream bed to natural
conditions.
11. Explain the purpose of the proposed work: The proposed 32' wide crossing will serve as a
private driveway access from the western portion of the site to the eastern portion of the site.
The proposed crossing will replace the existing 20' wide low flow culvert pipe crossing,
allowing access across the stream during the 25 year storm flows.
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.
No previous determinations and/or permits have been requested or obtained for this project.
However, prior permits for stream impacts immediately upstream of the site have been obtained
by other property owners not associated with this site (USACE Action ID Number and/or DWQ
Project Number is not available).
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.
Page 3 of 9
No future permit requests are anticipated for this project.
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: The proposed project includes
removal of an existing 20' wide low water culvert crossing and reulacement with a
12'x4'x32'arch crossing. The arch will span the stream and restore 20 if of the natural stream
bed. Due to grading of the drive approaches to the stream crossing, approximately 16 if of
additional stream buffer will be disturbed beyond the previously disturbed buffer.
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**
(ye o) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A N/A N/A N/A N/A N/A

* 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 htW://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: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 4 of 9
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?
(please secif ).
Ex. Crossing Restore Strm Bed -20 UT 0 Perennial
Buffer Grdg 16 4' "

* List each impact separately and identify 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 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.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: -20' (restored stream bed)
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.)
N/A N/A N/A N/A N/A

* 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Page 5 of 9
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The net result for the project is a positive impact to the stream by restoring 201f of the steam bed
The existing culvert pipes and headwalls will be removed from the existing stream bed and a
structural arch plate crossing placed in. its place. The footings for the arch will be beyond the
stream bed and most construction components will be pre-assembled, avoiding direct work
within the stream zone and minimizing the disturbance to the stream. Modular. masonry .
headwalls will be utilized to minimize the buffer disturbance necessary for the construction of
the stream crossing drive approaches.
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
ht!p://h2o.enr.state.nc.us/ncwetlands/strm,eide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 6 of 9
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina ' 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
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 ? N/A
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 ? N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Page 7 of 9
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 R 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 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
m Lone i extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as.
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There is not any existing imperious acreage on the 5.55 ac site. The proposed impervious
acreage is approximately 1.95 ac, which is less than the 2.16 ac impervious area allowed by the
Watauga County Watershed Protection Zoning Ordinance. Stormwater run-off from the site will
generally sheet flow across paved areas and be transported to the stream by live vegetative
ground cover. A Watauga County Watershed Protection Permit and a Watauga County Grading
Permit have been approved for this project (copies attached).
XII. Sewage Disposal (required by DWQ)
Page 8 of 9

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.
Sanitary sewerage will be discharged to a public sanitary manhole and public sewer line located
in the public right-of-way near the northwest corner of the site.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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APPLICATION FOR A WATERSHED PROTECTION PERMIT
05/13/03
Date of Application
o3-1GS'{
Application Number-
On a separate sheet of paper, list the Deed Book and page number,
the parcel size and the Tax Map and lot number for each parcel of
land (if one parcel, list here).
Book 735 / Page 409, 5.55 Ac, 2829-37-5759-000
Watershed name: South Fork New River Critical area: Y10
Name of Owner/Applicant: Hugh Elder
Corporation Name/State: Samaritan's Purse NC Non-Profit Corp_
Mailing Address: PO Box 3000
Street Address: 801 Bamboo Rd.
City, State and Zip: Boone, NC 28607
Telephone Number: _ (828) 62 1980
I certify that the information shown above is true and accurate,
and is in compliance with the conditions for a subdivision of land
as defined in the watershed Protection Ordinance.
CA& J. a t7_
Owner Attcrney in Fact

O F F I C I A L U S E
Date Received: 6113JoB Date referred to Board:
Notes: 0T:F16r / WeQV,0.V05F_ - $UIUr Dfb-l
PQDf?SFD 15 5 %a . ,? t ? 1-7D LAS ?T ?D Nt)s AP?n nib
1)3
/-prove -/Denied 5115,
Watershed P_dmini=tratcr Date
05/04/2003 15:56 8282658080 PLANNING&INSPECTIONS PAGE 01
WATAUGA COUNTY Department of PlanninE & Inspections
847 West King Street Suite 7 • Boone, NC 28607 • Phone: [phone] • Fax:[phone]
GRADING PP,RMIT
APPLICATION
ALL APPLICANTS ARE RESPONSIBLE FOR OBTAINING ANY STATE
OR FEDERAL PERMIT$ IF APPLICABLE.
DATE 05 _43,03
PROPERTY OWNER: Samaritans Purse
PHONE: 8( 28 )'.2621980
ADDRESS: 801 Bamboo Road CITY Book- STATE N_Q_ ZIP 2 {607
PROPOSED PROJECT LOCATION: S.W. Corner of. NCSR 1656 & NCSR 1524
(use parcel # if known, State road number or other locating data)
company-* Inc
Sons ConstxuctionLCENSE#:Nr.yain
GRADING CONTRACTOR: James R. Vannoy & I
ADDRESS: 4453 Ei hwa 105 South Boone NC 2860 PHONE: [phone]
PURPOSE OF GRADING: Site/Bldg; Construction ESTIMATED COST: $ 340.000
HYDROSEEDING7 X
AREA TO BE GRADED: (approx acreage) 3,7 Ac HANDSEEDING ?
NUMBER OF FEET OF STREAM(S) IMPACTED? (If applicable): 36 L.F.
EXPECTED START DATE: 05 / 19 / 03 EXPECTED COMPLETION DATE: 01 /16 Q+
The undersigned agrees to conform to all applicable laws of the County of Watauga
and the Statc of North Carolina: and further states that all statements made hereon arc true.
! i3 / a3
APPLICANT SIGNATURE DATE SIGNED 4s
OT'FICIAL t'SE
PERMIT FEES S PAID? DATE
ES/NO
//?? DATE: .fir / y10?
PERMIT DATA REVIEWED BY: &/V_
EROSION PLAN REQUIRED'? LICENSED CONTRACTOR REQ? ?..
PLAN RlrviFw BY. w _ PLAN APPROVED BY:
PERMIT ISSUED BY: PATE ISSUED: .5-
PERMIT PERMIT VALID UNTIL: _ ' ?6 r? -
06/04/2003 15:56
OF May 14, 2003

828265eeea
PLANNINGUNSPECTIONS
PAGE 02
De of-
ngd& Inspections
V ATAUGA COUNTY Plann
842 W. King St. # 7 Boone, North Carolina 28607 Phone [phone]
TDD 1-800-735-2962
Voice 1-800-735-8262
Fax [phone]
Samaritans Purse
PQ Box 3000
Boone, NC 28607
Dear Sirs-
This office has reviewed the subject sedimentation and erosion control plan. We final the
plan to be acceptable and hereby issue this letter of approval. This plan approval shall
expire three (3) years following the date of approval, if no land-disturbing activity has
been undertaken, as is required by Title 15A NCAC 4B.0029.
Be advised that Title 15 NCAC 4B.00 17(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the
Notice required by GS t 13A-61(d) of our right of periodic inspection to insure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance oriented,
requiring protection of the natural resources and adjoining properties. If following
commencement of this project it is determined that the plan is inadequate to meet the
requirements of the Sedimentation and Pollution Control Act of 1973 (North Carolina
General Statute 113A-51 through 66), this office may require revisions to the plan and its
implementation of the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance
with Federal State water quality laws, regulations, and rules. In addition,
local city or county ordinances or rules may also apply to this land-
disturbing activity. This approval does not supersede any other permit or
approval.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form which you have provided. You are requested to file
an amended form if there is any change in the information included on the form.. In
addition, it would be helpful if you notify la office ost ction confa cncel we will plan to
project. Please notify us if you plan to prccon
attend.
06/Q4/2003 15:56 8282658080 PLANNING&INSPECTIONS PAGE 03
Please be aware that if more tliatt one acre is to be disturbed by this project, you will
be covered by the enclosed general storm water permit NCGO1000 (Construction
Activities).
Your cooperation, is appreciated and we look forward to working with you on this
project.
Sincerely,
Randy Woodrow
Property Development Coordi»ator
PROJECT NAME: Samaritans Purse - OCC Distribution Facility
LOCATION: corner of Bamboo Rd & Milton Brown. Heirs Rd
SUBMITTED BY: Ted Sanchez
DATE RECEIVED: 05-13-03

STORM DRAINAGE
CALCULATIONS
FOR
OCC Distribution Facility
Boone, North Carolina
PROJECT #132.6984.00
www. IittIeonIine. com
?0?,/Q?``,'??` 1 f F s o eOp t R d%-"'i
?O`•?? f ?Sr7lQA t eY?
SEAL
DATE: 5/12/2003
G
OCC_Little_Detrnaster 051203xis; 5/13/2003
A Number: Project Manager: Storm Drainage Calculations
132.6984.00 J. Gamble for
Date: Calculation By:
5/12/2003 T. Sanchez OCC Distribution Facility
ion: Checked By:
C; Winac Project Description/Site Data Summary
Project Description:
The proposed development consists of the construction of a 42,600 sf, warehouse and office complex on a 5.5-acre
tract located at the intersection of Bamboo Road and Milton Brown Heirs Road located in Watauga County, North
Carolina; refer to Site Location Map C-SK1. The development involves approximately 3.6 acres of disturbed area
and will contain less than the 36% maximum total allowed imperious area for the site. Sheet flow and shallow
earthen (natural grass) swales will be utilized for transportation and dispersion of storm water throughout the site. All
storm water run-off discharges to a stream, which runs across the site approximately 360 If from the western property
line to a culvert pipe, located at the eastern site boundary below Bamboo Road.
Construction of an expanded stream crossing to replace the existing crossing is planned for the site development. A
12'x 4" structural aluminum arch by 32' wide, combined with modular block retaining/headwalls with a natural bottom
will replace the existing 18" diameter HDPE and 2-12" diameter RCP by 20' wide low-water culvert crossing. (The
proposed stream disturbance will be less than the 10% (36 If) allowable.) The new stream crossing is designed to
pass storm water flow from the 25-year storm, 103 cfs. The total drainage area for the stream crossing is
approximately 55 acres, consisting primarily of wooded areas and rural residential.
Temporary sedimentation control during construction will be achieved with two temporary sedimentation basins and
other customary erosion control prevention measures. Grading of the site will require staging of the work to allow for
construction of the onsite retaining walls.
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D TopoQtmds Capyri& ®1994 DdArine Vwmartdh ME MN Seuae Data: USGS 7110 ft Sale: 1: 21,000
DMm1:13-1 Dwtun- NADV

Project Number J. G-bk Principal In Charge Project Nome
132.6984.00 Project Manager Gw- OCC Distribution Center
Drawn By T•5-&- Watauga County, North Carolina
Issue Date 04/24/03
Bulletin Droving Sheet Title

C-SK1 Leb Diw.nfudA,.bia flh,:ravnd>rg. TM -th-

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'' Site Location Map T:- 1 r ' r 704.561.8700
-y
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n
mnrm
rp.o
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-
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• Boone, NC - USGS Quad
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Project Number. Project Manager: Storm Drainage Calculations II
132.6984.00 J. Gamble for L ITT Issue Date: Calculation By: Charlotte 5815VIestpark Drive !
5/12/2003 T. Sanchez OCC Distribution Facility
" 525 '
Revision: Checked By: 704,561.8700
C. Wines Stream Crossing Design
Stream Basin Drainage Area Data: (refer to attached Drainage Area Map)
D
e Ba
ina
i Total Stream Drainage Area: 55.07 acres
ra
slr
g Drainage Area Hydraulic Length: 3,110 feet
Area Data Drainage Area A Elevation: 660 feet
Average Watershed Slope: 21 % slope
Stream Basin Drainage Area Soil Types: (refer to attached Soils Map)
A :Perce e of H c ' ,Gr a ,.. ?. _?XIISI
br2iinaff bra 100 SnC, AcE, CkE, CtE, B
SoD, UkD
Stream Basin Curve Number Calculations:
Stream Drainags Basin CN
Cover T W a ' ,vftciic ;C i ' dNQnL Area (aQ) of C • :. ;, i CN,
Wood or Forest land (Group B; Fair 43.0 78% 60 46.91
1/2 ac, Residential 25% impervious) 5.0 9% 68 6.18
Other Commercial/Residential 36%.im erv 5.0 9% 74 6.73
Streets and roads 2.0 4% 98 3.56
55 100% 63.38
64
Stream Basin 25-yr Peak Runoff Rate (adjusted for Watershed Shape):
D
lna
0 Basi
I- Peak Runoff Equivalent Drainage Area: 75 cfsfinch Refer Table 8.03
fa
g
rt
Drainage Area Runoff De the 1.85 inches Refer Table 8.03c
. J
Peak
Discharge; Peak Discharge Qt, of Equiv. Wtrshd: 139 cfs (=75 cfs/inch * 1.85 inches
,
L Drainage Area: 55 acres Refer above
Qz ?? Equivalent Draina a Area: 93 acres Refer Table 8.03n
u _ - h8r e' ; of aterslicl 82 cis (=Qt*55ac/93ac)
Stream Basin 25-yr Peak Runoff Rate (ado. for Impervious Area & Improved Channel):
C?
?r
B
i
' Impervious Area Adjustment Factor: 1.10 Refer Figure 8.03r
ra
tage
as
n
,
; A Improved Channel Adjustment Factor: 1.08 Refer Table 8.03c
Peak Discharge Q2, of Watershed: 82 cis
(Refer above)
eaC Discharge, Q3
f Peak D*har ; of.Wa ersh 97 cfs (=Q2*1.10*1.08)
Stream Basin 25-vr Peak Runoff Rate (ado. for Watershed Slope & Ponding):
`
i
B
D
G Watershed Slope Adjustment Factor: 1.06 Refer Table 8.03d
age
ra
as
n Pondin Adjustment Factor: 1.00 Assume no ondin .
Peak Discharge Q3, of Watershed: 97 cfs (Refer above)
Peak Dischar°ge, (?>

r .h !JIM 103 cis (=Q -1.0
APeak 26.year Desigrl Flow for Stream -Cr®ss4ng = "21"ofs'
oCC Uttle_Detmaster 051203.xis; 5113/2003
:t Number: Project Manager:
132.6984.00 J. Gamble
Date: Calculation By:
5/12/2003 T. Sanchez
Ion: Checked By:
C. Wines
for
OCC Distribution Facility
Table &03q:
Stream Basin Peak Runoff (Equivalent Drainage Area)
Table 8.03q: Discharge vs equivalent drainage area for average watershed slopes 8-50%
North Carolina Erosion and Sediment Control Planning and Design Manual
6
1 2 5 10 20 50 100 200 500 2000
DRAINAGE AREA, ACRES
93 ac E uiv Area
Project Numbet: Project Manager: Storm Drainage Calculations
132.6984.00 J. Gamble for
Issue Date: Calculation By:
OCC Distribution Facility
5/12/2003 T. Sanchez
Revision: Checked By:
Table 8.03c: Runoff Depth
- -
C. Wines
Stream Basin Runoff Depth
Table 8.03c
Runoff Depth Rainfall Curve Number (CN)D
(inches)
60 65 70 75 80 85 90 95
1.0 0.00 0.00 0.00 0.03 0.08 0.17 0.32 0.56
1.2 0.00 0.00 0.03 0.07 0.15 028 0.46 0.74
1.4 0.00 0.02 0.06 0.13 0.24 0.39 0.61 0.92
1.6 0.01 0.05 0.11 0.20 0.34 0.52 0.76 1.11
1.8 0.03 0.09 0.17 0.29 0.44 0.65 0.93 1.30
2.0 0.06 0.14 0.24 0.38 0.56 0.80 1.09 1.48
2.5 0.17 0.30 0.46 0.65 0.89 1.18 1.53 1.97
3.0 0.33 0.51 0.72 0.96 1.25 1.59 1.98 2.44 .
4.0 .76 1.0 1.33 1.67 2.04 2.46 2.92 3.42
5.0 1.30 1.65 2.04 2.45 2.89 3.37 3.85 4.41
6.0 1.92 2.35 2.80 3.28 3.78 4.31 4.85 5.40
7.0 2.60 3.10 3.62 4.15 4.69 5.26 5.82 6.40
8.0 3.33 3.90 4.47 5.04 5.62 6.22 6.81 7.39
9.0 4.10 4.72 5.34 5.95 6.57 7.19 7.79 8.39
10.0 4.90 5.57 6.23 6.88 7.52 8.16 8.78 9.39
11.0 5.72 6.44 7.13 7.82 8.48 9.14 9.77 10.39
12.0 6.56 7.32 8.05 8.76 9.45 10.12 10.76 11.39
To obtain runoff depths for CN's and other rainfall amo unts not shown
in this table, use an arithmetic interpolation.
Table 8.03c: Runoff Depth
North Carolina Erosion and Sediment Control Planning and Design Manual
Use CN=64 and Rainfall (25-year, 1 day)=5.4'; double interpolate from Table 8.03c for Runoff Depth:
(refer to Fig 8.03k for 25-year, 1 day rainfall data)

'
Page: 6
OCC_Little_Detmaster 051203.xis; 5/13/2003

60 64 65
S
.0 .30
1 1.58 1.65
5.4 XX
85 ? :
?
XX
?; 6.0 1.92 2
.26 2.35
epth-`= 1.&5'.
urfa#f'D
oaku
lated R
Use
Project Number: Project Manager: Storm Drainage Calculations
132.6984.00 J. Gamble for
Issue Date: Calculation By:
01V2003 T. Sanchez OCC Distribution Facility
5815 Westipark Drive Charlotte, NC 28217 T 704.525.6350 704,561.8700
1 Revision: Checked By: C. Wines SCS TR-55 Rainfall Data Map: 25 year -1 day precipitation
25-year 1 day precipitation (inches)
Scow In Maas
o n SQ rs ioo
RAINFALL DATA MAP
b
8
8.5
r?
7 8 ;
8
V, 8.5
?.;P
A?
Figure 8.03k: 25-year 1 day precipitation (inches)
North Carolina Erosion and Sediment Control Planning and Design Manual
Project Numbbr: Project Manager: Storm Drainage Calculations
132.6984.00 J. Gamble for
Issue Date: Calculation By: 11-1;S111FV-1111C111-C-I'll, , ? I
5/12/2003 T. Sanchez OCC Distribution Facility 5815 Vdestpark Dive Charlotte, NC 2821
Revision: Checked By: Table 8.03n• Equivalent Drainage Area
C Winac ?
Stream Basin Peak Runoff (Equivalent Drainage Area)
20000
w 10000
w
t!.
L= 20900.6
WHERE
L= HYDRAULIC LENGTH, FEET
a=DRAINAGE AREA, ACRES
0
w 5000
w 3110'
Q
3
U- 2000
a
T
H
2 1000
w
J
5001 O
20 50 IQO 200 500 2000
93`a' ?>
DRAIN Sir. A M -> ' ran Ar
Table 8.03n: Hydraulic length and drainage area relationship
North Carolina Erosion and Sediment Control Planning and Design Manual
132.6984.00 J. Gamble for
Dace: Calculation By: OCC Distribution Facility
5/12/2003 T. Sanchez
ion: Checked By: Fig. 8.03x: Peak Discharge Adj. Factors
C. Wines
Stream Basin Runoff Depth
100
CO
m
L

0
L 50

Q.
E
w
0
c
a?
U
N
a
0
Est. 10% total 1.0 1.2 1.4 1.6 1.8
impervious area &
CN=64; use Peak Factor
Impervious Factor of
1.10 Peak Discharge Adjustment Factor for Impervious Area
Est. 10% (300:')
total improved
channel & CN=64;
use Improved
Channel Factor of
1.08
1.0
1.2 . 1.4 1.6 1.8
Peak Factor
Peak Discharge Adjustment Factor for Hydraulic
Length Modification
100 -

7S
?
50
?
CU a

Tv=
0
a

m?
rn

Q- -J 0
Figure 8.03r: Peak discharge adjustment factors (source: U SDA-SCS)
North Carolina Erosion and Sediment Control Planning and Design Manual
132.6984.00 J. Gamble
Date: Calculation By,
5/12/2003 T. Sanchez
Ion: Checked By:
C. Wines
for
OCC Distribution Facility
Table &03d. Slope Adj. Factor
Stream Basin Runoff Depth
Table 8.034
Slope Adjustment Factors Slope 10 20 5o 100 200
(percent) acres acres acres acres acres
Flat 0.1 0.49 0.47 0.44 0.43 0.42
0.2 0.61 0.59 0.56 0.55 0.54
0.3 0.69 0.67 0.65 0.64 0.63
0.4 0.76 0.74 0.72 0.71 0.70
0.5 0.82 0.80 0.78 0.77 0.77
0.7 0.90 0.89 0.88 0.87 0.87
1.0 1.00 1.00 1.00 1.00 1.00
1.5 1.13 1.14 1.14 1.15 1.16
Moderate 3 0.93 0.92 0.91 0.90 0.90
4 1.00 1.00 1.00 1.00 1.00
5 1.04 1.05 1.07 1.08 1.08
6 1.07 1.10 1.12 1.14 1.15
7 1.09 1.13 1.18 1.21 1.22
Steep 8 0.92 0.88 0.84 0.81 0.80
9 0.94 0.90 0.86 0.84 0.83
10 0.96 0.92 0.88 0.87 0.86
11 0.96 0.94 0.91 0.90 0.89
12 0.97 0.95 0.93 0.92 0.91
13 0.97 0.97 0.95 0.94 0.94
14 0.98 0.98 0.97 0.96 0.96
Est. 21 % general slope and 15 0.99 0.99 0.99 0.98 0.98
16 1.00 1.00 1.00 1.00 1.00
55 ac drainage
are; use 20 1.03 1.04 1.05 1.06 1.07
Slope Adjustment Factor of - - __
_ _ _ _ _ _ _ _ 25 __
1.06 _ _ 1 A$ _ 1.12 1.14 1.15
1.06 30 1.09 1.11 1.14 1.17 1.20
40 1.12 1.16 1.20 1.24 1.29
50 1.17 1.21 1.25 1.29 1.34
source: USDA-SOS
Table 8.03d: Slope Adjustment Factors
North Carolina Erosion and Sediment Control Planning and Design Manual
6
Project Numbef: Project Manager: Storm Drainage Calculations ?'
132.6984.00 J. Gamble for
Issue Date: Calculation By:
OCC Distribution Facility
5/12/2003 T. Sanchez
T: 7.52563 7,56187-
Revision: Checked By
' ' " "
C. Wines Stream Crossing Culvert Design
Stream Crossing Hydraulic Analysis
Using Haestad Methods "Flowmaster" Hydraulic Analysis Software, determination of the depth of flow (25-year storm)
through the existing stream channel is as follows:
Input Data
Mannings 0.035
Coefficient
Slope 0.050 ft/ft
000
Left Side Slope 2.50 H
V
Right Side 2.50 H
Slope V
Bottom Width 4.00 ft
Discharge 103.0 cfs
0
Section Data
Mannings 0.035
Coefficient
Slope 0.050 ft/ft
000
Depth 1.47 ft
Left Side Slope 2.50 H
V
Right Side 2.50 H
Slope V
Bottom Width 4.00 ft
Discharge 103.0 cfs
0
Results
Depth 1.47 ft
Flow Area 11.3 ft2
Wetted 11.91 ft
Perimeter
Top Width 11.34 ft
Critical Depth 1.88 ft
Critical Slope 0.017906 ft/ft
Velocity 9.15 ft/s
Velocity 1.30 ft
Head
Specific 2.77 ft
Energy
Froude 1.62
Number
Flow Type Supercriti
cal
1 .47 ft
.00
V:1
H :1
NTS
Utilize a 12'x4' structural aluminum arch or 12'x4' bottomless box culvert for the stream crossing. The
proposed section will no restrict the existing channel and allow free-passage of storm water through the
culvert crossing.
Project Numbi r: Project Manager: Storm Drainage Calculations
132.6984.00 J. Gamble for
Issue Date: Calculation By:
5/12/2003 T. Sanchez OCC Distribution Facility , esiparK arive unarlotte, NRU
Revision: Checked By: T: 704525.6350 704.5618700
(: Wince Temporary Sediment Basins

ottom ev 3148.0 msl
Sediment Stroage Elev 3150.5 msl
Spillway Crest 3150.5 msl
To of Berm Elev 3152.0 msl
z lk
Rim
eter to E s` Qj?otrj?!'Pfi
lev msl rea s umu abve Vol, me (cf)
3148.0 1202 0
3149.0 1588 1395
3150.0 2022 3200
3150.5 2217 4260
x 0 0
x 0 0
x 0 0
x 0 0
x 0 0
x 0 0
x 0 0

OtESTON ELM -C1 SP Y
Bare Soil Coeff icient, "C" _ .0.60 Spillway design: = A1.5 ; C= 3.0
Area, "A"= 2.12 ac h= 0.5 ft
25 yr Storm Rainfall Intensity, "I"= 7.20 in/hr Required Spillway Length @ Flow Depth = 9 ft
Com uted Flow from Site "Q"= 9.16 cfs 8' min weir length for 2ac < TDA < 3ac
TEMPORARY SEDIMENT TRAP DESIGN FOR SEDIMENT BASIN #2

ota Drainage Area 0.85 ac Propose a Imen ep max 2.5 ft
Disturbed Area (DA) 0.85 ac Bottom Elevation of Basin 3159.0 msl
Re 'd Sediment Storage 1800xTDA 1530 cf Spillway ow e pt 1 max 0.5 ft

Bottom ev 3159.0 msl
Sediment Stroage Elev 3161.5 msl
Spillway Crest 3161.5 msl
To of Berm Elev 3163.0 msl

of ta.
; 4
Er i C ` tr i P an ?:?? '?
ev
Sl) Area s Cumulative Volume c
3159.0 439 0
3160.0 683 561
3161.0 975 1390
3161.5 1107 1911
x 0 0
x 0 0
x 0 0
x 0 0
x 0 0
x 0 0
x 0 0
TEMPORARY SEDIMENT TRAP DESIGN FOR SEDIMENT BASIN #1
L
RSIFIF�1T
ITEC:TURAL C ONSIELTING
5815 Westpark Drive Charlotte, NC 28217
T: 704.525.6350 704.561.8700
www. I ittic=or-� I i r-r�. com

el Wa
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MGM
020 lot
V

V STGI?AGE • 1530 CF `
ROVIbED 1911 CF \ \
4 WALL
lea
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404, , LLD .
S.RN AVEN 0
S.R. 101, PG. ]N
.,. 417
_. ?, • , \ f ,? ear a JOSEPMNE HARRI rr
\ \ ,( 7] D.B. 112, PG MI
\

-11
I.- ., .\\ v?r MII AVM
?tA \ PR arNl
a08EAi RANICANJTk \\ `
S.R. 505, Pc. 020 \ \ \?:L
% , 111
PIPE
a SF'
185 LF OF Mr RCP 0 7AX 40,
ROBERT FLANIGAN B8-4,74
B.R. 2]]. PG 234 4.101a0 SFI ?%
4
rfwMgaw \ \•, ,
R2-11,838 SF %
PROPOSED kREHpl14,NFl,CE
l' rdJy .t t llea UPPER LFYEL . d1Y7,0 v aP 1r ? M LoA
LOVER LG? FE: 3151.67
77
I 1C ?, •.. 1 Jr4? II ........
.T F ` rr B7-18,920 SF
` I `
do,
C1`? ' ! ?' \ $ $ zZ, 65*42, SF to R1.12,096 SF
I?\L Ii 10
,? \ \ ?"`, ` \ \ \ o ,g , \ rl / 312 OF STREAM
\ \ ?.• /i .. Agra A aAMrE \ 1 ?•
865,893 SF,
K,:?`??vt
NCO"R
'no sw NA STREAM
"ZZZ
LF. V v
? ClA4 L
A STREW
. _\ , ratalo-o- ?..? \ I \ / // \ e v s w nMA.Are ?- '1
MN AWN 0. ULC
B.R. 404, P0. 739
T ?C
NbOeri. MA/ 19. \ 4n ROPY 8 JOSEPXME NAARISQN
0 8 PC M,
I°
3D 11 o
RJ-LJ
..IITIIA.AII.,.A..
?Ap.iA.lju.*'r
OCC
DISTRIBUTION
FACH=
Watauga County,
North Carolina
J. G-,bk
a
a-%m
E? DRAINAGE
1 AREA PLAN
a 132.6984.00
05/09/031 C-4
Project Number Principe) in Charge J'C. 'k- Project Nerne
132.6984.00 Project Manage` C V1_ OCC Distribution Center
Drawn By -?` Watauga County, North Carolina
_
__I Issue Date 4/21/03
Bulletin Drawing 1 Shoat Title
Imk Dlo+mfirJAn+6:nrrwl°d-i T°'"''°'*'r' Soils Information, Watauga County
C-SK5 Re. av aoe .pml ," , ae -y R ?.-11. ,
? r?: a,u
..rte. ?arr }
NRCS Soil Survey Field Sheet
r ?
U. S. Department of Agriculture T Soil Survey Field Sheet
Natural Resources Conservation Service - N - 1" = 1000 Watauga County, North Carolina
Cooperating with Approximate Scale Advance Copy - Subject To Change
State Agricultural Experiment Station Survey has not been compiled nor correlated.
USDA - NRCS - Fort worth, Texas Names may be changed and areas may be combined.

N
CD
Table K1. - Water Features
Table K1. - Water Features
LA

ca
a_
Watauga County, North Carolina
Depths of layers are in feet. Estimates of the frequ ency of ponding and flooding apply to the whole year rather than to individual months . Absence of an entry indicates that the fea(ure is not a concern
or that data were not estimated.

Water Table Ponding Flooding
Map Symbol Hydrologic
and Soil Name Group
Month
Upper
Lower
Surface
Duration
Frequency
Duration Frequency
Limit Limit Depth
Q Ft Ft Ft
LL
AcE (70E):
Ashe B ,fan-Dec -- None - None
w
Chestnut B
Jan-Dec
None
- None

GkE (34E):

a Chestnut a Jan-Dec -- - None -- None
d
Edneyvflle B Jan-Dec - -- None - None
CIE (96E):
Cullasaja B Jan-Dec - - None - None
SnC (10C):
Saunook B Jan-Dec -- - None -- None
SoD (f fD).
-- g-- - .ran?ec--- - - ----._ _ ...._ ......---- .._ ...... .................-- -..__..._..... ._.. _...fYOne -None ---- --
Lo
m
M

SoE (If E)-
v
Lo
N
Saunook B
Jan-Dec

rn
_
-- None Clone

-
N
ao
UkD (88D):
Unaka B Jan-Dec
-- - None - None
v Porters B Jan-Dec
-- -- None -- None
m
m
Qi
m
N
rt7
N

m
USDA Natural Resource
s
??? Conservation Service
Distribution Generation Date: 519/02
Page f of 1
„04/25,/2003 06:46 8282643857 WATAUGA/AVERY FSA
Non-Technical Descriptions
Watauga County, North Carolina
Only those map units that have entries for the selei:ted nontechnical description categories are included in this report.
Map Unit: AcE (70E) - Ashe-chestnut;omplex, 30 to 50 percent slopes, very rocky
Description Category: Sol
PAGE 03
This map unit consists of moderately steep to stepp Chestnut soils and Ashe soils on uplands. They formed in residuum weathered from
granite, gneiss, schist, metagraywacke, 6rnd amphibolite. Chestnut soils are moderately deep and well drained. They have a loamy surface
layer and subsoil. A significant amount ol` gravel and cobbles are present throughout these soils. Occasional stones are scattered over the
surface. Soft bedrock is within a depth of; 20 to 40 inches. Permeability is moderately rapid and shrir?k-swell potential is low. Seasonal high
water table is below 6.0 feet. Ashe soils fire moderately deep and somewhat excessively drained. They have a loamy surface layer and
subsoil. Qccasional stones are scattered!, over the surface, Hard bedrock is within a depth of 20 to 40Inches . Permeability is moderately
rapid and shrink-swell potential is low. SOsonal high water table is below 6.0 feet.
Map Unit: CkE (34E) - Chestnut-ednejiville complex, 30 to 50 percent slopes, stony
Description Category: Sol
this map unit consists of moderately stet :p to very steep Chestnut soils and Edneyville soils on uplands. These soils formed in residuum
weathered from granite, schist, and gneiis. Chestnut soils are moderately deep and well drained. They have a loamy surface layer and
subsoil. A significant amount of gravel acid cobbles are present throughout these soils. Occasional stones are scattered over the surface.
Soft bedrock is within a depth of 20 to 40. inches. Permeability is moderately rapid and shrink-swell potential is low. Seasonal high water
table is below 6.0 feet. Edneyville soils eig very deep and well drained. They have a loamy surface layer with a significant amount of gravel
and a loamy subsoil. Occasional stones dire scattered over the surface. Permeability is moderately rapid and shrink swell potential is low.
Seasonal high water table is below 6.0 felet.
I
Map Unit: CtE (96E) - Cullasaja very cobbly loam, 30 to 50 percent slopes, extremely bouldery
Description Category: SOl
These moderately steep to steep, very d?iap, well drained soils are on benches, toe slopes, foot slopes, drainageways, and fans in coves.
They formed in colluvium. They have a loamy surface layer and subsoil. Many gravels, cobbles, and stones are present throughout these
soils. Occasional boulders are scattered (>ver the surface. Permeability is moderately rapid and shrink-swell potential is low, Seasonal high
water table is below 6.0 feet, but seeps ahd springs are common,
Map Unit: SnC (10C) - Saunook loam,8 to 15 percent slopes
Description Category: SOI
These strongly sloping, very deep, well drained soils are on benches, fans, and coves. They formed In colluvium, They have a loamy surface
layer and subsoil. Permeability is moderake and shrink-swell potential is low, Seasonal high water table is below 6.0 feet, but seeps and
springs are common.
Map Unlt: SoD (110) - Saunook loam, i15 to 30 percent slopes, very stony
USDA Natural Resources
Conservation Service
:3tnhuf on Gore~a".^n fake; 5,'9;02
Page 1 of 2
,04/25/2003 06:46 8282643857 WATAUGA/AVERY FSA PAGE 04
NonTechnical Descriptions - Continued
Watauga County, North Carolina
Map Unit: SOD (110) - Saunook loam„ 15 to 30 percent slopes, very stony
Description category- Sol
These moderately s(oop, very deep, welbldreined soils are on benches, fans, and coves, They formed in colluvium. They have a loamy
surface layer and subsoil. Occasional stqnos are scattered over the surface. Permeability is moderate and shrink-swell potential is low.
Seasonal high water table is below 6.0 feet, but seeps and springs are common.
Map Unit: SoE (11E) - Saunook laam,•130 to 50 percent slopes, very stony
Description Category: Sol
These moderately steep to steep, very d' :ep, well drained soils are on benches, fans, and coves. They formed in colluvium. They have a
loamy surface layer and subsoil. OccaSI al stones are scattered over the surface. Permeability is moderate and Shrink swell potential is
low, Seasonal high water table is below 0 feet, but seeps and springs -are common,
Map Unit: UkD (880) Unaka-porters 0omplex, 15 to 30 percent slopes, very rocky
Description Category: Sol
This map unit consists of moderately Ste P Porters soils and Unaka soils on uplands. They formed in residuum weathered from granite,
schist, and gneiss. Porters soils are deep and well drained. They have a loamy surface layer and subsoil. Occasional stones are scattered
over the surface, Hard bedrock is within a depth of 40 to 60 inches Permeebility is moderately rapid and shrink-swell potential Is low.
Seasonal high water table is below 6.0 fe !t. Unaka soils are moderately deep and well drained. They have a loamy surface layer and
subsoil. Occasional stones are scattered 7ver the surface, Hard bedrock Is within a depth of 20 to 40 inches. Permeability is moderate and
shrink-swell potential is low. Seasonal high water table Is below 6.0 feet.
US-Dik- Natural Resources '
Conservation Service Distribution Generation Date: 5/9/02
Page 2 of 2
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GENERAL NOTES
A. PARTIAL BOUNDARY AND TCPOGAAPHIGL SURVEY INFORMATION IS TAKEN
FROM A SURVEY BY WI CONSULTANTS-NC, INC.
643 GREENNAY ROAD, SURE K-1
BOOJE, NO 18607
PH: [phone]
AND ENTITLED 'BOUNDARY and TOPOGRAPHIC SURVEY FOR
SAMARITAN'S PURSE'. CONTRACTOR SHALL OBTAIN A BLUEPRINT
OF THE ORIGINAL SURVEY.
B. AS A PART OF THIS CONTRACT, ME CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY
LOCATOR SERVICE. RESEARCH EXISTING DRAWNGS AND DOCUMENT ANY OTHER
BELOW GRADE IMPROVEMENTS NOT CHARTED BY ME SURVEYOR, PRIOR TO BEGINNING
CONSTRUCTION . ANY EXISTING UTILITIES AND BELOW GRADE MIPRO4EMENTS
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY ME CONTRACTOR IN
A MANNER ACCEPTABLE TO ME OWNER.
C ME LOCATIONS OF EXISTING UTILITIES, STORU DRAINAGE STRUCTURES AND
OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE APPROXIMATE AS
SQWN. IT IS ME CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT
LOCATON. SIZE. AND INVERT ELEVATIONS OF SUCH PRIOR TO BEGINNING
CONSTRUCTION.
D. THE ARCHITECT SHALL BE NOTIFIED OF ALL UNDERGROUND UTILITIES EXPOSED
DURING CONSTRUCTION OR AROSE LEFT WM LESS THAN ACCEPTABLE EARTH
COVER ME ARCHITECT SHALL DETERMINE ME RESOLUTION OF ME UTILITY
AND DETERMINE IF A CHANGE ORDER IS REQUIRED OR IF ME CONMACTdt
IS RESPONSIBLE FOR ALL COSTS INVOLVED.
E. INSTALL TEMPORARY STONE INLET SEDIMENT TRAPS AT ALL EXISTING
STORM DRAINAGE STRUCTURES ADJACENT TO OR DOWNSTREAM OF RSOUTON
AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM
DRAINAGE SYSTEMS.
F. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING
CONSTRUCTION, SEE SHEET C601
G. NO SON DISTURBANCE, SOL COMPACTION, CONSTRUCTION MATERIALS, OR
CONSTRUCTION TRAFFIC ALLOYED BEYOND ME MEE PROTECTION BARRICADES
OR WITHIN TREE PROTECTION ZONE.
H. TREE PROTECTION BARRICADES MUST BE INSTALLED PRIOR TO ANY GRADING,
DEMOLITION, OR CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL PROJECT IS
COMPLETED TREE PROTECTION BARRICADES ARE INDICATED AS '-TPB ON PLANS.
1. NO 50L DISTURB ANCE SOL COMPACTION, CONSTRUCTION MATERIALS. OR CONSTRUCTOR
TRAFFIC IS ALLONED "THIN THE STREAM BUFFER. CONSTRUCTION OF ME STREAM
CROSSING SHALL NOT BE INITIATED UNTIL ME REQUIRED USCOE NATIONWIDE PERMIT
STATE WATER QUALITY AND WATAUGA COUNTY APPROVAL HAS BEEN OBTAINED,
' K DESIGN OF ALL RETAINING WALLS IS TO BE PER NO BUILDING CODE SECTION 1610.3.
DETAILED RETAINING WALL DESIGN DRAWINGS. SEALED BY AN NO LICENSED ENGINEER,
WALL BE SUBMITTED TO ME LOCAL AUTHORITY PRIOR TO CONSTRUCTION.
L. AN NC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATIOx VERMNG
A SEAL LETTER TO THE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED
PER ME ENGINEERED DRAWNGS IN COMPLIANCE NI Tx SECTION 16103 OF ME NO

DEMOLITION NOTES
1. SITE DEMOLITION INCLUDES THE REMOVAL OF DRAINAGE PIPE AND TREE AS INDICATED, uMUgJ
ON ME DRAWING. ?plTN wt
2. EXISTING TREES TO BE PRESERVED WILL BE PROTECTED NTH AN APPROVED TREE
PROTECTION FENCE PRIOR COMMENCEMENT OF GRADING OR DEMOLITION, SEE GRADING PLAN, CAD)
3. SAW CUT ASPHALT IN ROADWAY AND ELSEwnERE WHEN NECESSARY.
4. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND PROPER LEGAL DISPOSAL OF ALL DEBRIS `(? ?\
OFF SITE. NO ONSITE BURIAL PITS SHALL BE ALLOWED. ?.
5. ON-SITE BURNING OF DEBRIS IS PROHIBITED

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TYPICAL KEYNOTE SYMBOL ••• ..,. A\\ 1
DEMOLITION NOTES
Al. REMOVE PIPING AND REPLACE WITH NEW PIPE AS INDICATED ON UML DRAWING GO
A2 DEMOLISH TREE iEl(t+aN6 A .A \ f
A3.REMOVE PIPING AND REPLACE WITH NEW PIPE AS INDICATED ON CIVIL ORAWNG 0401 W' \ ?R
SITE NOTES
B. PE NEW PAVEMENT TO EXISTING PAVEMENT. ti
C PAVEMENT SPECIFIED AS 'HEAVY DUTY ASPHALT PAVEMENT', SEE DETAIL SHEET 6/2701.
C. CONCRETE PAVEMENT SPECIFIED AS 'SERVICE VEHICLE DOCK PAD' SEE DETAIL SHEET
4/2701 AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS / \ -
E. HORIZONTAL CONTROL POINT. REFER TO SITE LAYOUT PLAN (0301) AND SEE
ARCHITECTURAL PLANS FOR BUILDING STAKEOUT DIMENSIONS, TYPICAL
F. PROVIDE NEW 5'-0' CONCRETE SIDEWALK SEE DETAIL I/C701
G. EXPANSION JOINTS TO BE 25 OC TYPICAL. CONTROL JOINTS TO BE 5-0' C.C. TYPICAL
SEE DETAIL 2/C701 -d 3/C701. t
H. PROVIDE WHEEL STOP. TYPICAL. SEE DETAIL 12/C701.
I. PROVIDE HANDICAP ACCESSIBLE RAMPS ON NEW SIDEWALK SEE DETAIL 7/C701
J PROVIDE RIB AND R7-8D HCP SIGNS MOUNTED M ACCORDANCE WITH ADA REQUIREMENTS.
SEE DETAIL 9/C701.
K. PROVIDE R7 -B AND R7-80 HOP SIGNS YAM 'VAN ACCESSIBLE ' SIGN MOUNTED BELOW IN
ACCORDANCE PATH ADA REQUIREMENTS SEE DETAIL 9/C701.
L. DIRECTIONAL ARROWS SHALL BE MITE AND IN ACCORDANCE WEN LATEST REQUIREMENTS
OF ME -MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', FOR LOW SPEED URBAN
GONDITONS. TYPICAL
M. PROVIDE 'STOP' SIGN
N. PROVIDE 'DO NOT ENTER' SIGN
0. PLANTING AREA, TYPICAL. SEE DETAIL 2A201.
P. YMITE STOP 8AR SHALL BE 24' CODE AND EXTEND ACROSS ONE LANE WIDTH.
0. LOADING DOCK. REFER TO ARCHITECTURAL PLANS.
A. PROVIDE MODULAR RETAINING WALL, REFER TO SPECIFICATIONS FOR MANUFACTURER
S. PROVIDE CONCRETE RETAINING WALL, SEE STRUCTURAL PLANS FOR DETAILS
T. 6' A 6' CONCRETE ELECTRICAL TRANSFORMER PAD, SEE DETAIL SHEET 5/C701
U. DUMPSTER ENCLOSURE, 6' OPAQUE WOOD FENCE WITH GATE, SEE DETAIL 14/C701.
V. GUARD RAIL SEE DETAIL IO/C701 AND II/C701
W. PROVIDE "ONE WAY" SIGN
X. PROVIDE CONCRETE STAIRS. SEE DETAIL I3/C701
Y. CONCRETE RETAINING WALL, SEE STRUCTURAL PLANS FOR DETAILS
2, APPROXIMATE LOCATION OF LP GAS TANK, SEE UTILITY PLAN, SHEET C501
2Z. PROMOE STONE DRAINAGE CHANNEL. FINAL LOCATION TO BE DETERMINED IN FIELD DURING
CONSTRUCTION PROCESS. LOCATION TO BE APPROVED IN FIELD BY LANDSCAPE ARCHITECT
OR OWNER'S REP. PRIOR TO INSTALLATION. SEE DETAIL 15/C701
23. METAL RAILING/GUARDRAIL, SEE ARCHITECTURAL PLANS FOR DETAILS

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IMPERVIOUS AREA CALCULATIONS
OR
WATERSHED CRDINr,NOES
1. TOTAL AREA IN (SF) OF SUBJECT PROPERTY ±118.611,1 SF
2. MINUS IMPERVIOUS AREA IN (SF) EXSITINC
PRIOR TO JANUARY 1, 1994 (DATE OF ORDINANCE) - 0 -
3. EQUALS NET AREA OF SUBJECT PROPERTY S21 8.6711 SF
4. TIMES PERCENT OF INPERMOUS AREA (36%) 378.77163 SF
5. MINUS IMPERMOUS AREA IN (SF) ADDED AFTER
JANUARY 1, 1994 - 0 -
6. EQUALS NET IMPERVIOUS AREA ALLOWANCE 378.72163 SF
10/70 CALCULATION
UP TO 10f. OF NET AREA ()3 ABOVE) MAY BE COVERED WM 70% IMPERVIOUS SURFACE. MIS
CAN BE AGGREGATED WITH THE STANDARD NET IMPERVIOUS AREA ALLOWANCE (X6 ABOVE)
7. NET AREA OF SUBJECT PROPERTY (M3) TIMES 101. 3118671 SF
8. TIMES 70% EQUALS BONUS IMPERVIOUS SURFACE
ALLOWANCE ±1530697 SF
9. PLUS STANDARD NET IMPERMOUS AREA ALLOWANCE (A6) ±7..11163 SF
I0. EQUALS ADJUSTED (10/70) IMPERVIOUS AREA ALLOWANCE ±94.02860 SF
II, PROPOSED IMPERNWS AREA TO BE ADDEO (MUST BE
EQUAL TO OR LESS MAN ME NET OR ADJUSTED
IMPERVIOUS AREA ALLOWANCE) YA,.1100 SF
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DISTRIBUTION
FACILITY
Watauga County,
North Cuohna
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DEMOLITION &
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SEE DETAIL 2/C401

EXISTING NATURAL NO / / 11i5a 'x'14\
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GENERAL N07ES:
1. TEMPORARY BENCHMARK 1 I IS A RAILROAD SPINE IN A PDWEA POLE
OV THE NORTH SIDE OF WILTON BROWN HEIURS ROAD. ELEVAPON 3193.62.
N 50403317 E 49750412
TEMPoAARY BENCHMARK( 12 IS THE CENTER OF A SANITARY SEWER MANHOLE
AT [ ORTnW£ST COERR OF MILTON BROWN HEIRS ROAD AND BAMBOO ROAD
ELE 3 52.33. N 5415.62 E 5286.08
2. ALL NEW CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS FINISHED GRADES.
THE GRADING CONTRACTOR MUST MANE ALLOWANCES FOR THICKNESS OF PAVING
SECTIONS, CONCRETE SLABS. AND 4' OF REDISTRIBUTED TOPSOIL WHEN GRADING.
3. THE ENTIRE SITE WTHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO
DRAIN FREELY. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION. WHETHER
INSIDE OR OUTSIDE OF THE LIMIT OF CONSTRUCTION SHAH BE FINE GRADED AND
SEEDED 10 ESTABLISH A PERMANENT LAWN
4 CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY,
STORK DRAINAGE. AND WATER) FROM DAMAGE DURING CONSTRUCTION, ALL
LESS iHAON ACCEPTABLE MINIMUM EARTHD COVER T SHALLL BE RELOCATED ASWTH
OE'ERMNIO BY THE ARCHiECI. SEE NOTE 0 SHEET CI01,
5. NO SLOPES SHAH BE GRADED STEEPER THAN 31, UNLESS INDICATED OTHERWISE
6. ALL SPOT ELEVATIONS ARE PLUS 3100.0;L, --
R BERT FLANIGAN
B.R. 233, PG. 234 ?•'? D ', Ap r b \ \`\ 9
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PROPOSED WAREHOUSE/OFFICE
7
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L . ? LOWER LEVEL FEE: 3152.67
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CONCRETE COLLAR TO B.R. 401, PC. 139
BE FLUSH W/ GRADE
/7' . / 16:_4 Z7
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TB IAA BtCNC -1 BEY.3 'Z;l ROMY k JOSEPHINE HARRISON
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PIPE TO BE \ \
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DISTRIBUTION
FACILITY
Watauga County,
North Carolina
DC WulFs
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GRADING and
V?V] DRAINAGE PLAN
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LITTLE
DIVERSVIED ARCHITECTURAL CONSULTING
5815 Westpark Drive Cha,otte, NC 28217
T: 74-14,525.6350 F: 704.561.8700
w w w . I i t t I e o n I i n e . c o In

L
U. S. Department of Agriculture T Soil Survey Field Sheet
Natural Resources Conservation Service - N - 1" = 1000 Watauga County, North Carolina
Cooperating with Approximate Scale Advance Copy - Subject To Change
State Agricultural Experiment Station Survey has not been compiled nor correlated.
USDA - NRCS - Fort Worth, Texas Names may be changed and areas may be combined .
S
FMA110N NOTES
1. CONTRACTOR SHALL VERIFY MAT AVAILABLE WATER PRESSURE IS ADECUATE FOR IRRIGATION SYSTEM. CONTRACTOR
SMALL VERIFY IN FIELD PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE
ARCHITECT OR OWNERS REPRESENTATIVE,
2. CONTRACTOR TO PROVIDE IRRIGATION LAYOUT DESIGN TO ARCHITECT FOR APPROVAL. SEE IRRIGATION REOREMENTS
PARAGRAPH.
3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF WATER METERS. BACNFLOW PREVENTERS, VALVES, ELECTRIC WRING
FOR ME IRRICATION SYSTEM.. ALL SLEENNG, ALL FITTINGS, ADAPTERS ETC TO COMPLETE THE IRRIGATION SYSTEM.
4. CONTRACTOR SHALL ADAUST All HEADS IN FIELD TO INSURE MAXIMUM COVERAGE, ELIMINATE OVERTHROW ONTO PAVED
AREAS BUILDING AND WALL SURFACES. (LOCATE HEADS 3- CLEAR OF ALL HARDSCAPE SURFACES.) ALL AUTOMATIC
VALVES SHALL BE INSTALLED IN A VALVE BOX AS SPECIFIED. COORDINATE SLEEVES WIN GENERAL CONTRACTOR.
5. CONTRACTOR SHILL COORDINATE PIPING LAYOUT WM LANDSCAPE PLAN TO INSURE PIPES DO NOT INTERFERE WITH
ROOT BALLS OF TREES OR ROWS M SHRUBS. REPORT MY DISCREPANCIES TO THE LANDSCAPE ARCHITECT OR OWNERS
REPRESENTATIVE,
6. CONTRACTOR SHALL VERIFY MAT ALL PERTINENT LOCAL AND STAR CODES ARE BEING OBSERVED.
7. CONTRACTOR TO PROVIDE THRUST BLOCKS ON 3' MAIN AT ALL BENDS AND TURNS.
0. PROVIDE GATE VALVES AT DOWNSTREAM SIDE OF BACKFLOW AND AT HYDRAULIC CONTROLLERS.
FEtl(84710N PE01JUIE @/19
CONIRACTOR SHALL DESIGN AND INSTALL A COMPLETE FUNCTIONING IRRIGATION SYSTEM FOR AM TURF AND PLANTING
AREAS. WTMIN PROACT CONSTRUCTION LIMITS. CONTRACTOR SHALL SUBMIT IRRIGATION PLANS FOR ENTIRE SYSTEM TO
ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. PLANS SHALL INCLUDE A COMPLETE SEPARATION OF
SHRUB AND TURF AREAS. PLANS SMALL INCLUDE CONTROLLER. ALL SLEEVNG, ELECTRIC VALVES. HEADS LATERALS, MAINS.
DRIP LINES CONNECTIONS TO EWIPMCNT, RAW SENSOR, FREEZE SENSOR MO ALL OTHER COMPONENTS NECESSARY FOR A
WORKING IRRIGATION SYSTEM. ALL CONTROLLERS, VALVES AND HEADS TO BE MADE BY THE SAME MANUFACTURER. BACRFLOA
PREVENTOR TO BE PROVIDED BY CONTRACTOR AND SHALL CONFORM TO REQUIREMENTS OF LOCAL AUTH MITES. SEE
ELEC TRICA.L PLANS FOR LOCATION OF CONTROLLER BOX.
TOM #b: \ PRJR:I:.`E :Y:A' ON
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TFFll RFO RED I ERIE 201E 19 TREES (556.56 LF 20 LFJ ,A.pr ./
TREES PP'tMD[D. 25 TREES GREEN OR DECIDUOUS) Re P \
SHRUBS REOV AFO I LOIN TREE/SnxuB / 2p LF 2B SHPDA$ (SSA.Sfi LF / 1p L!) F f R 5 ILLL
SHRUBS PROVIDED. 76 SEUUS $ $, \
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10 'GO A - N N' M /1 A TREES PROVIDED. OINI'll 20 FGRC£N OREDEC(ID532.6
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1 AGOG LS1 BU PROPOSED WAREHOUSE/OFFICE tDD___ 6 PLOL
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x- 39 UDE UPPER LEVEL FFE. 3167.00 OO o \ a LMEG
upNT sop LOWER LEVEL FFE 3152.67 2 c s --
TO I 6 LA, 3 ut - - _ A
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4
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GENERAL PLANTING NOTES: ?PV 1 Ac c '? r-?j
J AMAR ? ` ?,9 - Q.?LT
T. SEE 1/L101 FOR PLANT SCHEDULE (PLANT NAMES OUAx11nE5. SlES.[fC) ? W?9 3
i
2 ANY DEVIATION FROM THESE PLANS MUST BE
5 EGIFlLALLY APPROVED Br LANDSCAPE AALHIFELi ` 91B J 1 1 ?/ / /
OR OWNER'S REPRE5ENIAUME AND ME WATERSHED ADMINISTRATOR.
13. NOTIFY LANDSCAPE ARCHITECT OF ANY SITE CONDITIONS VARCH MAY NECESSIAIE MOINFICA1WN TO MC
SHALL, PLAN, THE WATERSHEO ADMINISTRRATOR. IF NECESSARY, MAN[ 'Ix-FIELD 4WRICA IONS', UPON APPROVAL
BY
1. FEE WADING SHAM L CONSIST OF HAND RAKED SMOOTH. NEE OF DEEMS. ALL AREAS ICI
RECEIVE LANDSCAPE PE PLANTING AND/OR PINEST ESIRAW MULCH. IS' DOE/REAR TARO BUTTER \
TREES REPROUVIRDED :I TREES 30 LF = 28 TREES (fife 42 lF / 10 LF)
5. CONTRACTOR IS RESPONSIBLE FOR INSPECTION OR EXISTING CONDITIONS AND PROMPTLY REPORTING TREES PROVIOFO? 30 TREE (EVERGREEN DR Df L'IIXIIRIN) y
ANY DSCREPANCIES. CONTRACTOR TO PERFORM SOIL TESTS AS NECESSARY TO CONFORM TO SPECIFICATIONS. 5 TSCN
6. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND ANY DAMAGE HE IS RESPONSIBLE FOR ]Bxxr \? \ry
MAT MAY OCCUR TO EXISTING UTILITIES. /
7, MULCH ALL PLANTING BEDS WITH SHREDDED HARDWOOD MULCH TO A 3' DEPTH. L 'N 1AVM n. llG
11 H U4, PG. 1]9 5
YW
'TA
6. GOAL TRACTOR VERIFIES MAT ALL PLANT MATERIAL IS DETERMINED AVAILABLE AS SPECIFIED MEN BID/PROPOSAL \P ?IIBBaq
IS SUBMITTED
9 PLANT SCHEDULE WAS PREPARED FOR ESTIMATING PURPOSES, CONTRACTOR SNAG MANE OWN WANTTIf$
1A%(OF V51NL DRAWINGS TO DEICNMINE WANTIICS TO HIS SAIISFACION, REPORT NG PROMPTLY I
ANY DISCREPANCIES WHICH MAY AFFECT BIDDING. GRAPHIC REPNESENTAl- O PLANT SHALL SUPE 1DE II
WANRDES LISTED IN ME PLANT SCHEDULE (1/1,102)
10. ROOT TYPE MAY BE FREELY SUBSTITUTED IN CASE OF BALLED AND BUMAPPLD OR CONTAINER CROWN, _ ?Illlµ&
OTHER SPECIFICATIONS REMAINING UNCHANGED EXCEPT IN THE CASE O CONTAINER CROWN SPECIMEN l PSI / \ %% ' ' 6E II6
TREES AS INDICATED IN ME FREE PLANTING SCHEDULE, ?2 p ^
11. ALL PLANING BEDS TO REOEVE AN AMENDED SOL MIXTURE. SOL 4IX 91µL BE COMPOSED Cr 5 TSCN -,111?yHP '?
75S EXISTING SOIL AND 157. CFGANIC MATERIAL (OR APPROVED EQUAL) AND LOS SAND. SUPPLEMENT
SOIL MIX WN HIGHER CONCENTRATION OF NITROGEN.
12. LANDSCAPE CONTRACTOR TO APPLY A PRE-EMERGENT HERBICIDE. PREEN' OR EOUALTO ALL PLANT
BED AREAS.
13, IN ADDI ION TO THE SOIL MIXTURE, LANDSCAPE CONTRACTOR 1S NESPOMSIB,L FOR PROVIDING AND INSFAMI.C ANY
NECESSARY SOL AMENDMENTS AS IN-ATED BY SOIL TESTS. AS WELL AN, AN ADEQUATE DRAINAGE SYSTEM FOR PLANDNC AIDS .
LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR PRONGING AN 111-I SUITABLE FOR ME CROWN O HEALTHY PLANI MATERIAL
REFER TO PLANING DETAILS FOR INFORMATION ON PLANTING BED PREPANAUOIS.
14, xfN TTHHE INTENTOAD PURPOSE OF ESTA&IwINGDAA PERMAAU[xiO SBi D OF GRAS ssA GRASS SEED VIN ME
15. ALL PLANT MATERIAL MUST BE PLANTED IN CORRELATION WN NF APP-THATE GROWING SEASON OF INDIVIDUAL PLANT REQUIREMENTS,
SOME PERENNIALS MAY REQUIRE A SPRING PLANE- IN ORDER TO SURVIVE A FULL WINTER DORMANCY.
16. PROVIDE QUALITY, SIZE, GENUS, SPECIES AND VARIETY O EXTERIOR PLANTS NOCATEO, COMPLYING VITH APPLICABLE
REQUIREMENTS IN ANSI 260.1. AMERICAN STANDARD FOR NURSERY STOCK'
17. ALL PLANT MATERIAL AND WORKMANSHIP FO BE GUARANTEED FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE
OWNER PLANT REPLACEMENT TO OCCUR ONLY ONCE, EXCEPT FOR LOS IS OR REPLACEMENTS DUE TO FAILURE TO
GO PLY WTH REQUIREMENTS. REPLACEMENT PLANTS SHALL BE ESIALLLO N ACCORDANCE WN ME AEWIIREMENTS
OF MS OOCUMENI. THE CONTRACTOR KILL NOT BE RESPONSIBLE FOR OI IC IS RESULOIG FROM NEGLECT By ME
OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR IN(IONIS BEYOND THE LANDSCAPE CONTRACTOR'S
CONTROL. WHICH RESULT FROM NATURAL CAUSES.
3 Bxxr
A \ 1 Acoc
7 TIME
U.
1 CEAT
5 TSCN
II? 3 FURL
A
(
5 EUAL
HOMY G JOSEPHINE HARRISON
D.B. 132, PG. 869
-9 RME
-I CEAT
lti A.lra MW-?.aqq
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.IN?.rM.}..yMe•
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OCC
DISTRIBUTION
FACILITY
Watauga County,
North Carolina
). GAm61c?
DC V
dcv%1b
h
PLANTING PLAN
.? and
PLANTING &
IRRIGATION
y NOTirS
O
132.6984.00
mAUi.w 05/12/03 L101
I
PLANT SCHEDULE
KEY CITY COMMON NAME BOTANICAL NAME SIZE SPACING ROOT NOTES
AGOG 18 'Oct,?er Glary' Red Maple Ac.. IHOI- 'Olab., Gory' (16'-IB HT.) 3- CAL --- B & 8 Specimen; Single, 11r.i,11 1UHI
IX1RU 3 EDetem Aed Oak D.Nc., rubs 'Maim.' HT.) 3- CAL. --- B & B Sp.Hmen; 5;-". 51r.ignl bunt
CEAI 2 '81.e' Ada, C.BD, C.-,.Ll.n taco 'Gait.' 2 --- B & B FLO t. Ground
BNH1 21 'WVit.g.' River Birth Bell. niq.. 'Merit Ogi --- 8 & B Sp,-- Multi-trunk
PEAS 7 N.r..y Spruce Plc.. abie. Q --- B & 8 ---
TSCN 31 C.n.eim HemI.CL TIN,. c-d-., -- B & B Full TO Gamd
RISE II .4,1, Pine Pi- drub.. --- B & a Fm1 1. Ground
CECN 6 E-- Redbud Cer<, Anode,XS Fore,! Panay L -- B & B
1LAF It F.,ter Hdy Ie, A -- B & B
CRKS 17 K.... O.q...d C.-, k..,. Summer Stars -- B & B --
AMAR 9 Snvi"ta-y Am 1--i. OIDar.D PlIr- Wll.m' --- B & B --
ACPM 3 JaDane.e MDDIe Ater p.1-tum --- B & B Multi-Trunk, SDe<im.n
ILBU 5 free-form 8u.l.rd H.II, I.. corms la 'B.rlmaE --- B & B Multi-vunk, Tr<,-form; Specimen
PIJA 27 Mountain Fire' Andromed, Pium pp,nica 'M-tan Fire 21 -30" 6' O.C. Coral, ---
PLOL 73 Ott. Luy- L.... I P..n., LD.1-11,.1 Olt, Lu yken' 21"-30" 6' O.C. Coral. ---
FION 5 Boron F.r,Ani. F."Y'r.. , iHI-ea.. 30"-36" As Sti- C.n 1. ---
ILCC 100 'Cana.. Holy IIU corn.!. 'C.'i- I8'-24' 5' O.C. Con 1. ---
ILGL 16 Inkber.y Hotly Ilex glob.. 30"-36" --- Cont. ---
ILME 16 'B'.. H.Ty Ile. A Ties....,. 'Blue Princes; 18'-24' --- CO- ---
EUAL 23 Burning 8.,x EV.,yrnu, .Iowa 'Camp.,!,; 30'-36" --- C.n L. ---
BECP 22 'Crimson Pygmy' B.A...y BLII-6. Inunbergerii 'CHTi,.D Pygmy 18'-24' 3' O.C. CO., ---
NDFP 29 'R'.PO.ei Nandlna Nonallo d1-1611 'Firep..,I 12' 3' O.C. C.nl. ---
RHDO 10 RN.d.Oena- RTOO.dendr.n ca t..6ien,e 'N.w Zem blo 36'-12' --- C.n L. ---
JUDD 660 Parsons J.nper J-PeT., d-iea 'Pare,,'; 12'-I8' 5' D.C. Coral. ---
LMEC 538 'Ever...., Gm[ Lni.pe Li-pe muvcarii 'Evergreen Ci-' 8" 1B' 0.C C-1. ---
OSCI 35 CnF.-I, Fran O-B. cir.-r.. 12'-I8' 36' O.C. C.nl. ---
OREM 230 'SDV.r Mist M.- Cross Po?i,D.gon pp,nia.s 'Silver Mist --- B' O.C. i PDT ---
SCE 2,586 V fescue
MULCH H.rd...a M.Icb
PLANT SCHEDULE
NOi TO SCALE
- Y DEw'v -CM .RDUxD
PwIM(¢A TO COLLECT WATFA
- uUU1., AS .Tinto
-wADVAL wow To ORMN
ttM'TWC M(04M As NFONlb
FINISH WHOM[
T
' WF k7 - I: wDE call»y "v[n ? na
.,,WF sxn ? xs A,.?,
PLANT BED DETAIL
2 SCALE; Not to Scale
V TAPER MULCH TO TRUNK. 00 NOT PLACE
MULCH DIRECTLY AGAINST TRUNK.
TOP OF ROOT BALL TO BE 2' ABOVE FINISHED
2 PLY RUBBER HOSE GRADE. 00 NOT PLACE ADDITIONAL SGL ON . . . . . . . . . % TOP OF RDCT BALL.
16 GUA., DOUBLE S1RA10.
NYLON GUY V C LAYER OF MULCH
W APES.
(3 PER TREED HIGH WATER RING OUTSIDE OF BACKFILL.
MG TAPE - I PEP GUY
xtlOD STAKES
-15H CHAD[
PLANTING MIX
-TAP PREVIOUSLY ORSNA&D TAMP( SOILSEUNOEA BILL
177 7 ,T. TO MN MIZE SETTLEMENT.
,.
--REMOVE TOP 113 OF BURLAP FROM B&B TREES.
3 PLANTING DETAIL-MULTI STEM --- REMOVE TOP 2/3 OF WRE BASKET WHERE PRESENT.
TREE
NOT TO SCALE
'ACE
'ACE
1-1 /2 ACE
T-CAL PACING
ROW
STAG R PLANTS
M SPACING
IN CORNERS
MULCH
FI.11. O GRACE
PLANTING MIXTURE
(SEE SPECS)
L NOTE:
17' MIN. I- PLACE PLAN IS
SHO
6' MIN IN PRE ABED
+ - '_+... ...?,..,, BCD A AS 5 SHOWN
my 2. SPACING AS
SPECIFIED IN
PLANT USE
n GROUNDCOVER PLANTING
NOT TO SCALE

NOTE. APPLY HARDWOOD
IN A 6' DIAMETER WHERE
PROPOSED TREE PLANTINGS
OCCUR IN GRASS AREAS.
HARDWOOD MULCH
3 DEPTH MIN,
SMOOTH CONTINUOUSLY
CUT SOD EDGE
TYPICAL OVERSTORY TREE
SEE TYPICAL TREE PLANTING
DETAIL FOR TREE STAKING
IZC
P1_A1?
I ZO'
I"FN;L TREE STAKING DETAILS
AND PLACEMENT TO BE
APPROVED BY O MER.
2CONTRACIOR SHALL ASSURE
PERCOLATION OF ALL
PLANTING PITS PRIOR TO
INSTALLATION
-PROTECT TREE TRUNK WITH
BLACK RUBBER HOSE
- 10 AUCE BE WITH
GALVANIZED TURNBUCKLE
- 3' MIN OF HARDWOOD MULCH
5'eQ
= PCG SOD ON SLOPES
Of 3:1 OR GREATER
- FINISHED GRADE
- THREE 20 STAKES (30' LONG)
BURIED BELOW FINISH GRADE
-B&B DA CONTAINERIZED
(SEE PLANT SCHEDULE FOR
ROOT BALL REWIREMENTS)
- PREPARED PLANTING SOIL
AS SPECIFIED
- PLANTING DETAIL-SINGLE STEM TREE ON SLOPE
6 NOT TO SCALE
3' MINIMUM OF HARDWOOD MULCH
SOIL BERM TO HOLD WATER
EXCAVATE ENTIRE BED SPECIFIED
FOR LflOUNDCOVER PLANTING TO
A DEPTH OF 12'
FINISHED GRADE
J _ SCARIFY SIDES OF HOLE
L .(
\ TO O DEPTH MINIMUM
6 ^L B&B OR COx 7AxEA2ED -

I
I
? SEE PLANT SCHEDULE FOR
C
I
6' ROOT BALL RED REMENIS
(CUT AND REMOVE BURLAP
p, FROM TOP 113 OF ROOTBALL)
' PREPARED PLANTING SOIL
I-CONTRACTOR SHALL ASSURE PERGOLA ZION A5 SPECIFY O. NOTE. WHEN
IX All PLANTING PITS PRIOR 10 INSTALLAIION. CAWNDCOVERS AND SHRUBS
USED IN MASSES. ENTIRE BED
2.IN SEMI-IMPLRVDUS SAL CONDITIONS (AND FOR TO BE EXCAVATED TO RECEIVE
ALL AZALEA PLANTING) ROOTBALL ELEVATION PLANTING SOIL AND PLANT
SHALL BE .Z' ABOVE FINISH GRADE- COORDINATE MATERIAL
-H LANDSCAPE ARCHITECT PRIOR TO SETTING COMPACT PLANTING SOIL
ROOTBALL ELEVATIONS. BENEATH ROOTBALL
PLANTING DETAIL-SHRUB & GRO UNDCOVER
NOT TO SCALE
3' MINIMUM OR HARDWOOD MULCH
SGL BERM TO HOLD WATER
EXCAVATE ENTIRE BED SPECIFIED
FOR CROUNCCOVER PLANTING BED
TO A DEPTH CE 12'
FINISHED GRADE
PEG 500 ON SLOPES -J
EE? . iIF OF Y1 OR GREATER
SCARIFY SIDES OT HOLE
TO ' DEPTH MINIMUM
T m 1 P - BkB OR CONTA VIER ZED
(SEE PLANT
C
E O

OOT BALL RE
W
REMENTS)
R
?J ?h 11
l
I PREPARCO PLAxI xG sot
P
'
H yS

f As S
ECY
m. NOTE, mEN
OROUNDCOWFS AND SHRUBS

t341E5- a - I UscO IN MASSES. ENTIRE BED
TO BE acAVAT[D TD RECEIVE
1.CONTRACTOR SHAD .',111L PI I
e NON PtANUNC S®L 'NO PLANT
Of ALL PLANTING PIT{ PRIOR 10 IxSIAALA"ON- MATERIAL
COMPACT PLANORC SOL
21N SEMI-IMPE-GUS SOIL CONDITIONS. FOOTBALL
ELEVATION SHALL BE i2' ABOVE FINISH GRACE. BENEATH FOOTBALL
COORDINATE WITH LANDSCAPE ARCHITECT
PRIOR TO SETTING RODI9ALL ELEVATIONS.
PLANTING DETAIL-SHRUB & GRO UNDCOVER ON SLOP[
NOT TO SCALE
tz0
?iey
BLACK RUBBER
t 20' 120' HOSE
DOUBLE STRAND
12 LANCE VABE
NEI
!.FINAL TREE STAKING DETAILS
AND PLACEMENT TO BE
APPROVED BY OWNER.
2.CONTRAt TOR SHALL ASSURE
PERCOLATION OF ALL
PLANTING PITS PRIOR 10
INSTALLATION

- - 1)111 3.IN SEMI-IMPERVIOUS SOIL CON-
DITIONS. ROOTBALL SHALL BE
1 1 ABOVE FINISH GRADE.
Coo ATE WTR LANDSCAPE
ARC ITE
ARCHTECT PRIOR TO SETTING
ROD TIAL ELEVATIONS,
PROTECT TREE TRUNK WITH
BLACK RUBBER HOSE
DOUBLE STRAND 12 GAUGE WIRE
WITH ALVAN12[D NRNBUCNLE.
G

O AITAC
N WHITE PLASTIC FLAGS
OR ApPROWO WRAPPING
y 3' MIN. DF HARDWOOD MULCH
SOIL BERM TO HOLD WATER
_ THREE 2Ae STAKES (36' LONG)
BURIED BELOW FINISH GRADE
_ -i L HN 6HED GRADE
/

II y
?I1 ) T. ,
L B&B DR CONTAINERIZED -
II d??V xI SEE PLANT SCHEDULE FOR
R

T II
l ROOT BALL PCW R[MCNIS
l (CU ANO REMOVE
BuxIAP
l` I ?
I f FROM TOP 1/3 OF ROOTBALL)
„? 1?? % A E
III SCAR FY SIDES W HOLE
T01' DEPTH MINIMUM

IEII
I
I PREPARED PLANTING SOL

IIII II I
I II
I AS SPECIFIED
I
1- JII- COMPACT PLANING SOIL
BENEATH ROOT BALL
PLANTING DETAIL- SINGLE STEM TREE
9 NOT TO sC0.LE
•.1111 IA SAlI A..,ep
IIKA.:A?sAV?M
OCC
DISTRIBUTION
EACH=
Watauga County,
North Carolina
I. cMRwt
DC W
d-/kb
ry
Q -
PLANTING PLAN
and
LJ PLANTING &
IRRIGATION
2 NOTES
132.6984.00
105/12/031 L102
MULCH RING
NOT TO SCALE

-NTTY -
GNRA NO TFS /MAINTENANCE NOTES
A. NO ON-SITE BURIAL PIT WILL BE LOCATED ON MR LIE. CONTRACTOR RESPONSIBLE FOR PROPER
DISPOSAL O DEBRIS.
B. ANY CHADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE'S
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
C. OADING MORE THAN ONE ACRE WNOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
THE STATE'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
D. ALL EN"IION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. Arv
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT WILL
BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS
BEEN APPROXIMATELY SOX FILLED, DRAWL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 6' DEEP AT
ME FENCE. MC SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY 10 MAINTAIN A BARRIER,
F. PERMANENT GROUND COVER MUST BE ESTABLISHED WMIN ME PROPOSED DITCHES AND CHANNELS
ADDIDONAL MECHANICAL MEASURES WILL BE REWIRED IF AGEFAT1W COVER CAN NOT BE ESTABLISHED AS
PROPOSED.
G. PROVIDE STRAW ER09ON CONTROL BLANKET WITH BIODEGRADABLE NETTING k 0.5LBS/SOYD SERAW
FIBER ON ALL SLOPES MAT ARE 3'.1 OR STEEPER AND ARE NOT ALREADY SPECIFIED TO RECEIVE
MOTHER TYPE O BLANKET.
H. STABILIZATION 15 THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPEOALLY WHEN SPECIFICALLY REWIRED
AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
1. AD DITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REWIRED BY A REPRESENTATIVE
O THE STATE.
J. APPROVAL OF NIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF-SITE CRADIN . PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
K CRADING O THE PROJECT SITE WILL REWIRE OF-SIR DISPOSAL OF EXCESS EARIHERN MATERIAL. THE
CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF THE EXCESS MATERIAL TO A PERMITTED AND WATAUGA
COUNTY APPROVED DISPOSAL FACILITY,
L NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS OR CONSTRUCTION TRAFFIC IS
ALLOWED WMIN ME STREAM BUFFER. CONSTRUCTION OF ME STREAM. CROSSING SMALL NOT BE INITIATED
UNTIL THE REWIRED USCCE NATIONWIDE PERMIT, STATE WATER QUALITY PERMIT AND WATAUGA COUNTY
APPROVAL HAS BEEN OBIAINEO.

ROBERT FLANIGAN
B.R. 233. PG. 234 C V
TBM #L•
PEPoAANBTT EEIDNO SCF?AE
SURFACE PREPARAi1On
FINE GRADE AREA CO BE SEEDED AND TIGHT DISK
OR RAKE TOP 6' OF SQL. REMOVE ALL CONSTRUCTION
OEBR S ROOT MARK AA,
ROCKS AND, STONES LARGER THAN 1".
SEEDING MIXTURE
SvfLCS RATE (LB/ACRE)
IALL FESCUE AD
KOBE LCSPEOEZA 10
KOREAN LESPEDEZA COMMON BERMUDA LS
S®M DATES
POSSIBLE
µL'. UG. 15-YPi.15
BEST UG 20-OCT.15
R WINTER FES15-MAR.21
FEB. -AYR 15
FALLS THE BEST FOR FALL FESCUE AND LAM WN TR FOR
LESPEOEIA. OVIERSEEDNG OF KOBE LESPEOEZA OAR FAT-SEEDED
TALL FESCUE S WRY EFFECTIVE. USE UNHULLED BERMUDA GRASS
SEED IN FALL.
NURSE CROP
BETWEEN MAY AND AUC15AM OMB/AC. MILLE
OR 151 VAAAYMA OR AFTER AUG 5/ADD OLB/A1CSgDYER10R TO
(GRAN)
SOIL. AABO1,113NEI9
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY 4000 LS /ACRE GROUND AGRICULTURAL
LMESTONE AND 1000 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000-5.0010 LB/ACRE GRAN STRAW DA
EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING
MATERIAL ANCHOR STRAW BY TACKING WN
ASPHALT NETTIrvc OR A MULCH ANCHORING
TOOL, A DISK YAM BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
RERRRIZE N THE SECOND YEAR UNLESS GROWN
S FULLY ADEWATE MOW GRASS AS NEEDED
TO MAINTAIN HEAT OF 4•.
RESEED. REFERTLZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE
FIESCIE NIX
SURFACE PREPARATION
FIN E GRADE AREA TO BE SEEDED AND UWRT DISK
OR RAKE TOP 6' OF SOIL. REMOVE ALL CONSTRUCTION DEBRIS
ROOT MATERIAL ROCKS AND STONES LARGER NAN 1'.
SEEDING MIXTURE
SPECIES RATE (LB/IDWSFT)
REBEL TALL FESCUE 5
SEEDING DATES
BEST: AUG.25-OCT. 25
POSSIBLE. FEB.-APR.15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING
MUST BE DONE AT THIS TIME. ADD AOLB / AC OF
AYE GRASS.
SOL AMENDMENTS
FOLLOW RECOMMENDA TONS OF SOL TESTS OR
APPLY 4,000 La /ACRE GROUND AGRICULTURAL
LIMESTONE AND 1000 LB/ACRE 10-10-10
FERTILIZER.
MACH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TAO(NC WITH ASPHALT, NETTING. OR A MULCH
ANCHORNG TOOL. A DSK WN BLADES SET
NEARLY 5NAIGHI CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERFUZE IF CROWN IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
\ ?'I[ARPORFIP [fuFRLg60TCP'. /E x ?
SEE pE ESL} 70 ? API'] I 5
.fA! .' / 1RWB0
?/ r I 1 OR APPR TED-EWAI
IEMPMA Y
• / / 6l .PIN FELL pp \ 1 I? SIOCPORILE 1' P J
wA ? Y . ? V ?SFW,.. ?Mq, ? Y
AK11 ELY. ]Itlm
EDN? SC FDULE
SEED NG M xFJRE
SEEGFS RAM(LB/ACRE)
GERMAN MILLET 4o
IN FEE PIEDMONT AND MWNT4NS, A SMALL-STEMMED
SUNOANGRASS MAY BE suesnTUTED AT A RATE OF 50
LB/ACRE.
SEgNO DATES
PIEDMONT-MAY I AUG 15
9OL Ak*i? B
FOLLOW RECOMMENDATIONS OF SOL TESTS OR APPLY
2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
705 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY A,OOD LB/ACRE STRAW, ANCHOR STRAW BY
TACKING MN ASPHALT NETTING OR A MULCH
ANCHORING TOOL A DISK WITH BODES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
PEFEFNUZ(F GROWN IS NOT FULLY ADEWAM.
RESEED, REFERPUZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
LATE WINTER/EARLY SPRM
SEEDM NIXTME
SPECIES RATE (LB/ACAS)
RYE (OR..) ZO OMIT ANNUAL
LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND AJNE.
9EEDIY3 DATES
PIEDMONT-JAN. - MAY I
SOIL AMENDMENTS
FOLLOW RECOMMENOATIO•IS O 5OIL TESTS OR APPLY 7,000
LR/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB/ACHE 10-10-10 FERTILIZER.
APPLY 4,000 LB/ACRE STRAW ANCHOR SERAW BY TACKLING
MULCH
WN ASPHALT, NETTING, OR A MULCH ANGHORING 1001. A
DISK WIN BLADES SET NEARLY SNAGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENA) CE
REFERTIUZE IF GROWN IS NOT FULLY ADEQUATE. RESEED,
REFER NLIZE AND MULCH IMMEDIATLY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SILT FENCE
SEE DETAIL 4/C703
ROBERT FLANIGAN ftUPO•, \ /,
B.R. 505. PC. 020\Q,5 '
SWAN
Mp Y?
p
corisTRycnoN
L1ICO} TI
j 66 \
\J16N
I1 ? \
TIM #2-
/
<rte a SvN \ . ...
II,
N Mise] ! »Ie.N N1R1 [MY• RN.if
xKEI BFV,. -I, I,
/ D
ILI
3156 ?\\y ? \ \
\\? \
v?
RLTPP AP DINED
5'Nt 5'L.iO'D
IP RAP \\ \ \47 -.
IN F
o.
T MPORAR DIVEFSIO ITCH
\?,\ \
. 5 f DETAIN 5 3. '\'.,•\ \ \ `\\. \
\
Y / V \\FO ? u
/ ?
v?v v?`vvv? ?e6

SWALE
1
PROPOSED WAREHOUS,,E/OFFICE
'
UPPER LEVEL FFE 3167.00
LOWER LEVEL FFE: 315.67

TEMPORARY DIVERSION DITCH
SEE DETAIL 5/[701
TEM
ERSR N BERM/DITCH
g
P
L i
DEI
S E
I
C
EROSION CONTROL
BLANKET
TEMPORARY CONSTRUCTION ENTRANCE
® SEE DETAIL 1/C703
TEMPORARY STONE CHECK DAM
SEE DETAIL 5/[703.

- FPS - TREE PROTECTION BARRICADE
SEE DETAIL 6/(703
- - LIMIT OF DISTURBED AREA
TOTAL DISTURBED AREA - 23.58 AC
TEMPORARY SILT FENCE
SEE DETAIL 4/C703.
f \ op, =Low 1.rFnTIllt. t ANl ' Atl a CI
BASU SZE 601.20 W(AVG.).25D
STORACE A 6 R QUILETONDEO 4260 OF
AE
// \ Y \ \ BGTTOF OP BASIN • 3118,00
TOP\OF BERM • 315700
SEE UP - 3 C703
??? \ TEM ORARY STONE CHECK
y .? DAM(S) (TYIP SEC DETAIL 5/C703
VK. \\
Ja u?
TUNS' ?/' ? \ TIP \.
n t
J' E STRUM' L;\ \ \
LIFTER D s1UNBANCE LL
(36.4 MAX. ALLOWABLE) wL k\

A
W670
3 ?T?POR ?v
AIL SILT FENCE \
8\
\ ii?FO \ \? _ /, SEE DCIU 4/C70.1 P+
)OJ - • - \\/ r/ 36 A lF CUSS
D. N \ \
IV-PA STREAM
III- x1OIlUV•nJ \-? -
A I ¢ \
ALL 1?1
.A? \ j\ ?..pF/ 14 P N X
\
vZ / / VP SEEOEF?LE061"C3 NGAD 4 h >
"lL?Fx ?/ FOR RY SEO ENI BASIN Imo[. T!, ( P
\,\ \ J OR1I ANA O.BS AC
REWIRED SEDIMENT STRAA E
Y H (leco GFND)(D es -1SJD
\ \ B LN SITE 13L II Ac)
00x1.50 @ \
STORAGE PflO VIOLD 1911 CF
\` X WOTH-OP'WEER g1 R.ET 6 ..._. I i.
\ry BOTTOM OF BASIN 3 69 W ' /x
11
TOP OFSPILLWAY 1161 56 3
'.. 4dfalFTl T ., TOP OF BEAM 176)BO `•
?T N, \ SEC DE TAK S/C701 I •R \.
xAl a1Y mM ` ?8'$

EOL8!(:E
CONSTRICTION F \ `

...• . \
/L

\ .. I
RDMY D& R. HARRISON

FI?? DR. 131, PG. 869

1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS
;;
AFTER NO UPON
1J. SIABILIZATON O SITE SURFACE AREAS AND UPON APPROVAL OF WATAUGA COUNTY
A OF WAi0.UL4 COUNTY

\ \

\. 1 \
\
fJ)

1. CONTACT THE WATAUGA COUNTY R
E PLANNING AND
TICN'.
Y PIT BE 1CR
DEPARTMENT OF PLINNING AND INSPECSTR ION ITEMPORARR1Y BASIN 11 -0

COMPLETE GRADING AND O
Y
UC CONSTRUCTION . TADUZE ALL SURFACES MMEOIA IEtr
.-

\ ?', \

\

\
AD
-804
TO INFORM THAT CONSTRUCTION IS S READY 70 10 BEGIN AT (BIB) ) 2 1655-8043 IIY
ONTRU
UYPOV CCMPLEI10x O DRIRIAVEWAY <ONSTPIJGTICN, SUPPLEUENI ExISTING IMPORART SILT
FENCING ALONG THE STREAM BUFFER WRING DRIVEWAY LGNSIRUCTI.H
?
' \\
\ \ I
N
?
3
INSTALL EROSION CONTROLS INCLUDING DIVERSION BERM
TEMPORARY SWALLS .
\
r \ \
`` \ \ yyy
.
.
SEDIMENT (RAPS, CONSTRUCTION ENTRANCE, ETC. 14. INSTALL ALL LANDSCAPING '-
\ \ 1
I\

4. CLEAR AND CHUB SITE STOCKPILE TOPSOIL, PROVIDE TEMPORARY SEEDING 1A n1
15. COMPLETE ALL CONSTRUCTION WITHIN PROJECT LIMITS
\ 1 M
I ``
STOCKPILE 001 MIN IS WOANNC DAYS FOLLOWxC COMPLETION O STOCKPILE
16. EROSION CONTROL FFECIE ME N5 ASURES CON(BASINS SEDIMENT a[ FENCES 0 EO O ACHES. F'c. \ )\ l?l
RACT [D VI R EMOVED UI OER
\ . 1E. v \T 1T1 W
5. ROUGH GRADE SITE. WIN EXCEPTION O AREA WTHN TEMPORARY SEDIMENT IIAnNS. iHR DIRECTLYCONIRAC. DEVICES SMALL B[ACI SHALL a ED xTA fD TM O MAX ANTA . NED/ O/ 50>. CAPAC TY UNIT
MAINTAIN SURFACE DRAINAGE TO BASINS WIN TEMPORARY DIVERSION OITCH(T,) AREAS THEY SERA ARE FULLY STABILIZED. • \ 1 1_?1
6. INSTALL RETAINING WALL SYSTEM WIN EXCEPTION OF WALLS LOCATED WIH.N N NPORARY 17. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS NOT COVERED BY
SEDIMENT BASIN 12 AND WAILS LOCATED WITHIN THE STREAM BUFFER. BUILDING, PAVING. OR OTHER LANDSCAPED AREAS. Q
7. CONSTRUCT BUILDING 18. CONTACT DESIGN ENGINEER AND WAIAUGA COUNTY FOR PERMISSION 70 REMOVE RIMAINUUG !lIp 05/11/03 REVISION NOTE:
EROSION CONTROL DEVICES. 1 THIS OW4 HIPPESENIS A WNDLESALE
MODIFI
O OIN OF NE AID SET
8. INSTALL ALL UNDERGROUND UBIITIES AND PROVIDE INLET AND OUTLET PROW IIIN DEVICES, 19. REMOVE ALL ENDSPON CONTROL DEVICES INCLUDING ACCUMULATED SEDIMENT AND ER
THE
PERMANENTLY STABILIZE. / EROSIO N C CONTR OLPUN.
I?
9. INSTALL ALL PANTO SURFACES. CONTRACTOR IS ADVISED TO R
20. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE MIN THE N.C. All ASPECTS OF THE AEnSCO PUN. VJ
REVIEW
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. NICINDCANI CHANGES CO THE PLAN
10. "ROUGHEN SURFACE IX SLOPES WIN EQUIPMENT AS SLOPES ARE PREPAR111 HI UNSHED OF AGRICULTURE. AND THE SCS. INCLUDE; R LOCATION OF TEMPORARY
CHAD[ STABILIZE W/ SEEDING IMMEDIATELY STOCKPILE AREA ADDITION O
21. DUGENILY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES EROSION CONTROL FABRIC IN SWAIES -1
11. STABILIZE Si tWf'. W1H 5[[DNG WMIN IS W)RNIN4 G- OR JO EALInDAn HA• . S(E0 AND STRUCTURES TO MINIMIZE ER09nN. MAMAIN CLOSE CONTACT WITH N[ AND MODIFICATION OF THE. EROSION 17
ALL DISTURRIIO -1 Ac IN APPROPRIATE SEED MKTURE AT ALL AREAS W _ I NOT NCDxR/LO SO THAI '_D IC NSPECIIONS CAN BE CONDUCTED AT APPROPRIATE CONTROL CONSTRUCTION EWE CE.
/r
RE PAW:D, GIr A•11 I., DR ONERWSC UNDER CONSDICIT10N MNIN ) TALI •...M +'S STAGES OF CONSTRUCTION. O
AFTER FINI I.u : [W[PATIONS ARE COMPLETE, SEC SEEDING Stl+[OU1T +•I'1.
NATE h DAHL Arv? 22. ESTIMATED TIME BEEN( FINAL STABILIZATION ----- B MONKS.
12, AFTER STA81UZAmON IX SITE SURFACE AREAS AND UPON APPROVAL O WAIA.- I.OUNTY
DEPARTMENT O 1-111D AND INSPECTIONS, REMOVE TEMPORARY BASIN 12 TRH
tOMPLErt OIAONG AND RETAINING WALL CONSTRUCTION. STABILIZE ALL "I A' I'.
INNEDIA I(LY N'OR COMPLETION O WAIT CONSTRUCTION. SUPPLEMENT EX131M1(.
RMPORAxY 911 FI NCIN4 ALONG NE SCREAM BUFFER DURING WALL CONSI-1, I,N
60

CONCRE FE WALK W/ BROOM
FINISH, 6.6.10-10
REINFORCEMENT, (1
FINISH GRACE, (TYF
COMPACTED
DURCHADE, (TYP)
ur?AR?Eir1
ATYPICAL SECTION OF CONCRETE WALK
v SCALE: I" = I'-0"
JON SAW-GUI ALL JOINTS.
TERVAL OF TINTS EQUAL TO
A10TH OF SIDEWALK, (IM),
TEE SITE LAYOUT PLANS FOR
LOCATIONS OF JOINTS
CONCRETE WAIK, POINT. W/?
6,6, 10-ID WWM
BBOOM FINISH, (MJ
:OMPACTED SUBGRADE, (TYP)
QC ONCRETE WALK CONTROL JOINT
E: 1 I/2' = 1'-C
BACKER ROD (STRAICNT HINTS ONLY)
PREFORMED FIBER EXPANSION JOINT
PJOINTS ONLY) SEE LAYOUT PLANS
JgNT SEALANT/CAULN OR LOCATON AND PROMtDE EXPANSION
? JOINT AT LOCATIONS KISADJACENT TO ALL
EDNL CONCPET[
!/1'A (IOU) -1
=-I IL-1K-M 1
COMPACTED SDB4AA0[
3 TYPICAL EXPANSION JOINT
SCALE: 1-I/2" = Y-0"

- CA.B.C., (NODDY)
CWPACTED SUBGRAOE
-6 ' CONCRETE
PAD
B3 NEBIA, 12- O.C
BOTH D1REc00x5 (TYP)
COMPACTED AGGREGATE
BASE
FINISHED GRACE,
(IN)
COMPACTED SUBGRAOE
(IYP)
CONCRETE ELECTRICAL TRANSFORMER PAD
SCALE'.
TURN DOWN CONCRETE WALK
1/2R TOOLED EDGE, (TYR)
/-RHSJRFAGC COHSE
- ? -RIDER COURSE
C.AB.C.
- COMPACTED
weGRADE(TYP)
`n HEAVY DUTY ASPHALT PAVING
SCALE: 1. - 1'
LIGHT BROOM FIN15H
- CONTROL HINT TOOLED JBNT 0
15'-0' 0.C MAX, IN GRID PATTERN
JOINT TO BE 315' . 1-1/2' DEEP W/
WATERPROOF SEALANT, (TYP)
CDN6TRUCTION JUWT, IF USED.
INSTALL 5/6•. SMOOTH STEEL DOWELS,
18' OC.. 3'-0' LANG, CREASE ONE SIDE
OF STEEL AND SEAL AS DESCRIBED FOR
EXPANSION JOINTS ABOE
4000 PS CONCRETE 0 28 DAYS,
REINF. W/ 8.6, 2.9-2.9 WW..., (TNP)
CURB OR WALK, (TIP)
E. (FIT I`
?ARIES
EC 0 [I IT..) ter.
PAWNG
TYPICAL ELEVATION OF ACCESSIBLE CONCRI'r WALK

1* 'El
SCE SHEET
C301
103 SLOPE
IAANS0'TION
nusx
TYPICAL PLAN OF ACCESSIBLE - CONCRETE WALK
OACCESSIBLE WALK ? RAMP
SCALE: T/4" = I'
CONCRETE WALK,
BROOM FINISH I
uR SOPS PERPENDICULAR TO
TRAFFIC FLOW, (TYP)
PANNG/PAAKNG
AREA
v B . B P057 5'-0' GO, TYP.
M FEB.
i7P
6 1 I/}' CNAMFER 6•
0 0
- oo ?1
o 0 o
5'-0' O.C. CONCRETE WALK BROOM FINSH
(TYP) P[RPENNCULAN 10 ?TA
TRAFFIC FLOW, (TVP)
r
-316' EXPANSION JCMI, ( 1\
MP's -DACE 15-0. O.C. (Tn) !10
rc Np.? Wtj `+
3/e' CONTROL D G. Jam, 1 1 Y
SPACE s' --D0- ' Dc., (Tm) !+D
TYPICAL PLAN OF WALK
TURNDOWN CONCRETE WALK - PLAN
SCALE 1/4" = I'
1B?MA A'.II' ACCESSIBLE SGNS (R)-B I N -I) -TE: P-1 IR?A a cC B11
SLL B[ 1G- AT P FEET FRDN WAG[ TO DAIS O Wx11E PANT
80,
rTOM EDGE ' OF SON R FACE O I111T 11 MawlwG xT
A F R 111T 11 NIACIED
w _
R[A mLw AN. CO FACE IN
WHICH PEDESTRIANS ME No x01 OvfCRO TO
USF, .A
2, NIFER '0
GE SPONTTIBN N AND x0A1A UD NORM FOu?c coxnn a
iRANENENT OF RWNA
[fPAPMI O iRAxBPWTAIW 6UVPlFM[NI.
3.IFACCESSBLC RWiC IS A RAISED SX AREA, 4 -B
5µN RAPP$ ARE I[-RED AT LOADING ZONE AREA.
HANDICAP SYMBOL a
SEE PLAN FOR DEL-EON O SON CGMPOSTION
MR ON EDGE OF WA
P.,xrtp
uxES/SrvBas 0 C 6
A uu1B
4 d
B B ( B L 6 E5 B A).Ap
x- D??I
VAx SPACE 6. SPACE
SPACE SEE PUN
PLAN
ACCESSIBLE PARKING LAYOUT & SI(INAGE
SCALE: I' = 1'-0"
ASPHALT
CONCI
(]GOD
PLAN
la' LCNC N RESAR
FINISH GRADE ANCNCP. EMBED V BELOW
TO OF WHEEL STOP
CONCRETE WHEEL-STOP
B
SECTION
n CONCRETE WHEEL STOP r
I L SCALE: 1" - I'
METAL GUARDRAIL AT
LOADINC DOCK
1 I'. ALUMINUM RAIL A POST.
ALL JOINTS 10 BE WELDED AND
GROUND SMOOTH. HAND AILTO BE

OB PRONDED ON BOTx SIDES
or STUBS, (TYP)
PASSENGER LOADING STEEL ANCHOR FLANGE -
TONE SET POST IN NON-SHRINK GROUT

-se¢
A[SLq c[D PAANIxC SIGN
+ N?w?-vuv RI-e?
E ASPHALT PANNG
- O SIGN A_

0 ' SON A7-6D
1
FNI[HFD WADE Q
II-I DEEP .1

IDOTNG
ITr IN wM
CONCRE
13
'

SIGN POST SCALE I
_
1' NOTCH IN POST, RP.
3O CHAMFER POST
6 . 1E CDNT. FAIRER RAILING
X) 1- GALV ODIC HEAD BOLT 0
.u,H POST WITH WASHER AND NMIS
I . 6 POSY 0 V-0• DC.
SLOPE TO DRAIN
I5% COMPACTED 5UBGRAGE
WOOD GUARD RAIL - ELEVATION
SCALE: I" = -0"
6'-0. 0 C.?y
f (TYP) %---f
DOUBLE SWNC CAME
(1) 1 EACH POST *1DOME 1 11SFE1 AN.-TI
FINISHED CRAG[
r FINISHED GRAD[
XI
u...l.....?.^/ -- Y57 STONE. TYP,
1
-b,- FILTER FABRIC, TYP.
-___ ------
COMPACTED SUBCRADE
STONE DRAINAGE CHANNEL
SCALP. T/2" - Y 0"
.19
T RAYNC 6
NO
- EDGE OF
LOADING DOCK
AGGREGATE BASE. (TYR)
CONCRETE STAIR, REINS. W/
6,1
AEFCR 10 GRADING PLANS
FOR NUMBER OF RISERS
FOR EACH SET OF STAIRS
CO PLACED SUBCRADE, (Tq
6.6 POST
f In• SPACING (EDBAL, lYP)
1.8.6' SCREENING BOARD (iW)
2.8 RAIL
NOME ALL I. SCREENNO BOARDS 10 BE IA'.
PLACED AT I I/7' APART, EDGE TD EDGE
WOOD SCREEN FENCE - PLAN
j1* BCWYL III*
6.6 POST
ROUT POST 3/4' WIDE A 3/4' DEEP
2.4 FENCE CAF, ROUT ENDS TO
ACCCOMMGDATE ANGLE IRON, (TYP)
MIA TRIM, (TYP)
2.5 RAIL, ATTACH WIN ANGLE IRONS O
BON ENDS, TOP AND BOTTOM, (TYP)
ANGLE IRON, ATTACH WIN! MOD
SCREWS. BON WAYS, (M)
IIBA6' SCREEN' NO 3`ARDS, (TYP)
4' DIA. STEEL. PIPE. RILL WITH
CONCRETE AND RWNO OFF TOP,
PAINT PIPE YELLOW
HEAVY-DUTY CONCRETE
SLOPE FOOTING FOR DRAINAGE
CONCRETE FOOTING
40MP.ACTED SUIGRADE
NO[LS.
Y -II L ALL WON SHALL BE PRESSURE
REA LEO. LP 12 OR CREATER
E 1.TENC[ COW 10 BE APPROVED
BY OWNERS REPRESNTATIME
PRIOR TO PAINTING. ALL WOOD
uENEIFS .- AECEIME 2 COATS
kk EXTERIOR GRADE STAw/CODR
TO MATCH BLDG
III ALL FASTNERB AND HARDWARE
_ SN BE E CµVANIZEO OR
IllCElkit2 ? A C D B IA
4. ALL UP ANTS TO BE GLUED AND
CONNECTED WN COUNTER SINK
BOLTS AND NUTS.
S. PROICE I CANE BOLT w/ SLEEW: PER
DATE TO BE HID IN OPEN POSITION
..Iluh4nll u,F
{Id D:rgilAnMAwIE.WWW ri
w .yF•wNfWMI.;f
arupSWJJ.A
"FdpUArl6
OCC
DISTRIBUTION
FACILITY
Watauga County,
North Carolina
J. G.m6k
oc mN?,
aG?jLe
W
h SITE DETAUS
U
^i
? 132,6984.00
05/12/03 C701
HEAVY DUTY CONCRETE
v SCALE: I"
a WOOD DUMPSTER SCREEN
SCALE: NOT TO SCALE
&WOOD GUARD RAIL - SECTION
v SCALE: 1" = 1'-0"
16
too'
PUBLIC STREET
` FILTER FABRIC UNDER STONE
EXISTING ?
GNOUND
L VARIES -SEE PLANS PUBLIC STREET
A STABILIZED ENTRANCE PAD OF ABC STONE OR RAILROAD
BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL LEAVE OR ENTER
THE CONSTRUCTION SITE ONTO A PUBLIC ROAD.
2 FILnA FABRIC OR CRUSHER RUN MAY BE USED AS A BASE COURSE
FOR THE CONSTRUCTION ENTRANCE.
B. NE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PAEK T TRACKNG OR FLOWING OF SEGMENT ONTO PU8LC STREETS
CF ELSTI NC PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING
WTH ADD TIONAL STONE AS CONp T DNS WARRANT AND REPAIR OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
A ANY SEDIMENT SPILLED DROPPED. WASHED, OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
S WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUBLIC STREET.
0TEM SCALEPOiRARSY CONSTRUCTION ENTRANCE
I : N. . .
B MAX.?
N. 1$ I/3 GA.
INRRMfDIAFF WIRES
x.ll IIAHA IIH x.I
HI Ax Aw
MIN. O ONE
WRES G tvrM? 4 Arm
{W Lti,.W C..WA. iY
I TT?YFYdI/Ayfw
I
tLLYAITION 11 11000E
-'Y STEEL OR CDIA. PINE POST ?1111 ??????D0a
7 WIRE FABRIC F-74 F7 - F-1 'L S, L
SAFETY ICRIO EDR AAPPAOVED POLYGRID
,- OIiFA FABRIC (]]' WIDTH) 4 SOUApx WQOpRORYSTFEt CPDSTSO
FlL ?? YB . El El 00
11 El ????0?DEl 0[1
D D[El??D???EM0?0
GROUND LINE
___ III I?-III- I III III-III _I_i
I I III-I 1= I-III-III-III-I I_I I _
R I III-III-III-III-III ` ?}?
g ?- ---I w00D DR STEEL POST
ANCHOR SKIRT WITH STONE IYP
BEC"(2? -1 I -'' -1 I
I I
(iBkHAL NOTES MARNITENANCE NOTE5 I; I
I. FENCE FABFIC ',HALL BE A MINIMUM OF 52' IN -111 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFFER EACH

AND SHALL HAN A MINIMUM OF S LINE WIRES WIN 4
SPACING.
RAINFALL ANO AT LEAST DAILY DURING PROLONGED RAINFALL ANY
REWIRED REPAIRS SHALL BE MADE IMMEDIATELY. T
TREE PROTEC ION BARRICADE
2. FILTER FABRIC WALL BE MIRAFI tA0 FABRIC OR 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO SE.A,E: N.T.S.
E(AIIVAIENT. THE ENO OF THE EXPECTED USABLE LIFE AND THE BARRIER SITU
BE NECESSARY. THE FABRIC SHALL BE REPLACED PROMPTLY.
5. BURLAP C-IT RE USED WHERE SILT FENCE IS TO xI M.?x
FOR A PERIOD of MORE THAN 30 DAYS }, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM
.

1. STEEL ROST STALL BE 5' IN HEIGHT AND BE OF THE VHIH EVENT AND WHEN THEY DEPOSITS REACH APPROXIMATELY HALF THE
HEIGHT OF THE BARRIER.
FASTENER ANGL STEEL TYPE. A. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SET
FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE
5. WOW POST SHALL BE 6' IN HEIGHT AND A' IN GIANT II ?. DRESSED TO CONFORM WITH THE EXISTING GRADE. PREPARED AND
SEEDED.
6. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST W N?
NOT LESS THAN Y9 WRE STAPLES 11/2' LONG.
TEMPORARY SILT [UNCE
4 SCALE: N.T.S.
OCC
DISTRIBUTION
FACRATY
Flow s Watauga County,
1'-6' M . North Cuolina
NIP Ww IT. sWw STORAGE
$
G
r
SILT FENCE
R
SHIT FENCE
I GWnblc
R.S Sullol 6TXR14
Or. wr nAxL - f
YC'- 5
sHaA
' DC Wlnc
aslw?s iiYE4wMaoj \ N S -r; t Y yP 0
7;7kb

Tun
""
`?
IN DITCH AREA
INSLj lENGE ARfA MmPVwArtxurrl FIRM
X SECfIIXR THROUG wHI Ru
H BASIN AND Fit LEA
A
YA` e'er PoPRAP, 4G-150 LBS.
o 12' LAYER OF 05 STONE

fu- aF FFn¢
u
FILTER FABRIC ? qoC
?
?w
\ j? l (9' MIN BASIN ll)

'
P IOU ]
4p S K
?
f rv

l / FAA

M

A
/ , -PAP-x.P wxa
Sscsya mows.--? (6
IN. BASH NZ) A
Po
? IOW ?

A
a a.
W
/ / /
BFR4 _ _ 1
?
ORCr D 1Y UAFR OF AS STONE

W? a ALL ry
/ CIO 6 -10 SIONF _
a0« GDON
SEDIMENT &

CWPILnDx It xslulAnpx 4

R-R

k
=
EROSION

TO
u A
U rs G Issrw9m nF
1
''-
.,: _ I. STORE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTRNC AROUND E
E CONTROL

Z (T' uIN. BASH AI(
'
DG
S HERE REQUIRED.
Z. SET SPACING BETWEEN DAMS TO ASSURE THAT THE TOP OF THE LOWER
DAU IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM WHERE REQUIRED

r- ?T
DETAILS
Z?s
(A
MIN. BASIN YZ) .
RJ

TEMPORARY
SEDIMENT BASIN
E ENATIQN DE BERM AND FILTER 7. PLACE STONE ON FILTER FABRIC. R
3 SCALE: N.T.S. 132.6984.00
5 STONE CHECK DAM
SCALE: N.T.S.
05/12/07
0102
TEMPORARY DIVERSION DITCH
SCALE, N.T.S.

LITTLE
DIVERSIFIED ARCHITECTURAL CQNSIJLTING
JUN 2003
R"' IT Y , T10.tj
0,90683 Letter of Transmittal
From:
Little Diversified Architectural Consulting
5815 Westpark Drive Date:
06/05/03 Job Number:
132.6984.00
Charlotte, NC 28217 Attention: Mr. John Dorne
To: NC Division of Water Quality Re: PCN Application Form, Section 404 Permit
401 Wetlands Unit OCC Distribution Facility
1650 Mail Service Center Watauga County, NC
Raleigh, NC 27699-1650
WE ARE SENDING YOU:
® Attached ? Under separate cover via the following items:
? Shop Drawings ? Prints ? Samples ? Specifications
? Copy of Letter ? Change Order ® Other Forms and Supporting Data
Copies Date Number Description Action Req'd
1 06/03/03 Completed PCN Application Form y
1 04/24/03 C-SK1 Site Location Map, Boone, NC - UsGS Quad
1 05/15/03 Approved Watauga Co. Watershed Protection Permit
1 05/16/03 Approved Watauga Co. Grading Permit
1 05/12/03 Storm Drainage Calculations
1 06/04/02 02081-1 Site Boundary & Topographic Survey 11 "x17"
1 05/12/03 Site Construction Dwgs; C201-C702, L101& L102
11 "x17"
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ? Approved as submitted
® For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ? Not marked
? For bids due
REMARKS:
? Resubmit _ copies for approval
? Submit _ copies for distribution
? Return - corrected prints
? Prints returned after loan to us
Enclosed is a courtesy copy of the Nationwide #39, 404 Permit Application submitted to the USACOE. Please note that the
project will disturb approximately 36 If (0.04 ac) of the 25' stream buffer and will not permanently disturbed any additional
streambed. Please also note that Watauga County has issued a Watershed Protection Permit for the site. Call if you have
any questions or need any additional information (704-561-3468).
COPY TO
John Hendricks - USCOE
Hugh Elder - Samaritan's Purse Printed Name: Ted Sanchez Jr,
Jason Waddingham - Vannoy Email: tsanchez@littlee
Rob Richardson - Little
If enclosures are not as noted, please notify us.
L7,nd Development

LITT LE'
DIVERSIIED ITAL SU
..
Letter of Transmittal
From:
Little Diversified Architectural Consulting
5815 Westpark Drive Date:
06/05/03 Job Number:
132.6984.00
Charlotte, NC 28217 Attention: Mr. John Hendricks
To: Ashville Regulatory Field Office Re: PCN Application Form, Section 404 Permit
US Army Corps of Engineers OCC Distribution Facility
151 Patton Avenue, Room 208 Watauga County, NC
Asheville, NC 28801-5006
WE ARE SENDING YOU:
® Attached ? Under separate cover via the following items:
? Shop Drawings ? Prints ? Samples ? Specifications
? Copy of Letter ? Change Order ® Other Forms and Supporting Data
Copies Date Number Description Action Req'd
1 06/03/03 Completed PCN Application Form y
1 04/24/03 C-SK1 Site Location Map, Boone, NC - UsGS Quad
1 05/15/03 Approved Watauga Co. Watershed Protection Permit
1 05/16/03 Approved Watauga Co. Grading Permit
1 05/12/03 Storm Drainage Calculations
1 06/04/02 02081-1 Site Boundary & Topographic Survey 11 "x17"
1 05/12/03 Site Construction Dwgs; C201-C702, L101& L102
11 "x17"
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ? Approved as submitted ? Resubmit _ copies for approval
® For your use ? Approved as noted ? Submit _ copies for distribution
? As requested ? Returned for corrections ? Return - corrected prints
? For review and comment ? Not marked
? For bids due ? Prints returned after loan to us
REMARKS:
Please review and approve the enclosed 404 Permit Application for the subject project. We have sent a copy of the
permit application and supporting documents directly to USFWS, NCWRC and a courtesy copy to NCDWQ. Please call if you
have any questions or need any additional information (704-561-3468).
COPY TO
Allen Ratzlaff - USFWS Signed:
Ron Linville - NCWRC Printed Name:
John Dorney - NCDWQ Email:
Hugh Elder -Samaritan's Purse w/enclosure
Jason Waddingham - Vannoy
Rob Richardson - Little w/enclosure
If enclosures are not as noted, please notify us.
Ted SancTFez Jr,
tsanchez@ littleo
Land Development