20061953 Ver 1_401 Application_20061206

BLUE RIDGE ENGINEERING PLLC
529 Main Street Phone: [phone]
North Wilkesboro, NC 28659 Fax: [phone]
December 18, 2006
2006 1953
NCDENR
Division of Water Quality
401-Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Ref: Access Road for 527+ acres,
Tropicana Investors, Inc.,
Watauga County, NC
Gentlemen:
I~ ~, , ~ `.: ~_ ~ ~~
RECEIVED
Attached you will find seven copies of aPre-Construction Notification Form and the Revised Plans
for the above referenced project.
These plans shall replace plans prepared by Jason Herman, PE for this project.
Please call with any questions.
Sincerely,
~w r~
C. Neil Shepherd, PE
Copy: Alan Grosman, Tropicana Investors, Inc.
Allen Moseley
Dan Powers, Timber Solutions
Job File #6099
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Office Use Only: Form Version March o5
~ ~ ~ ~ 1 ~ 5 3
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
r,~~,~rF~~,'T
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I. rrocessmg RECEIVED
. , . a:. ,~
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: i~~loVl Wlc~e ~ ~ _
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. ff payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (seethe top of page 2 for further details), check bete: ''~ ~` ~ ' `~~''
IL Applicant Information
-„
. ,. t. ~, Yi ~~Jt,,7
1. Owner/Applicant Information
Name: T~o~~4V1A ~hJesi~s, ~ylc. ~~h = ~lati • ~ ~~~~ :`~ :~w,T =Fx,,~:;;
Mailing Address: X3005 ~~ SCay„~ ~ D21VG
Telephone Number: q S4 ~ 34~- • x}200 Fax Number: 305 • Sq S • 0 3~ 3
E-mail Address: -
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: _-
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12

III. Project Information
4.
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 decip"he~rable~ maps are provided. J
1. Name of project:~(o (J 1«il/1a. ~.Yl~/~TO'c ~ ~~S ~OQA
2. T.I.P. Project Number or State Project Number (NCDOT Only): R
3. Property Identification Number (Tax PIl~: Z ~~' ~ " 5~ " ~ ~ ~ O ' X00
Location 1- ' 11~~
County: WATAVo~A
Subdivision name (include phase/lot numbt
Directions to site (include road numbers/na
Nearest Town: ~P GAP J N L
6. Property size (acres): Cl Z~' ~
7. Name of nearest receiving body of water: C.~, 8&X ~rQ.hG~1
8. River Basin: tact kiN - (gee De.~
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on thLe site and general land use in the vicinity of the project
at the time of this application: yACaKT ; aQGe~ voo~ol CoylS}y+ac~"tov- (cam
Page 6 of 12
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossin f_oIf~~ a~ d'is~t_iInct wat y.) L
Decimal Degrees (6 digits minimum): SP.e q~ ~~4 ioCg7l~ ~, °W

10. Describe t~ie overall project in.detail, including the of equipment to be used:
vad1H a exi access o v cu~Flt ovr ~
t
11. Explain the purpose of the pro~osed work: v`Oct~ 1 y NCCGS ~~,a 1N
n w.. ~ w i. 1-~ ....
IV. Prior Project History
ff 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 Froject 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 1i ed for prior Lse~~gments of the same T.I.P. project, along with
construction schedules. G/I` ~"~ovMWaT~- /VVtV101~eMtrt~- ~,vMt~" (fJO. 51n14-D'~I Dol~
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.
iJ~A
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet. I
1. Provide a written description of the proposed impacts: ~[1t~MGw~ d~ cv~Qyl~tT
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc• For dams,
tel list ' acts due to both structure and flood'
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located W~~n
100-year
Floodplain
es/no Distance to
Nearest
Stream
inear feet Area of
Impact
()

N
A

Total wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included To calculate acr e, multi 1 1 X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intercnittent7 Average
Stream Width
Before Impact
Length
linear feet Area of
Impact
acres
i ~~~a~M ~~ P S' . o I
2 UT+n r¢o~~n ct~i S' 4fl • 0
3 N ~~ ~t~ 5' 40 . of
K ~, M po561 3' 20 .01

Total Stream Impact (by length and acreage) ~ 4 (~ •
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fll axravatinn ArPtiaino_ flcxxiinQ_ drainaQe_ bulkheads. etC.
Own Water ~~
Site Number
indicate on ma Name of Waterbody
tf a hcable
( ~ )
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
rJ
A

Total Open Water Impact (acres)
Page S of 12

6. List the cumulative ' act to all Waters of the U.S. resin ' from the 'ect:
Stream act (acres): O.0 4
Wetland Im act acres
Water Im t acres
Total Im to Watens of the U.S. (acres) p . 0 ¢
Total Stream act (linear feet): 14~
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
~/
/pt
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): ~/ _ -_
Current land use in the vicinity of the pond: ~
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greaten than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and fimction and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Gtuide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmuade.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., dead restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
f~
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at httn://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): N
Amount of Riparian wetland mitigation requested (acres): A
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Pagc 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (faleraUstate) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
att~h a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
~ Zone* ~ .__~~~~. ~ Multiplier ~ ;~ ,;.~,.: ~ ~
3 (2 for Catawba)
1.5
Total ~ ~ ~ ~
• Zone 1 extends out 30 foot perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposal (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
/~{
Pagc 11 of 12

XL Stormwater (r«luirea by nwQ)
Describe impervious acreage (existing. sad proposed) versus total aca+eage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
ddnc®strxting total proposed impervious level. ~CSS -~'ka~ lZ°lo
ti
7OI. Swage Dbpaal (required by DWQ)
R
1
v
Clearly detail the' ultimate t methods and disposition (mn-discharge or discharger) of
- wastewater generated from the proposed project, or le of the subjoct facility.
~«i>~It~ "'l on-t~~e subs
~ violation: (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-tho-fact permit application? Yes ® No ^
,; XIV. Cumulative Impact (rcgaircd by DwQ)
~~
g
~~ Will this project (based on past sod reasonably anticipated future impacts) result in additional
' development, which could impact nearby downstream water quality? Yea ^ No
If yes, please submit a qualitative or qusatitative cumulative impact analysis in accArdance with
the most recent North Carolina Division of Water Quality policy posted on our webaite at
httu://h2o.enr.state.nc.us/ncwetlaads. If no, please provide a short narrative description:
'3
1!
XV. Other Circumstance (Optionan:
It is the. applicant's responsr'bility to submit the application sufficiently in .advance of desired
oonstrvction dates to allow processing time for these permits. However, as 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 F.adangered sod
~ 3'hr+eatened Species, accessr3ility problems, or other issues outside of the applicant's control).
]?sere 12 of 12
(Agent's signature is valid only if as authorization letter from the applicant is pmvided.)

. . NGS SPC RESULTS
asssssssassas:sssss:saasssasssssssssssssasaa:sass:sssssss:s
North(Feet) East(Feet) Datum Zone
INPUT 905561. 1250282. NAD27 3200
_--===a=s==i==:sssss!====-___-__--•====sssss=ms=s=ssssasssa
,. ,
LATITUDE LONGITUDE
DD MM SS.sssss DDD MM SS.sssss
36 12 92.34446 81 32 29.16993
NGS SPC RESULTS
AREA ~TT P~f~
----
3200
Page 1 of 1
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North(Feet) East (Feet) Datum Zone
INPUT - 906171. 1299707. NAD27 3200
s:sssssssssssssss:seas:ss:ssss:ss:sssssss:ssssssssssssassss
LATITUDE
DD MM SS.sssss
36 12 48.22907
3(~. 2133
LONGITUDE
DDD MM SS.sssss
81 32 36.37455
~(.s4~~o
NGS SPC RESULTS
Page 1 of 1
sssss::asssssss::sssss:sassssssssssssssssas:sssssssssssssss
North(Feet) East (Feet) Datum Zone
INPUT 906363. 1249496. NAD27 3200
:sssssssssaas:ssss:ss:sa:sssssssssssasssss:s:::sss:s:s:ssss
LATITUDE LONGITUDE
DD MM SS.sssss DDD MM SS.sssss
36 12 50.07414 81 32 38.98405
3~. 2(~q°
NGS SPC RESULTS
Page 1 of 1
ss:sssssssssa:ssassssssssssssa:s:ssassssssss:ssssssssssasss
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INPUT 906996.. 1249454. NAD27 3200
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Page 1 of 1
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT.
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statues of North Cazolina as
amended, and other :applicable Laws, Rules, and.Regulations:
PERMISSION IS HEREBY GRANTED TO
TROPICANA INVESTORS, INC.
WATAUGA COUNTY
FOR THE
construction, operation and maintenance of stormwater management systems incompliance with
the provisions of 1 SA NCAC 2H.1000 (hereafter referred to as the "stormwater rules' and the
approved stormwater management plans and specifications, and other supporting data as .attached
aad on file with and approved by the Division of Water Quality and considered a part of this
permit for the Grosman Home Site. .
'this permit shall be effective from the date of issuaace until rescinded and shall be subject to the
following specified conditions and limitations: •
I. DESIGN STANDARDS
1. The overall tract built-upon area percentage or lot sizes for the project must be maintained at levels at
least as stringent as the low density levels specified in the stormwater rules. These levels are
summarized below (more stringent levels may apply iri accordance with the rules}: -
DEVELOPMENT. THAT IS WITHIN: LOW DENSITY LEVEL:
The twenty coastal counties 30%
One-half mile of and draining to SA waters 25°/u

... ~~ -
Gne mile of and draining to HQWs 1Z% or 1 acre lots
12% or 1 acre lots
Defined management area for Freshwater ORWs
2. The development must demonstrate that no areas within the project site are of such high density that
stornnwater runoff threatens water quality .
3. Approved plans and specifications for projects covered by this permit are incorporated by reference
and are enforceable parts of the permit.
q The only runoff conveyance systems allowed will be vegetated .conveyances such as swad swales,
minimum side slopes of 3:1(H:'~ where possible, and in no case less that 2:1, rip rappe
or curb outlets systems as defined in the stormwater rules and approved by the Division.
S. No piping shall be allowed except:
a. That minimum amount necessary to ~~ runoff beneath an impervious surface such as a road.
b. That minimum artiount needed under driveways to provide access to lots.
6. Projects .covered by this .permit will maintain a minimum 30 foot wide vegetative buffer
between all impervious areas and surface waters.
7. The Permittee shall not fill in, alter, or pipe any vegetative practices (such as swales) shown on the
approved plans as part of the stormwater management system without submitting a revision to the
permit and receiving approval from the Division.
8. The Engineer/Permittee must certify thattent of the ato roved plans and specificlationls ~ spaces
have been constructed within substantial in Pp
9. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of ize.
b. Project name change
c. Transfer of ownership
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require modification
to the. permit. `
10. The Director may notify the Pennittee when the permitted site does not meet one or more of the
uirements of the permit. Within the time frame specified in the notice, the Permittee
minimum req the site to meet minimum
shall submit a written tune schedule to the Director for modifying
requirements. The Permittce shall provide copies of revised plans and certification in writing to the
Duector that the changes have been made.

2.
3.
f_....
.. II. SCHEDULE OF COMPLIANCE
The Permittee shall comply with the following schedule for construction~aad maintenance of the Low
Density Option stormwater systems:
a. Swales and other vegetated conveyances shall be constructed is their entirety, vegetated, and be
operational'for their intended use prior to the construction of any built-upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the svvales or
other vegetated conveyances will be repaired immediately.
The Permittee shall at all times provide the operation and maintenance necessary to operate the
permitted stormwater management systems at optimum efficiency to include: .
a. Inspections ~ .
b. Sediment removal .
c. Mowing and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance,with approved plans specifications.
The Permittee shall submit the Engineer/Permittee Certification in accordance with Part I Item
8 within 30 days of completion of the project.
The Permittee shall submit all information request u ~y the Director or his representative within the
time frame specified in the written information req
4.
III. .GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Pertnittee to
enforcement action by the Division of Water Quality, in accordance with North. Carolina General
Statutes 143-215:6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing ~ t canditionor
a permit modification, revoca#on and reissuance, or termination does not stay any pernii
it does not rohibit the Director from reopening and modifying the perjnit,
4. The issuance of this perm p the it as allowed by the laws, rules, and
revoking and reissuing the permit, or terminating pew
regulations contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000;
and North Carolina General Statute 143-215.] et. al.

,.. , ~
.~ ~.
5. The Permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction for those revisions under any of the
following conditions:
a. Any additions, deletions, or redesign of the previously permitted amount of built-upon
area proposed, regardless of the size of the modification.
b. Further subdivision of the project area.
6. 'The permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or ievocation and reissuance of the permit to change. the name and
incorporate such other requirements as may be necessary. A formal permit request must be submitted
to the Division of Water Quality, accotnp~ed by the appropriate fee, documentation form both
parties involved, and other supporEing materials as maybe appropriate. The approval of this request
will be considered on its merits, and may or may not be approved.
7. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
attons, or ordinances that may be.imposed by other government agencies (i.e., local, state,
rules, regal
and federal) having jurisdiction, including but not limited to applicable river buffer rules in I SA
NCAC 2B .0200, soil erosion and sedimentation control requirements in 15 A NCAC Chapter 4 and
under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under
15A NCAC 2B .0200 and 15A NCAC 2H .0500, and all applicable North Carolina Occupational
Safety and Health Acthealth and safety standards.
Pernut issued this 14s` day of November 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,:
Ste a .Tedder, Water Quality Supervisor
Permit Number SW4051001

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EROSION CO o s

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E NORTH AROLINA

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~, TRO~'ICANA INVESTORS, INC.
r~ 527+ ACHE TACT
NORTH CAROLINA MAP
SCALE• NT5 ~ ~ 1•~AX ID #2940-59-6710-000

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ENGINEER
BLUE RIDGE ENGINEERING PLLC [phone] FAX e Law'
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C. NEIL SHEPHERD, PE
529 MAIN STREET NCDENR - STORMWATER
WATAUGA COUNTY MAP N. WILKESBORO, NC 28659 DIVISION OF WATER pUALITY
[phone] STEVE W. TEDDER
SCALES r 3 Mr-ES ~aeaROx.r [phone] FAX 585 WAUGHTOWN STREET
WINSTON-SALEM, NC 27107

RVEY R [phone] n I ~
DRAWI V~ I VEX
MAIN STREET SERVICES PLLC [phone] FAX
~ RONALD A. BELL, JR, PLS
~ 529 MAIN STREET NCDENR -WETLANDS
us. uWY zRi N. WILKESBORO, NC 28659 DIVISION OF WATER QUALITY
~ [phone] 401 WETLANDS UNIT
[phone] FAX 1650 MAIL SERVICE CENTER
us. rrWY a21~ RALEIGH, NC 27699-1650
[phone] a TITLE
ao ua as C011NiY L"E GENERAL CONTRACTOR
[phone] FAX C COVER SHEET
TIMBER SOLUTIONS, INC. OZ OVERALL LAYOUT
Sao EASr DAN POWERS U.S,A.C.E, -WETLANDS OO - 4}~5
G3 STA O
ao us a21 ~ RocE Ro 93030B~C NWY 194 NORTH US ARMY CORPS OF ENGINEERS
REGULATORY FIELD OFFICE +
O4 STA 4 75 3 OO
RIDGE ~5zi. ACRES LANSING, NC 28643
151 PATTON AVENUE C5 STA 3I+OO - 49+25
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~ PARKWAY
rE~x LaNE I [phone]
ROOM 208
f336) 384-1473 FAX ASNEVILLE, NC 28801-5006
C6 STA 49+25 - 68+50
EI.K GREEK RD S~R. C70 J (ate) 271-79ao C7 STA 68+50 - 85+91
9.R. ISaB ~. ~Y az~ (ate) 2a1-ago FAx C8 EROSION CONTROL DETAILS
STEWART 9MMOV8 RO
SR. 1569
RurngR ~AnGU R°
NCWRC
° sR. 1576 ex cREEx RonD
SR. 1508 ~ NC WILDLIFE RESOURCE COMMISSION
WESTERN PIEDMONT REGION COORDINATOR
/ 3855 IDELWILD ROAD
KERNERSVILLE, NC 27284-9180
VICINITY MAP [phone]
SCALE r • MILE IAPPROXJ
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PROFILE STATION REPORT
STA, ELEV. SLOPE
0+00 1795 6°k
I+00 1803 9%
2+00 1814 12%
3+00 1825 10%
4+00 1875 B%
5+00 1843 B°b
B+OD 18sD 8%
A00 18s3 i%
s+ao les3 1%
9+00 1858 7%
10+00 1885 10%
11+00 1878 f0%
12+00 18A9 15%
13+00 1803 13°k
uroo lau 10%
Isroo lezs 10%
laroo Is7r u%
nwo 19sa 19•a
IB+00 1971 12%
18+00 1978 0%
2M00 1918 0%
21+001971 ao%
2z+aD leaz s%
1a+oD 1981 3%
1d+aD leer r%
25+00 1877 5%
2e.aD 1e74 0%
27+00 1881 ~8%
28+00 1955 -15%
19+00 1948 0%
3D+OD 19/B 0%
71+00 1947 4%
3z.aD 19s3 e%
73+00 1859 7%
74wo Isee e%
7s+oD lore /B%
7B.oa le9e 2D%
77.oa eon n%
78+00 2037 IB%
]B+oD lass z2%
/O+Oa 2075 IB%
41+00 2091 1B"6
I2+oo 2m 21x
47.00 21z2 a%
44.00 2137 17%
45+00 2748 20%
4e.oo znD 22%
47+00 2182 22%
4e+oD 2217 z1%
49+00 2230 17%
60+00 2239 1%
sroD 2249 13%
st+oo 2zs4 n%
s7roo 22ea 22%
s4.oo 2707 27%
55.00 2729 27%
BB+00 2380 IB%
s7.oo t7e7 Is%
se+oo 23eo 12%
59+00 2395 17%
80+00 2409 17%
81+00 2420 B°h
02+00 2128 5°h
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BK00 2447 11%
85+00 2d87 13%
ee+oD z4rz le%
81+00 2493 22%
ee+aD zsls 23%
69+00 2538 ZJ%
70+00 2862 2/%
71+00 2585 21%
7z+oo tear :,%
77+00 2828 17%
7d+00 2842 14%
75+00 2857 11%
78+00 2615 19%
77+00 2898 18°b
78+DO 2718 19%
79+00 2778 23%
80+00 2759 21%
B1+OD 2780 25%
BN00 2803 18%
83+00 2819 17%
84+DO 2870 4%
85+00 2832 8%
i I
ACCESS ROAD CENTERLINE PROFILE ~ I
HORIZONTAL SCALE I' 400'
VERTICAL SCALE I' 400' 1 i
NARRATIVE
I. AN ER0510N CONTROL PERMIT WAS PREVIOUSLY ISSUED BY
WATAUGA COLNTY FOR THIS PROJECT BASED ON EROSION
CONTROL PLANS PREPARED BY JASON HERMAN, PE.
2. A STORMWATER MANAGEMENT PERMIT FOR LOW DENSITY
DEVELOPMENT WAS ISSUED ON NOVEMBER 14, 2005 BY
NCDENR DIVISION OF WATER QUALITY, PERMIT pSW4051001.
3. GRADING WORK HAS OCCURRED OUTSIDE OF THE ORIGINAL
PERMITTED LIMITS OF DISTURBANCE.
I
,- - j I
I II
I
I CONSERVATION EASEMENT AREA ~
1
.._~ _,._
~ /
CONSERVATION f ~
EASEMENT BOUNDARY ~
(APPROXIMATE LOCATION) ~ ~ ~~ ~ ~
1 ~
~ ~ ~ i
4. A "STOP WORK" ORDER HAS BEEN ISSUED BY WATAUGA
COUNTY FOR THIS PROJECT.
5. A TOPOGRAPHIC SURVEY WAS PERFORMED BY MAIN
STREET SERVICES TO SURVEY THE DISTURBED AREAS AND
EXISTING GRADES SHOWN ON THIS PLAN. ALL STORM-
DRAINAGE SHOWN ON THIS PLAN 1S EXISTING.
6. A BOUNDARY SURVEY IS CURRENTLY UNDERWAY BY MAIN
STREET SERVICES. THE ACTUAL LOCATION OF PROPERTY
LINES AND EASEMENT LINES SHOWN ON TWS PLAN MAY
NOT BE EXACTLY AS SHOWN.
1. IT MAY BE NECESSARY TO FIELD ADJUST THE LOCATION
OF SOME EROSION CONTROL DEVIOES SHOWN IN THIS PLAN
DUE TO THE INACCESSIBLITY OF/.~OME AREAS.
8. THIS PLAN SHALL NOT BE CONSIDERED ALL 1NCLU5IVE AS
THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SAIL SEDIMENT FROM LEAVING
THE SITE
9. THE PURPOSE OF THIS PRO~ECT IS TO RECONSTRUCT AND
LPGRADE THE EXISTING ACC SS ROADITRAIL THROUGH THIS
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ACCESS ROAD -~ ~~ ~ I ~~ ~ _ /
8,600! LF
PROPERTY. STREAM CROSSING
(4 LOCATIONS)
1
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ELK LANE SHEET C3
S.R. 1570
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TAX ID x2940-59-6710-000
DB 911 PG 040
527 ACRES
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EROSION CONTROL NOTES
L LAM OISTIRBNG ACTIVITES
sHaa. Nor coMMENCE LML
APPROVAL TO DO 50 HAS ffBJ
RECENED BY GOVERNING
AUTHORITES.
1, TIE CONTRACTOR SHALL COWLT
PATH ALL STATE AW KCAL
ORDIW+M1CES THAT APR.Y.
3. NO lAW aEAR6S~ CR GRADING
SHAH BEGN WTL ALL
P821METER EROSpN CND
smN~evT couma MEASIS'Es
HAVE BEBJ RJSTALLED.
4, ALL E%PO.ffD AREAS SHALL 8E
SEEDEfl AS SFECF~ WITFBJ 14
DAIS CF FNAL GRADNG.
5. SHOU-D CONSTRUCTION STOP FOR
LONE THAN I4 DAYS, iFE SITE
SHALL BE ffEOED AS
SPEgFED.
s. sEaMeur w~o EROSION cquraa
MEASURES SHALL ff NSPECTED
AT LEAST ONCE EVEIRY SNEN
to GAYS AW WBHN 24 FAIRS
CF A RAPFALL E%CE®ING 0.5
NCFES DLRNk. A 14-HOUR
PERIOD GR MORE FREOLENTLT F
REQJRJJ. ALL MANIENAN~,
REQJRED BT INSFECTIgJ SHALL
CCANENCE WITFN 14 HgJRS AID
ff CCY.Y'I.ETED WITHN 48 FplRS
CF REPCRi,
7. TFIS PLAN MALL NOT ff
CCNS'AERED ALL PSLUSIVE AS
itE 6B~ERAL COMRACiOR
SHALL TAKE ALL PECESSARY
PRECAUTIOIJS TO PREVEM SOL
SEDNEM FROM LEAVT/"F THE
SITE,
B, CONTRACTOR SHALL PROVIDE
ADEQUATE iRAFF~ COMRa
FOR RS CffRATlONS.
9. ADOITICN4L EROSION AM
SEONSJT CgJTRa MIEASLRES
SHALL ff I~STALLEO F DffMPJ
NECESSARY BY AN ON SITE
NSPECTICN.
10. F INSTALLATION OF STORM
DRANACE SYSTEM SHOU.D B:
MERR~PTED BY VVEP.TPER OR
NGFIIFALL 7FE PFE ENGS SNAU.
6E COVERED WI1H FFTER FPBRIC.
IT SHALL EE TFE CONTRACTOR'S
RESPCNSIBLRY TO FELD VERFY
TFE EXISTENCE AM ACTUAL
LOCATION CF 4Ll EXISTING
UilJTY LMIES.
12 GENERAL CCMRACTCR SHALL ff
RESPONSIBLE TO TAKE VAFAIEVER
MEANS I`ECESSARY TO
ssTr~eusH PERMCrENr soL
sraBl,RAnoN
r3 S~MENT SHALL BE RENlJVED
FROM T4E SEDWENT BASN
eF~cRE rt Is 151 RLL AND
FROM SLT FENCE BEFORE IT IS
ssR FuL
la. cONraacTar SHALL BE
REP$ON58LE FCR DAILY
CLEAIVLP, AS NECESSARY
IS TIE CONTRACTOR IS RESFONS]BLE
FOR ALL SAFETY, METHODS,
FROCEDLRES MA SEOLBJCES OF
RS OPERATIONS.
16. NQ WORK SHALL BE P~FORAkU
OUTSIDE THE CLEARNG LIMTS
SHOWN CN 7HI5 PLAN
IT. CONTRACTOR SHALL OBTAN ALL
PERMTS At~D APPROVALS
ASSOGATED WITH TFRS WORK.
I& EXISiNG DRAINAGE PATTERNS
SHALL ff MANTANED UdESS
OTFERWISE SHOWN CN TFE
FLANS, ALL AREAS OF TFE SIZE
SHALL ff SHAPED TO DRAIN 70
EROSION coNTaa DEV~cES As
MJCfI AS PRACTICAL
N ALL OfP-SITE BORROW CR
WASTE AffAS SHALL BE
DEiCLOSED AW HAWL®
LEGALLY. WHBJ iFE PERSON
FNMlCIALLY RE~ONSBLE FOR
iFE OVERALL PRO.ECT Is NOT
THE PERSON FNANCIALLY
RESPONSIBLE FOR OFF-S1E
BORROW AREAS NOT REGULATED
ar THE PROVISIONS of nE
MNNG Acr of ron AW OFF-9TE
WASTE AREAS OTVER THAN
LAN)FLLS REGULATED BY TFE
OP~ARiNENr CF HMAN
RESO.RCES, S.~H AREAS SHALL
BE CCt SIDERED '.EPARATE LANJ
DI5TlRBIiW" ACiMTES SJB.ECT
To r~ ~DIMBaranaa PawnoN
CCMRa ACT OF 1973. CFF-SITE
BORROW AREAS ARE S,bJECT
i0 TFE REQUIREMENTS OF T.E
MINING ACT OF 1911.
C(P1C9+1 xIM 9V RIB gaff FM.MFPM Rlf. NL PA'S1I5 R?YQNR MC RAN ANT NAT ~ PFAAPn. FLAD.
CLEAR
BRANCH
EROSION COMROL SEANCE
L NSTALL IENPORARY CIXJSTLIJCTKNd B4TRANCES
1 NSTALL TETRORARY SLT FBJCNY,i,
3. NSIALL SEDIMENT TRAPS
4. NS1ALl 1EMFORARY DIVE7S10`1 DITC31.5,
5. NSTALL IN.Ei PROTECTION
Q PERFORM CIENRNG AND GRADN,^, OPERATIq~&,
7, KEEP STORMrVATER DIVERTED TO TRAPS AS MJC4I AS PRACTICAL
8. SEED E MACH ALL DISTURB® AREAS WITFN 14 DAYS OF COMPlETICN GF
CROUJD DISRRBNG ACTIVITIES.
9. TRAP5 STALL BE REMOVED ON.Y AFTER ESTA&IS-f.BJi OF GROJW
COVER AW STA812ATION OF DISTURffD AREA,
b. REMOVAL OF iFE TRAPS SHALL ff SCHEDIAED 9KH THAT WORK CAN
ff COIvNLETEO d.RNG DRY WEATHER.
TEMPORARY CONSTRlKTION~
EASEMENT REQUIRED FOR
ALL WORK OUTSIDE ~
PROPERTY LII~
CF B.lE cIX:B BxaI.B~,N9 FLC 5 RiCM9i® AW C A Yd.AigN CF FEDElN. C'WYplplf LAW5, MlSNB.E BT FRt$ UP TO AJ0.000 Fat OFBSE
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0' S0' 100 150'
Scale ~ • 50'
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WANN B' OF 8
REl~

EROSION CONTROL N07E5
t LAID DISTURBING ACTIVITIES
SHALL NpT COMAkTI~ WTL
APPROVAL TO DO 50 HAS BEBJ
RECEM:D BT GOVQtJNG
AUiFpRITES
2. TFE CONTRACTOR SHALL COMPLY
WITH A4, STATE ANA LOCAL
ORDNANCES THAT APFIY.
3 NO LAND aEARNG OR GRADING
SIJALL BEGFd WTL All
PERIMETER EROSpN AW
SECIMBJT CONTRA MEASLRES
HAVE BEBJ NSTALLED,
4, ALL EXPOSED AREAS 9aALL BE
SEEDED AS SPECIFIED WIR#N Id
OATS CF FNAL GRADNG
5, SHOLLD CONbiRUCTgN STOP FOR
LCTS~ THAN a DAYS, 7HE SITE
SHALL ff S.cDED AS
SPEGFED.
5. sETrYEVT Aw aROSlaa ccNraa
MEASURES SHALL t£ NSPECTED
AT LEAST ONCE EV132Y SEVEN
lD DAYS ANp WITIN Z4 HGRS
OF A RANFALL E%CEEDNG 0,5
NCVES DJ2N"a A 24i,ClR
PEROD OR MORE FREGF_NTLY F
REa1RED. ALL MANiBJANCE
REOJRHJ BY INSPECTION SHALL
COMASJCE WITLN 24 HOURS PPD
~ COMPLETED WITHN 48 HG1R5
GF REPORT.
,. 1TNS P,AN SHALL NOT BE
CON510ER~ ALL NaU51VE AS
THE GB•ERAL CONTRACTOR
SMALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVEM SOL
SEDN1BdT FROM LEAVNG THE
SITE.
8. CCMRACTCR MALL FRONDE
ADEaIAIE TRAFFIC CONTRA
FCR ITS OPERATIpJS.
9. ADDITKKJAL EROSCN ANA
SEI;IMBJT CONTRA MEASURS
SHALL BE NSTALLED F DEEMED
NECESSARY BY AN CN SITE
NSPECIKKJ.
10. IF INSTALLAipN CF STORM
DRAI.I4GE SYSTEM SHUA.D 6E
MEf&UP1ED BY WEATFER OR
NGHTFALL, 1NE PPE ENDS SHALL
BE COV67ED WITH FLYER FABRIC.
o. Ir swLL BE rHE coNmACroR's
RESPONSBLITY TD FELD VERFY
T4E E%ISTENCE AND ACNAL
LOCATIGJ OF ALL EXISTING
UTPJTY LIMES.
i2 GENERAL CONTRACTOR SHAU. ~
RESPON6IBLE TO TAKE VM1IATEVER
neaNS ntcESSARr ro
ES1A8L611 PERMMENT SOL
STPBLIZATICN,
la sEDNEVr suALL BE REMOVED
FROM THE SEDMBJT BASN
BORE R LS 251 FLLL AND
FROM SLT FENCE BEFORE IT IB
931 PU.L.
Id. CCMRACTOR SHALL BE
REPSONSIBLE FOR DALY
CLEAN-LP, AS NECESSARY.
15. T4E CONTRACTOR 1S RESFCNSIBLE
FOR ALL SAFETY, METHODS,
PROCEDLRE$ AND SEaBJCES OF
RS CPB2AigN5,
16. NO WORK SHALL BE PERFORMED
OUTSIDE THE CLEARNG LIMITS
sHOwN aN TH5 Plw
V. CONTRACTOR SWILL OBTAN ALL
PERMITS AND APPROVALS
ASSOGATED WiH 7H$ WORK.
IB. EXLSTINx, DRANAGE PATTERNS
SHALL ~ MANTAINHI WESS
O7FERwEE SHOWN ON 7FE
PLANS, ALL AREAS OF TFE SITE
SHALL BE SHAPED TO GRAIN TO
EROSpN CONTRA DEVICES AS
MLYU AS PRACTICAL
ro, ALL OFF~SITE BORROW OR
WASTE AREAS SHALL BE
DlsaosED Ara HAnaEo
LEGALLY. WHBJ THE PERSON
FNANpIALLY RFSFOiJSB'E FCR
TH"c OVERALL PRO.ECT IS NOT
THE PERSON FNAN~IALLY
RESPONSIBLE FOR OFFSITE
BORROW PREAS NCT REC~Jl.ATED
BY 71E PROVISONS OF 7FE
MINING ACT CF 1971 AM OFF-SITE
WASTE AREAS OTHER THAN
LA~DFLLS REIXLATED BY THE
DEPARTMENT OF HNAN
RESaRCES, SIGH AREAS SHALL
BE CONBIDERfD SEPARATE LAND
DISTURBNG ACiMTES S.6PCT
ro r~E sEDIMENTarION PDLLUncN
CONTROL ACT OF 1973, Cff~51TE
BORROW AREAS ARE SIEJECT
70 THE REOUREMENTS OF reE
MNNG Acr of 19n
EROSION CONTROL SEQUENCE
I. NSiALL TEMPORARY CONSTRUCTION ENTRANCES.
Z, NS7ALL TEMPORARY SILT FE+OW.
3 NS7ALL SEDNEM TRAPS.
4. NSTALL TEMPORARY DNERSION DITCHING,
5. NSTALL N-ET FROTECiKFJ.
Q PERFORM aEARAyG AND GRACNG CPERATIC4J5.
7. KEi>' STORMWATER DNERIED TO TRAPS AS M1L1CN AS PRACTICAL.
B, SE®E M.LCH ALL DISTURBND AREAS VATNN 14 DAYS OF COLPLETKKJ OF
GRIXAJD DISTLRBNG ACTINTES.
9. TRAPS SHALL BE REMOVED ON.Y AFT& ESTA0.15FIM1ENT CF GRCLND
COVER ANO STABILIZATION CF DISTLREED AREA.
q. RE1rgVAL Cf 1VE TRAPS SHALL ~ SCH?Dl.1.ED SLC51 THAT WGR/ CAN
BE COMREIED DI.RING DRY WEATII~.
rPROPERTY LIE
OgTlFiBED LN1175,
1395! case
$Li FENCE SHALL
BE PROVIDED Ar
THE TOE CF ALL
SLOPES ITYPICAII
TRAP a9
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5'KB'ca.5'C~P
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EASEtiIENT REQUIRED FOR
ALL WORK OUTSIDE OF
PROPERTY IINP
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6099
oA>E
12-12-06 (V
scA~e
1'•50'
atavM er OF 8
RBlBB

EROSION CONTROL NOTES

I. LMA DIS?lR&NG ACTMTIES
SNPLL NOT CCAYVENCE WTL
APPROVAL TO DO 50 HAS BEBJ
RECENEO BY GOVERNNG
wruanTEs
2 ?HE CONTRACTOR SHALL COA~PI.Y
WITH All STATE AM LOCAL
CRDNANCES TNAi APPLY.
3. No Law aEf,Rr~ oR GRaonc
SNwL BEGN LNTL ALL
PERM5IER ERCSgN AND
sEDNABVr courRa N,EA~s
uAVE eEEN NSTALLED.
4, ALL E%POSED AREAS SHALL BE
SEEDED AS SFECF~ WTHN 14
DAYS CF FNAL CHRADNG.
5. SHCU.D CONSTRUCTION STOP FOR
LO~B7 THAN 14 DAYS, THE SITE
SHALL ~ CEDED AS
SPECFED
s. sEDMBJT AND ~osIGN cauraa
hEAgJRES SHALL ~ NSPECTED
AT LEAST a~E EN32T SNBJ
CD DAYS ANO WffHN 14 HOLRS
CF A RANFwL E%CEEDING OS
NGHES DURING A 24~HOUR
PERIOD OR MORE FREIXENTLY F
REIXXt®. ALL MAINTENPN:E
REOLR® BY NSFECTICN STALL
CCMLEt~E W1THJ 24 HOURS AND
BE COAFLETED WTNN d8 HCLRS
or REPORT.
1. THS RAN SHALL NOT BE
CONSIDERED ALL NC.USIVE AS
THE GBERAL CONTRACTOR
SHALL TAKE ALL NECESSARY
PRECAUTIONS TO FREVEM SOL
S®INBJT FROM LEAVMW THE
SRE.
B. CONTRACTOR STALL PROVIDE
aDEaurE rRAFFa coNTRa
FCR RS OPERATIONS.
', 9. ADDRIONAL HROSICN AND
I sEgA1ENi coNTRa NEASREs
SHALL EE NSTAU® F Cff'VED
fECESSARY BY AN IXJ SITE
NS°ECTCN,
10. F INSTALLATION aF $T(XMa
DRANAGE SYSTEM SIIOIiD BE
MERT3PIED BY WEATFER OR
NIGHTFALL, 1{E PPE ErDS SHALL
~ COViBRED W11H FLTHt FABRK;.
II. IT SUUI. BE THE CONTRACTOR'S
RESPONSIBLITY TO FIELD V63F'Y
THE E%ISTENCE AM ACTUAL
LOCATIQAI OF ALL E%ISTWG
UTNTY LNES.
12 GBIH2AL CONTRACTOR SHALL BE
RESPONSIBE TO TAKE WT.l41EVER
MEANS NECESSARY TO
ESTABUSH PERMMENT SOL
STABLIZATION.
Y3 Sa7N~EVT STALL BE REMOVED
FROM 7FE SEDIMENT BASH
BEFORE IT IS 258 FU.L AND
FROM SLi FETE BEFORE R IS
334 FU,L.
EROSION CONTROL SEQUENCE
I. INSTALL TENPCRARY CCNSTklKT10N ENTRAI•GES
2. 1~5TALL 1ENPCRARY SLT FENCN'G.
3. INjTAU SEOMBJT TRAPS.
4. INSTALL TEM1-PCRARY DNERSION DITCMNG.
5. INSrau NFT PROrECTKMI
6. PERFORM GEARING AT,D GRADNG OPERATIONS.
1. KEEP STCRMWATER DIV621ED 70 1RAPS A$ MUG,' AS PRACTICAL
8. SEED E MACH ALL CIS7UR8ED AREAS WITHN 14 DAYS OF CC.NRETION OF
C2aW DISTLRBING ACTNITES.
9. TRAPS SHA0. BE REdOVED ON.Y AFT ESTABLISHMENT OF C•RaND
COVER AN7 STABLIZATKMJ CF DISTLRBED AREA
10, REMOVAL OF 1HE TRAPS SHALL BE SCH,SI,IED SUCH THAI WORK CAN
BE COMPETED ClRN1G DRY WEATIHR.
Id. CIXJTRACTCR SHALL ~ - _ _ _
REPSCNSBLE FOR OALY = ""
CIEAN }tA, AS N ECESSARY.
C
IS 1HE CONTRACTOR IS RESPONSELE
~
FOR ALL SAFETY, bE1HODS ~~
~
PROCEDURES AW SEIXlE~ES OF
ITS CFBRAlIONS.
16 NO WORK 51ULL BE PERFORMED
CU?SIDE THE CLEARNG LNIITS
SgWN IXJ TNS PLAN
I7 CCNTRACTCR SHALL OBTAN ALL
PERMTS AW APPROVALS
ASSOCIATED WITH 1A#5 WORK.
IE. EHISTNG DRAINAGE PATTERNS
SHALL 6E MANTANEp lI•LESS
or~aTNl~ sHOwN cN TFE
PLANS. ALL AREAS OF SFE SIZE
SHALL BE SHAPED TO DRAM TO
EROSN7N CCNTRa DEVICES AS
MICR AS FRACTION-,
19. ALL OFF$ITE BORROW OR
WASTE AREAS SHALL BE
DLSa05ED AND HAMM.~
LEGALLY. WHEN TI-E PERSON
FNA~IALLY RSPOA61BLE FOR
TIE OVERALL FROkCT IS NOT
TVE PP'SON FINANCIALLY
RESPONSIBLE FCR OFF-SITE
BORROW {+Rf.45 NOT REp1LATED
BY THE PROVISIONS OF TFE
MNNG ACT OF 1971 AM 0=F-SRE
WASTE AREAS OTI$2 THAN
LpWFLlS REGLLATED BY THE
DEPARTAENT CF H1MAN
RESCIRCES SUCH AREAS SHALL
BE CONSIDERED SEPARATE LAND
OISTLRBING ACTMTIES SIR.ECT
TO T4E SEDIMBJTATgN PCLLUTIOIJ
CONTROL ACT OF 1973, OFF-SITE
BORROW AREAS ARE SUB.EC1
TO THE REQUREMEN75 CF THE
MNNG ACT OF 19Il

CcIC~Y4I41i X1°6 BY F<!P P0.' Fa~GI£EPN3 RLf.. ALL FOR'.
TYPICAL °.,ECTION
(SEE ~.OWV~
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ROADWAY CROSS SECTION (TYPICAL)
HORIZOMAL SCALE I' p'
V&TICAL SCALES I' 10'
I~~TH15 SECTION WAS TAKEN AT STA W1W.
2 THE CONTRACTOR SHALL NOTF1' B"UE RIDGE BJGNEBRIN'G OF ALL AREq$ WHERE R IS NJT
POSSBLE TO ATTAIN TIE DESRED TYPICAL SECTION DUE TO DIFFiCLIi TERRAIN
3. THESE AREAS WLL BE EVALUATED qJ A CASEBY-CASE BASIS.
AMY NJi BE 4E~WZ, SOLD. LOAN® OZ GhH1 i0 On2RS TKKJ OR F,g1000PYaJG GF ?NS RAN W114NaR RE V,fitiBa COrb3aT CF B.1! 4g6E Cd~I.F~PN' RLC B P4CABTBJ AN) I$ A
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Fromr . seer
6099
D.R C6
12-12-06
xue
I'•50'
ORANN BY Q,c 8
~~~

EROSION CONTROL NOTES
I, LAW gSTLRBING ACTIVITIES
SHALL NCT CCM1ENroE WTL
APPROVAL TO oD 50 HAS BEBJ
RECENED BT GOVEQNnG
AUTHCRTES.
2. THE CONTRACTOR ylAll COMELY
w11H ALL STATE AW LOCAL
C~'NWaCES THAT APPLY.
3 IJO LAW GEARING OR GRADNG
SHALL BEGM WTL ALL
FERIAEIER EROSION AW
yECMAENi CCMRa AEASI.RES
HAVE BEEN INSTN.LED.
4. ALL EXPOSED AREAS SHALL BE
SEEDED AS SPEGFED WITHN 14
DAIS OF FMAL GRADNG.
5. SHaID CCN57RJCTICN STCA FOR
LCN~2 THAN W DAYS, THE SITE
SHALL BE SEEDED A5
SPECFED
6. sEaMENr AND ERDSroN caarRa
AEASLRES SHALL ~ F5PECTEJ
AT LEAST ONCE EVERY SEVEN
17I DAYS AW WITHIN 24 HaRS
OF A RAN~FALL E%CEEDWG 05
N1E5 IX,RIJG A 24iraR
PERIOD CR MORE FREQ,ENTLY F
REIXrR6'i ALL MAINTENANCE
REQLRED BY INSPECTION SHALL
COMIE3W,E W1TFN 24 LICIJRS AW
~ COMPLETED WREN 48 HOLRS
CP REPORT.
T. Tus PLAN y+ALL NDr aE
CONSIDERED ALL N:Y.NISNE AS
THE GB~~PL CONTRACTOR
SNAIL TAKE PLL NECESSARY
PRECAUTKNS TO PREVENT SOIL
SETMMBVt FRAM IEAVNG THE
SITE,
B, C~iRACiCR SHALL PROVIDE
ADEQUATE TRAFFIC CONTRA
FOR RS OFERATIIXJS,
9. ADDITICMaL H2Oy0N AW
5EDMEJT CONTRA MEAyRES
SHALL BE hSTALLED F DEEMED
NECESSARY BY AN CN SITE
INSPECTON
Xz F INSTaurroN of sroRM
DRANAGE SYSTEM SH7J.D EE
MERRPTED BY WEATFER OR
NL;HiFALL 1FE PFE ENDS SWILL
~ COVERED W11H FILTER FAyAC
II. D SHALL ~ iFE CIXJTRACTCR'S
RESPON518LITY 70 FELD V67FY
TVE E%ISTENCP AW ACTUAL
LOCATION OF ALL EXISTING
UT0..RY LINES
12 GB+B2PL CONTRACTOR 6HALL ~
RE6PONSN3LE TO TAKE WHATEI~
MEANS NECESSARY TO
ESTAHJyi PERMANEM SON.
STAEI,2ATION
YA SEDM1UBJT SHALL BE REMOVED
FROM iNE SEDWENT BASIN
BEFCRF R y 258 FUJ. AND
FROM SLT FENCE ~FCRE IT IS
33E FILL.
I4, COMRACTOR SHALL ~
REPPONSIBLE FCR DAILY
G.EAN-UP, AS NECESSARY,
15. TIE CONTRACTOR IS RESPONSIBLE
FOR ALL SAFETY, hETNODS,
FRCCEDIA~E$ PTD SEOLBJCES OF
RS OPERATIONS
I6. NO WORK SHALL ~ PERFORMED
' OUTSIDE 1LE CLEARpVG LIMiS
y+owN cN rHS PLAN.
117. CONTRACTOR SHALL OBTAIN ALL
PERMTS AW APPROVALS
ASSOCIATED WITH TMS WGRK,
IB. E%ISTING DRAINAGE PATTERNS
SHALL ff MAMANED W.ESS
OTFf32W16E SHWVN ON THE
PLANS. ALL AREAS CF TFE SITE
SHALL ~ SHAPED TD DRAIN TO
EROSION COMRa DENCES AS
MJCH AS PRACTICAL.
19, ALL OFFyTE BORROW CR
WASTE AREAS SHALL EE
DISCLOSED PAA HANQLHJ
LEGALLY. VJHBJ TFE PERSON
FNANC,IALLY RFSPCNSIBP FOR
THE OVERALL PROJECT U" NOT
THE PERSON FIALLY
RESPONSIB,E FDR OFFSITE
BORROW AREAS NOT REGULATED
BY TFE PROVISIONS OF TFE
MINING ACT OF N71 AW OFFSITE
WASTE AREAS OTHER THAN
LAWFLLS REGN.I.ATED BY THE
DEPARTMENT OF NJ/'AN
RESGRCES. SIKH ARE4y SHALL
BE CCNSID~ ~PARATE LAW
DISTLRBNG ACTNATES SUBJECT
TO THE SEDINBJTATICN PIXLUTION
CCfJTRa ACT OF 1973. OFFyTE
BORROW AREAS ARE SUBJECT
TO iFE RECNRENENTS OF P.E
MINNU ACT OF 1971,
BY &IE RIDGE
EROSION CONTROL SEQUENCE
4 INSTALL TEtiPCRARY CON51Rt~TpN ENTRANCES.
2. INSTALL TEhPCRARY SLT FENCIJG.
3. INSTALL ~gMENT TRAPS.
4, INSTALL TEhPCRARY DNE4SION DiC1dNG
5. INSTALL N.E7 PROTECTION
Q PERFORM GEARING AW GRADING OPERATIONS.
7, KEEP STCRMNAIER DNlERTED TO TRAPS AS Ml,'CAI AS PRACTICAL.
S SEED E MACH ALL DSTU~D AREAS WITHN 14 DAYS OF COM'LETKNJ OF
C~OLM D6TL~N" ACTMTE6,
9. TRAPS SHALL EE REMOVED ON.Y AFTER ESTABLISHK£iJT OF GROUD
COVER AND STABLQATKMI OF CISTLRBED AREA
K). REMgVAL OF 1NE 1RAPS 31ALL BE SQEIX.LED yJCH TWIT WORK CPN
BE COM0I.ETED D,RNG DRY WEAP'ER.
TRAP oS3
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CDNSERVPTroN EASBdBJi BCll~DART.
~IAPPROXIMATE LOCATKK~A
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TLE TOE OF ALL
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iBJ~PORARY
CONSTRI~iKKH
EMRAWE
hl
~CPE'dTY LINE
-~ ~ 0' S0' 100' I50~
Scae~ r • 50'
CF 1N5 P?N NAiN(AJf iLE VIRIRB!
CF 9.4.E ~ BSnEgdrG A1C b KQiBTm pW B A M0.ATICl1
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6099
ogre ^ •--7
12-12-06 f`l /
xxE
I'~50'
0P4Y" ~` OF 8
RB/BB

114' WIRE AESH
A oo a. A
0 0
L 4 0
9
„o.
MAXIMIM POST SPACING 4 FL
es7 Sr
FILTERED
WATER
MULTI-DIRECN~AL ROW
SINGLE-DIRECTIONAL FLOW
Y-Y
ROCK INLET SEDIMENT TRAP TYPE 'C'
SCALE NTS NCDOT STANDARD 0163203
COMPACTED SOL
-+i 7' MNMJM ~'
~~ A i FLOW
MMMUM
I I ~
b' TYPICAL
TEMPORARY DIVERSION DITCH
SCALE NTS
~~~~ FASTENED TO WRE
FILTER FABRIC --__I I ~ 5' STEB. TfOST
C04PACi~ FLL ~ 'ly
iv EXISR~
11 I I~~~ I ~i~1 ~ 1
E%TEND FABRIC AND ~
B WRE MO TRENCH
I
TEMPORARY SILT FENCE_
SCALE NTS NCOOT STANAARD x1605,01
TEMPORARY SEEDING SCHEDULE
SEASON TYPE FLANTFG RATE
LATE WMER RYE (gdnl 140 LBSJACRE
AW AMUAL LESP~EZA IKOUe h
EAIAY ~RNG Pledncni ¢~ Cooeld 17d,,
Kaem h Mantlona) 50 LBS/ACRE
S.M.Si GERMAN MLLE1 40 I.BS./ACRE
FALL RTE (ydm 170 LES/ACRE
AU. SEASONS AGRICU.TLRAL LINESIONE 2000 L~.IACRE
FERTLRER K}IOiO 1000 LBSJACRE
STRAW MACH 4000 LBS.IACRE
PERMANENT SEEDING SCHEDULE (31 OR FLATTER)
DATES TYPE FLANi7NG RATE
FEB OI ~ MAY DI 7N.L FESCUE 200 LBS./ACRE
AND AGRK%1URA1 LNvESTOPE 4000 LBS.IACRE
AUG ZD - OCT 75 FERTLIZER KTIO~K) 1000 LBSlACRE
STRAW MACH 4000 LBS/ACRE
c~iASSB PERMANENT SEEDING SCHEDULE (SLOPES STEEPER THAN 31)
S' MN E, DATES TYPE FLAMING RATE
v57 WASHED
ST00.E
FEB 01 ~ APR IS
TALL FESCIP
100 LBS./ACRE
' AND SEQICEA LESPEDEZA 30 LBS./ACRE
~5 4 4 ° ~/ 5' MAX, Alfa" 70 - OCT 25 KOBE LESPEDEZA 10 LES/ACRE
2f 08°2°848 °8,4~, ~Q AGRICATtRAL LIAESiONE 4000 LBS./ACRE
M1'L ;28;L
8084°8484~4~2~, FERRIZEQ IC-10-10 1000 IBS.IACRE
,
48084° 4 4 2 2 2 STRAW MLCH a000 LBS./ACRE
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