20061627 Ver 1_401 Application_20061006

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. Olp -1 to a ~1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing e ~, . `: ~ ` ~-~ ~ . ~
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: NWP #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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check her .~ ~+ ~ Q ~'1
II. Applicant Information L.._` ~/
C)i;T 2 ;3 ~00~
1. Owner/Applicant Information DEiw< ~.~1 ~~ ~ ~u,~~.i~
Name: South Barnabas Development Company John Ma~ ~~r~~,rrk~i~~s~
Mailing Address:_404 Eager Road,
Valdosta, GA 31602
Telephone Number: 229-563-7561 Fax Number:
E-mail Address: jmeager(a,mailboxclub.org
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: Joe Deal
Company Affiliation: Appalachian Environmental Services
Mailing Address: 367 Scotts Creek Road
Sylva, NC 28779
Telephone Number: 828-586-1973 Fax Number: 828-631-0343
E-mail Address: joe.deal(a,Appalachianenvironment.com
III. Project Information
Updated 11/1/2005
Page 5 of 12

. ;
Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No. 2 ~ ~ 6 1 6 2 7
(lt any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~. ~~ ~f-~,~
F ~:.: T
„,
1. Check all of the approval(s) requested for this project: ~ L E I Y' E
® 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:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), ch~k.~er,~ ,,^ _p
II. Applicant Information ~ ~~
1 ~ C 2006
1. Owner/Applicant Information
Name: South Barnabas Development Company ~hi~,, ~'; '', ~i~~EB` Tom.
Mailing Address:_404 Eager Road, ''""~'~
Valdosta, GA 31602
Telephone Number: 229-563-7561 Fax Number:
E-mail Address: imea~er(a~mailboxclub.or~
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: Joe Deal
Company Affiliation: Appalachian Environmental Services
Mailing Address: 367 Scotts Creek Road
Sylva, NC 28779
Telephone Number: 828-586-1973 Fax Number: 828-631-0343
E-mail Address: ioe.deal(cr~Appalachianenvironment.com
III. Project Information
Updated 11/1/2005
Page 5 of 12

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:__ South Barnabas Development
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):7538-64-6061, 7538-64-2665, 7538-74-0880,
7538-84-6267
4. Location
County: Jackson Nearest Town: Sylva
Subdivision name (include phase/lot number): South Barnabas
Directions to site (include road numbers/names, landmarks, etc.): From 441 in Savannah,
Turn onto East Fork Road. Go approximately 3 miles on East Fork Road. The propert i
the right, and Middle Ride Road runs North South throueh the property.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°16'23.12" °N 83°13'53.81" °W
6. Property size (acres): 1.0, 10, 10, 155.9, sum = 176.9
7. Name of nearest receiving body of water: East Fork of Savannah Creek
8. River Basin: Little Tennessee
(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 the site and general land use in the vicinity of the project
at the time of this application: Presently the site is forest. Any roads present on the site
were once used for logging or minim. There is an abandoned mica mine on site.
10. Describe the overall project in detail, including the type of equipment to be used:
Updated 11/1/2005
Page 6 of 12

Two existin:; stream fords will be replaced by permanent stream crossings (culvertsZ
Three additional stream crossings (also culverts) will be installed to access other areas of the
site
Proper Erosion Control measures, including silt fence, rock check dams, temporary and
permanent vegetation, will be installed as needed.
Seven house sites will be created within the project area. All house sites will be located a
minimum of 100' from any stream and a minimum 30' from property boundaries.
Equipment used will be a trackhoe, bulldozer, and/or hand tools.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to install 5
stream crossing for vehicular passage and access to homesites.
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. n/a
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.
n/a
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Two existing stream fords will
be replaced b~permanent stream crossings (culverts). Three additional stream crossings
also culverts are ro osed to access other areas of the site.
Updated 11/1/2005
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,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: n/a
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact

Number
indicate on ma

Stream Name
Type of
Impact
Perennial or
Intermittent? Average

Stream Width
Before Im act Impact

Length
(linear feet Area of

Impact
(acres
Stream Crossing 1 E. Fork Savannah Creek Culvert Perennial 5' 25 0.0029
Stream Crossing 2 E. Fork Savannah Creek Culvert Perennial 5' 25 0.0029
Stream Crossing 3 E. Fork Savannah Creek Culvert Perennial 4.5' 25 0.0026
Stream Crossing 4 E. Fork Savannah Creek Culvert Perennial 4' 25 0.0023
Stream Crossing 5 Un-named Trib to E.
Fork Savannah Creek Culvert Perennial 3 ~ 25 0.0017
Total Stream Impact (by length and acreage) 125 0.01
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred ing, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma ocean, etc.) acres

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12

6. List t
he cumulative im act to all Waters of the U.S. resulting from the ro'ect
Stream Impact (acres): 0.01
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 125
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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. Measures taken to avoid and
minimize impacts include:
All stream crossin;;s were kept to a minimal size and length in order to minimize impacts upon
the stream.
Alternative designs and/or site layouts are constrained by topography The site is very steep in
many places, and building roads in other locations would be infeasible
The use of bridges would be cost prohibitive.
Updated 11/1/2005
Page 9 of 12

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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 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 (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
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* Impact Multiplier Required
(square feet) Mitieation
Total
"` Zone 1 extends out 30 feet 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 proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Updated 11/1/2005
Page 11 of 12

. ,
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Existing impervious acreage is 0.0 acres.
Proposed impervious acreage is 0.51 acres. The proposed impervious surface is 1.3% of the total
site area.
Control measures proposed in order to protect surface waters downstream include check dams
silt fence, rip-rap lined channels, drainage berms, and temporary seeding/stabilization after
construction.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Each house site will have a septic tank and drain field.
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 anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
n/a
~~~~
C~~ October 6 2006
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

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Project Name:
SOUTH BARNABAS DEVELOPMENT
EROSION & SEDIMENT CONTROL PLAN
Jackson County, NC
Project Owner:
Pan Sheet Index
1 - EXISTING SITE
SOUTH BARNABAS DEVELOPMENT INC. 2 -
3 - EXISTING
SOILS SITE
404 EAGER ROAD 4 - solLs
VALDOSTA GA 31602 5 - WATERSHED
6 - EROSION CONTROL PLAN
7 - EROSION CONTROL PLAN
8 - EROSION CONTROL PLAN
CONTACT: John Mark Eager 9 -EROSION CONTROL PLAN
10 - EROSION CONTROL PLAN
11 -EROSION CONTROL PLAN
~
Designers Name: 12 -DESIGN DETAILS
APPALACHIAN
ENVIRONMENTAL SERVICES
367 SCOTTS CREEK RD
SYLVA, NC 28779
828.586.1973
FAX: [phone]
www.appalachianenvironment.com
CONTACT: Mickey B. Henson
~ao~~F;27
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SOUTH BARNABAS DEVELOPMENT ~"'~ °_D
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ry C~J ~ ~ EROSION CONTROL ~m~®~~, ~u~~,~=
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LEGEND
I:XI517NG RO~U
EXISTING SIXEAM
PROYF.R IY UOCN'UARY
20'CON'IVURS
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JACKS^N C^UNTY, NC ~ s~ ~~ ~ '

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-- _ '- _ J J i I i 11 ' , 11 I PROPERTY BOUNDARY
__'_ 1```i_,/// i I i ~ :/; 2O CJN~IUURS
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/_______, ~~________ ~" SCALE: 1"=40U
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N SOUTH BARNABAS DEVELOPMENT ~
ti (~ ~ ~~g WATERSHED ER^SI^N C^NTR^L
b, JACKS^N C^UNTY, NC
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DISTURBANCEI: BEGINS NORTH OF PROPERTY. WIDENING OF EXISTING ROAD
WITHIN 30' R/W. 1 STREAM CROSSING.
DISTURBANCE2: LOT I NORTHERN PROPERTY, DRIVEWAY TO HOUSESITE, 1
STREAM CROSSING.
DISTURBANCE3: SOUTH OF EXISTING STREAM FORD. 1 STREAM CROSSING,
WIDENING OF ROAD OUTSIDE OF TROUT BUFFER. 1 HOUSESTTE AND 1
DRIVEWAY.
DISTURBANCE4: SOUTH OF PROPERTY, 1 STREAM CROSSING, WIDENING OF
EXISTING ROAD ONTO PROPERTY. 1 HOUSESITE AND I DRIVEWAY.
DISTURBANCES: EXTENSION OF DISTURBANCE4, I STREAM CROSSING AND
WIDENING OF EXISTING ROAD TO END OF ROAD ACCORDING TO SURVEY.
DISTURBANCE6: NEW ROAD CONSTRUCTION WITH DRIVEWAYS AND
HOUSESITES 2-5.

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ER^SI^N SOUTH BARNABAS DEVELOPMENT ~ `~ ~"" ~ D
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JACKS^N C^UNTY, NC =~,, ~ om=
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MATCH LIME
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DISTMDAPF-ARE I-
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DESCRIPTION OF DISTURBANCE AREAS
ON SHEET 6.
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GENERA' 'IL MAINT�N4
IN 1 TROUT BUFFER
'--NO ADDITIQNAL- DI
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EROSION SOUTH BARNABAS DEVELOPMENT
rl
CONTROL EROSION CONTROL
-mlI I 4PLAN
JACKSON COUNTY, NC
SO, ThC B
ANCE
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LEr*.ND
B}BSIING ROAD
F xl!n'IKO SIRE_\M
PROPERTY BOUNDARY
201 CONTOURS
PROPOSED ROAD
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DESCRIPTION OF DISTURBANCE AREAS
ON SHEET 6.
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GENERA' 'IL MAINT�N4
IN 1 TROUT BUFFER
'--NO ADDITIQNAL- DI
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v I ;
EROSION SOUTH BARNABAS DEVELOPMENT
rl
CONTROL EROSION CONTROL
-mlI I 4PLAN
JACKSON COUNTY, NC
SO, ThC B
ANCE
TH BARNAB
LEr*.ND
B}BSIING ROAD
F xl!n'IKO SIRE_\M
PROPERTY BOUNDARY
201 CONTOURS
PROPOSED ROAD
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PROPOSED NOlSEWFE O
SIRE -SM CROSSING
CULVERT O
OUTLET PROR}CDON /1
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rRUroSED RUAD
S PROI'OSI:U URIYEWAY ~
rRUrosED HGL:sESITE O
UNITED STXITES~, F^R~ST ~'; SERVICE
. ^ - - `~ S SIAI.AM CROSSING
4 1 1 ~~ ,i ,i \ CULV ER'1' Q
OGl'Lh 1'PROI'FC PION ~~
DESCRIPTION ^F DISTURBANCE AREAS `', `~, ~'•, SILT FENCE
^N SHEET 6. "'E('R"AM -.~-
DRAAA(iE DITCH --
` TFldPURARYDFRFA /'1
DIS7VRBA[:CE LIMIT Q
I '~ TRUUT BUFFER
IOD'STREAM SETD.{CK -_-
i
ER~SI^N SOUTH BARNABAS DEVELOPMENT ~ _ X11''` ~°D
0 M
,i R ~
NWT ~ C^NTROL ER^SI~N C^NTR^L °" ~®~~ ~~s~~~
PLAN ~ m_ ..~ °$_-
L ''... sl:, ' 9 °NZ
JACKSON COUNTY, NC ~

�STREAM SOUTH OF, MARKED 1%POINT NOT INCC DED I
HEET 9
/
�
FXISTING ROAD
E PROPERTY BOUNDARY
217 CON IOURS
PROPOSED ROAD
PROPOSED DRIVE
PROPOSED HOLSESITE
CULVwr
OU MIA* PROTf-.CI1ON
DESCRIPTION OF DISTURBANCE AREAS SILT FENCE
ON SHEET 6.
CHECK DAM
DRAINAGE DUCH
DISTURBANCE LIMIT
TROUT DUFFM
JWSrRFAMSETILICK
a EROSION SOUTH BARNABAS DEVELOPMENT 46- Ez�- -D
rn
EROSION CONTROL
rri mil. H-1
PLAN
FFI 1-1 FbH JACKSON COUNTY, NC

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Culvert ~30
,` Dralnnge Ae`en=

~ \\ Acre
\ ,' Q= 3.9X, cfs
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%'16-. ~ i ~ '\ Culverf~•Size= 15"
Aren= 4.06 Ares Soll Types ~ ~vF
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e Slze= 15' -' ~ i
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CuE
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~ - Dralnnge~ ea 0,26r'~ Draihtnge Area= 1$.06
'
' ~`=- Acres. ~ cre$.
\;, 157, cfs
67 cfs
g= 0 ~

;^ `'

~ ,
{\ Culy fi, Size= IS'
-Culvert Sizes ~. Soil Typ CuE '
~'
~~ '
~ ~ 3200,-sf Soil Type= CuE '\
\ hSTURBANC~ AREA 5=
s~er_ 1,5
'
n Aren= 3.31 gcrc~s building
'~
Culvert 7
~ .~ ACRES
'
17 fs
ul er Sizes 15'
~ /
-- - -
C'ulvert ~ -DrnMwge ens
\ Acres
~ '
T = CuE
y \ ,~ralnn
Ar
g~ 1.7B cfs
cr
'
`\ 0.28 A
es
~ Q= 0,61 cfs ~~ C_ulYrr-#--Size=
-~-" - dl Types CuE '~
'
\ 15' -
Culvert Sizer
~
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'
_ ~Cutvw-t 14
~ 26
Shc 1'ype~ CuE Culve
0
62
c
ainape Aren= res
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A
~ ~ Dralnarge en=
"1
Acres \ ,64 cfs
_ ___-~ _ _ _ ___Q~
,
g= Culvert Size= 15
S cfs ~ " ~\
~'~
f
'~, Cul t Stzr 18'
' ,
oil Type= CuE
~~ '
~~ SoN Cub ~
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Drninnge Ar - _

Cul rt ~
13
~ I 0.78 Acres `` _ ---'
~ ~ ~ ~ "

63 cfs
QI 1.
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`. Dra nge Areiv
3.3 Acres

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i CuCv SI -
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c ISox Type= CuE
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PA~GEtT, ~IIC
-- -----~98 Acres •~

Cul rt Slze?; IS' -_-
e~
Culveri; 22 --
4 20'
! ,

LONG CMP
SoN Type= CuE g= 1.87 cfs
~ Drainage Areb.l 0.36
,.
es Culy z _- __
e I e= 15' _ _ -- __ - -
Ty
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Cul ert 12 DISTURBA CEi AREA 41 i
,
1.3
' lFr ge Areal 2.4B i ACRFIS

-
`~.• 01 .94. cfs -~ ;' j ~\ _ - __ ~~ _
-
~ 1 Cul rt~'Size= 15' ~~. ,Culvert 21 i '`
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• Soil e1 CuE

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1Drninn ' Area+ 1.60
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N T ' e= Eve -------------------------

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tvMAT[~!-~ I_. ,NE cN
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I ~ EECr.ND
N ExlsrDac ROAD
~~~ _ @xISnKG Srae.~M
W E 1 1 '~ ~ PROPERTY OOUNDARY
UlVei't 2d 217 CUN'1'OURS
rninpge pren= 1.50 rRDrosEDROAD
S
„
- Acre$ ~ ,
= 2.79 cf$
rRUrosEDURlvrw^~
~"I r.l
_~ invert Side= 15"', PR0I10SED HOCSESffE O
oll Type: ~vF ~~
SIRIi~M CROSSING
~ ` ` cuwr.Rr O
OCIlEI'PROI'hC'1'101: r\
DESCRIPTI^N ^F DISTURBANCE AREAS i SLLTFENCE
^N SHEET 6. `', ~I=CCKDAM --`-
S^U`TH BARNABAS DE.VELQPMENT ~'C^. DRAD:AGE DITCH
TFIdPORARY 05RM ~1
;~ DISTURBANCE I.If~4IT Q
\-.
TROUT DUFFER
IUY STREAK SETBACK ---

i <
~``''` ~ °s
o ~ ~
~ EROSION
CONTROL SOUTH BARNABAS DEVELOPMENT •~~
~
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~ PLAN ~ . ,.~~,: ~~ ~$ nZ
NC
JACKSON COUNTY . =~s - o
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ui =
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D1~~~RD-' SCM~NE'~~~ER.
%~ 8$4-,~3~ - - ~ - -
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'~ ~~ ~S^L1TM~'BA'12Ni~BAS~ DEVEL^PMENT C'0. "~
~ i' ,;
II 1, 1' , it
GENERAL MR~INT~N~NCE'' ~,%" %` %` %`
~~~- IN TRD'~UT BUFFER
'.
0 AD~ITIC~NAL~ ~IIS~fIj~R~ANC~
_~; ,~ ~ -
' ;UNTIL TROUT ,%BUFF"ER
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,, \~~6
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nti ` I,I.
~~ ~^LITH BARNABAS DE!VELgPMENT C^. I f ;~ ~'
N1 TCH ~ LINE "HEED I1 1,
;. ._
.
b I MATCH ! ! iNE `~ NEE?r ,1
LFiGEND
N ,, ~ ~ i~ Exlsrmc RunD
ExISrINC srRE\M
W E i ~ 1 rRUrERrv OOUNDARY
2J'CON"POURS
rROlY1SED ROAD
S rR01'OSEU URIVEWAV
rROI'OSED HOC:SESffE Q
SCALE: t•=~
~ ~ ~ ~ i S-1'RI:AM CROSSING
CUL\'ER"I' Q
j, 1, I 1 Dl:-I'LF. 1' PROI'FCDOIA ~\
DESCRIPTION ^F DISTURBANCE AREAS SLL7 FENCE
DN SHEET 6. fIIECCDAM ~--
DRAINAGE DITCH
I TEMPORARY DFRM ~~
DISTURBAtMCE LIMIT C~
i 1 i i i
TROU7 DUFFER
IOD'STREAM SETB.ICK ---
,,, .... ~'fs'_ ' tr a
o ~ ~, EROSION SOUTH BARNABAS DEVELOPMENT ;~+ N~'~ ~e~<o~~
_ ~ ` CONTROL ER^SI^N C^NTR^L • ~s®~~ #Y;N~~~
~' ~ ~' PLAN ~ ~~~
~~ JACKS^N C^UNTY, NC ~ _~_~ 9 ~m=

~~ ~ ~~ ~~ Wr S 1~ To ~~ ~~~ MN LAND GRADING:
A 1181Mr OIIRE M 1~.A 11i i 1~01~10~
Rte[
K1/01101 MIFOeI W A iK ~ ~ ~r R~Q M ~~R Of ti It]I1-6N1J 1N1T all YME S1LV111DN L
~ r111~1 lli }~ ~ lli ~/~a EOM[ aO~r 1O lli IANO d~ll~~
KRI,~, ea N M MR ~ ~~~ ~ OR~t !~ 1,O ~
I COnRSE °pUMAgLE
~iFw~ jERn10mONU 1 - EX GTInG~J
2'-]'THIN) I~rnvENErrt 1
1. CONSfRUR AIO MAINTAIN ALL EROSION AHD $ED[NEMAnd1 CONTROL IRACfICES
AMD MEASURES IN KCORDANCE WTTN THE AI'IROVED SEO[NFMTAnON fONINOI Ii.W
AND COAISTRUCnON SCHEDULE
~ RRI _ 1~ ~r AR ~~ LR~
- to rMrr ran 100^x' 11w-C ~
~I~ ~~~ A11 r~ Me IR ~ SW1 t16 a YIOiRA
YdE01110M s AltD A RF/OOIBIOIE IEOIOD rOR elMNii tl0'RCC1O11 a Niue
AIO ~~ r1aORIN IRrI DRW00 dBem M lAli 16110rON AtaMMB,~ K
' n I .

2. REMOVE GOOD TOPSOR FROM AREAS TO BE GRADED AMD FRIED, AND PRESERVE LL
FOR USE 1M FIMISMIKa THE GRADINGOFALLCRITir.LLAREAS-
rrt: ^Q[ a Id10 OBIIMrOR - LI ~ AIOIO M 2106 M 1MR0rW01 01rB1
~~ ON 001BBB10M IaOE 1M 110ti
060R rR1M0 OIOIIIC[ x011 Ot10M11i M AMROrRNI[ IBIORI Or !11171
Mtn
SCARIFY AREAS TO BE TOPSDILED TD A ARNIMIM DEPTH DF 2 INCHES BEFORE
3
OMW OArrIORY - 110IIrE oral AIO alNEllr 17rIA0118 - 10-M
rac Afar ~~ r 2018 Or IlIOi1UfMD NES0101a1 rOR re rR1f ALL rlBeet 0/ MR
OONRSr1eNF, 0000 OgBQAB6 d1001[Mf MI/r NqM[ rOR Ote~110/0L _
GRODHD .
PLA[ING TOPSOIL.
Boors
DR
vELB:rrAnoN
n AIO GRDR AREAS ro aE nuEO TD REMOVE TREES
A
L
LE
SIOIK SIIMIIK - UY • 0-BR71 OOUIO[ Q aOC re 111t rlrwe SOIB 0010Om OR OOM11 AM0 Se1oRRnoM 0011RIOL HAIR SI101AO
~~a Cdr bar A T[ ~w n~ A rYM ~i ~ LP
n ,
.
,
A
.
:
E0. 083ECRONnRLE MATERIAL THAT WOULD AFEERTNE fYINMED STMILItt OF THE
O
COIrAr OM lM~ K tr67m N Me OPJMRROR Q
~ ~~~ s~111oIa ~ IMwes AM
~~, FBP Nwn n wss w,w awR 1NOilUrs NOrLOIIIOM a A L1F011 OMOOOR VOr M ItlOiq rOP[ or
SIR q M lIKNL M r0UDM01 rBpglrl BOIeAt6
~
112' MIN F
ILL
5. ENSURE THAT nLl MATERIAL IS FREE OF Mf6M, RU88191, RDO(S, IDfS, STUMP5,
mar ~ ~ _ ~ ~ ~= ~
N~ ~1 ` eMe ~ ~~ la, 1 MUST EXTEnO Fuu WIDFH
O=:NGRE55 nIgEGRESS B `ILLSDING DEBRIS, AND OTHER lUTERIALS INAFPROPRIATE FAR CONSTRUCTING STABLE
rROr M tie OWIIRdf ~ 110Or0110r011 0RR1011 a 1~'t
o~'T ~~' ~~ *~ t1~'M1~1 /a ~ F
S-S }S R PLAN VIEW 0£MnOA.
6. PIPE LLL FlLL IN LAYERS NOT TO EMCEED 9 DICIIE$ IN iFOC]OESS, AFJD m WICT
~lrW071r
i ~
M '~ R • 0r rMC -dJ 1
1
~TIY~1
f RptH THE LAVERS AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR OTHER
RELATED PREI&FNS

t. CiEAE TFIBM«R wo rwwwr Mf/i .ILL IB[OiOI n001t
~ RQ ~t~t ~~
IDlif Or 111gR0ee1 Y@111NIM Ili ~ N OOMN1011a1 li0l IIDT N NKY
O, ala ~~ A~ rR~irt= ~~ ~ r~R~ NOUN,nR
1r
I 1~~.~1 (DPFIONILL)
I - I
E .

7. 00 NOT INCORPORATE FROZEN MATERIAL 00. SOFT, NUfXV, OR NICa1LY
COMPRESSIBLE MATERIALS INTO FILL SCOFFS.
L OsK ALH ROAD ~~ lie IMII~
l R i rOOORL Ala ~ 1101T 11e rEl~awtMlec Ot6Alt A1E LN
~ H DUE TO rossrlLE SULSIDENCE AND
ON A FROZEN FOUNDATION
P
O
KE f]
OOMlrlli 0/ M lenMN
:R lroit rRa1i reus aR IwRlwa rut ar/s - tier Ri
uo tRLeo SIRrIneR role NtNNMi rR oiRelr
IOr ~ LIMN t A ~ M rac / i 11Y0 SIOK, re10il01MM1 LO M NIeI14 IY0IIIRILr 00aIi10
tM111N M reel laC M IBe1l0[ XOr[ 71iuD K GIallAlm Alt lvolr
LM IOOI ~r a SIRFAtI iROMdO[ ra M lM0 OB~i AOIORY
1Mi rt1111[
ON NO a OONIROL NAM

[XISTNG GEDTEYItLE tIDSnNG ,
T
E
LL
8. DO N
SLIPPAGE.
9. KEEP DIVERSIONS AMD OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT
~. Nearrt Afe OReRf 00'tK eAl01F 10
SUr[ 11610 M IISOM 11IR MRt OR 711ee1Rt
t K tt OR BRIER TOR M1E1r AIRI
AM A .
Ogel~ N lie OIDr
lOOli K 1~ 10 O[TOYi M /Ir110110BR IIDIII M M Z01[ 0/
ant® ~ ~ ~ ~ ta0 /OOf !>811111R OlrOp10 GROUND --~ FL09W CONTROL PnvEKEM

Less e; OURIN6 All BIASES OF DEVEIDPNENr.

mN IN
r
R
t MFn CYIS
l
tlaaRV Ile 1o afeuoBlE atla~R6R ar Nu[niiel ILO Troll M LaroERiltR a M the ~pp~
ID. wroLF ¢EPS nR:v
~
AaoaDAHa wTTn AwRavED METHODS
tBFBRO1lrLtL SIDE ELEVATION .
t 1rIfM A O~lal Odle[ 01 ate° CLMIw~ setlE etetr
OIQ M rill 11O1N OR M RDIO 1110 711001M 10 FBOO
oQ~a faa r OIL'[ M /rrnoNEAE ItOMI wt tm1 OC1OIFim raR A SRIe1 >BIIOR, M
Zele O III04R0~ NOOETAIeN f101L1 R K~l1~ n1011 M a10[ OI M
~~ 10 M 1~ l9K OI M OORR® ARA K ~i RD N M
ran
ll
f1'(nIN)I 3N
I f
11. PERNANFNRY STABILIZE ALL GRADED MEAS IMMMEDIATELY VIER FINAL GRADING
IS COMPLETED ON EACH AREA IN THE GRADING RAN. APRI' TEI,PORARV STAdLIZAnON
MEASURES OH ALL GRADED AREAS WHEN WORK IS TO V INTERRLIPRD OR DELAYED FOR
7 .~ S}OAR ARM Q ~r at ~ eanr L
OROO. Brlrll firRiRfl ORRi 011 reixlRa OLrIC aEMM eZ
COrIwION LYE IM ICAO OM .01~} O11M11 MOICIICES /OIO IiAr
EII001011 At1 7E0M6101110M 00M1101 ~1lrr E 1D0111m N LEII 7ti Oi M rRRM
m/t MEMIEtr M IMO OiI11RtB10 ILIILRM: rIM rIMC11C0 MD OOa1REM ~
Ffow N ,
fN 30 WDRNING DA15 OR I-NCfR.
p01t 11AL71 M a01011Et STOIC lOrD Ief ~ IOOI/m 111M N M me 0- 11110611118D ~L/OOl l3. SHOW TOPSOIL STDCICVIU'S, BORROW AREAS, AND SPOIL AREAS ON THE PLANS,
t I~OtE ALL ~ IBID. alq. Alt. A11 OILER
r111R~ AI6i OR OIIeMMi[ MrROrlalQr ~g K lOdl
~- AND MAKE SURE 1MEY ARE ADEQUATELY PROTECFED FROM LHIOSION. INCLUDE nNAL
ZAnoN OF THESE AREAS IN PLANS
T

K OII100i i aM!{L1E.
7mBOR 001RIIOL YE/i1BlS 10 rRYOR CQIMI IROIQ.'IS ~ tK riff LO lMOR rrRle uaR M
Iri iA/,t RtRMl00r OE1EIOr1OlI A11M1lt N SrlOF® RNE11 ~
' cROSEO c
-._ . o,rtAa .
$
ABU
~_ MOOT 011 OOlitlll /Rat U< Or M KOK-SGIm r1ORRL IIFr Iqr
10Sr M R011BmRt 0- 118[ MISAIrE lAR M HOER 0/ 1) M (CLn55 B) EnsrolG
GROUND
ROEriBI rRrO. i AN1S?IRL 011 SI M ZNL Oi IAOEROiID tl001LA1101L
AuaMNe AR EML'OIIOM! M® oM 0000 ENOBIIEErrIC JI0011EMr, loon E SECTION A-A

CONSTRUCTION ROAD Rnm aR A sIE trncnc Mta
BUFFER ZONES
TEMPORARY CONSTRUCTION ENTRANCE
LAND GRADING

~ V • K .B. R K Rr
FI<
~~=~A COMPLETE GIUDING BEFORE PREPARING SEEDBEDS, AND INSTALL Nl NKFSSARV
EROSION CONTROL PRKTICES Sl1CH AS DIKES, WATERWAYS, AND BASINS.
MNIMLZE STEEP SLOPES BECAUSE iNEY MAIQ AEOIFD PREPNUnON DIFFldAT
~~M NJr nti 1IBS0RY R M SIIFAII
eR1aMi AIILLi i ~e1~ 10 1IE R~ SLRAr.
L FIIrtE TINT KL r4rM161I fROBM OOIIIROL nlctlts

MML~IM~
«« /B .A~~\~MIM f R~
~ * AND IIIGEASE nlE EROSION NAUIID. IF SOILS BEGONE COMVACTED DU0.1N(i
GRADING, LOOSEN THEM TO A DEPTH Of 6-B IMCNB USING A RIPPER, HARROW OR
GH14L RAW.
GOOD SEEDBED PREPARATION I$ ESSENnAL TO $UC~SSillL RANT FSTABLISNMEHr.
rROIOE AOEOIMIE rR01FL'TIDN rat M 10-LR rF/R SIOIMI
~f. p
Nsr
- ~ ~ ~
r wl ~
1d ~
~ AA
_ «
1
A GOOD SEEDBED IS WELL-RILVERISEO, WOSE AND UNIFORM. WHERE
HVDROSEEDiNG IfTNODS ARE USED. THE AIRFACE MAY BE LEFT WITH A MOPE
IRREGULAR SURFACE OF LARGE ADDS AND STIXES.

t• 1® GLFAwi A~ F~lal a M t~ w~ MO
~ ~r~ A ~~~ ~ ,rt

wrortLE
~i
L
~ APPLY LIME ACCORDING TO SOIL TEST RKONNEADATlONS OR AT A RATE OF t TO I } RR IM~Rt® ~M AAiOMC M SIRB11l LSE ISe1rE
A
"" v"
K~ROI Raeew
F BwM INN K r. !w TONS OFR A[IIE.
AWLV FERnLIZER ACCORDING TO SOIL TEST RECONNENDATIONS OR R 1 RATE OF SIRFAi MISS MRI RlIM- OR 01188 NlROrMIRY tlORIB
~. B
Nw ~ ~R~
M K wa rRR AlY R
Ar« M K R~I« INK 800 POUIOS 1ER ACHE OF 10-L O-f 0. BOTH LIME AND FERTILLZER $HOUD BE
INCORPOMTED INFO THE TLIP Ad INCHES DF SOIL IF A HYDMLAIC SEEDER I$
USED DO TROT MIX SEED AND FERnt]ZE0. MpIE THAN 30 MINDTES BEFORE ~ 1i@ ~a K ~r M4a 10 M MAY
~ MB3 6 PWIICIAAItY Br01lOWf MOI QAQIS AR lie).
~ ~~ ~M A~Q MR M Ce11lA lBi ~ M H

., b.. z aaPRr
yrr Arr w
lit ~E ~« ~~ ~ APPUCAnoN.
SURFACE RIXIGLIENING SHOULD BE UF1lIZED A.S NECESSMY TO PREVARE THE CR00l10 rdl A 1/ORM On-MOZ O< K reET. RM[ r!r
~ ~~r Alt A ~ ~ 1 R ArK M
'n`~'~`
r Al« 11Y1 BT CAI
K .Rf LAS SEEDBED.
SEED SHOULD BE AFw1ED BY MOAIICAST111G, OR[WNG, DILNACKILG OR AAOBO6 AITIq~l01 l611di 10 r~I l~II /~
~~ RAF AMD 10 M1DO NOm NOR LO I'MS ~~
r
i
R
Q'Mw ~ ~~ N19RDSEEDING SEEDING RATES SMd1ID FDI3DW THE TAHf BELOW. fF M E
nu cn sr
O
RB« 1«w RB. «1R PLAIT NYDROSEEDTNG IS NDi USED, COVER SEED Wfnl CLEAN STRAW MLCH AT A RATE t EMr~ MM .rMti aA~t ~ 10 OOIBOOI M SER[ON A-A
>. RA M 1~ 1~
~~ ~BR OF ADDO POUNDS PE0. AGILE.
A0.EA5 TO BE STABILIZED WIIM PERMANENT YEQTAnCW MUST lE SEEDED OR a~E~. MC A~ {IMI ODR• ~IK M r~ 1/ON
001/'IL1OM Or M 1,1108110, rLL° 001/RC1, NO Ntrlt3 M ,u, ,uru.
« Aw R~ ~LR>•L K
.~.
M ~a NAMED WITl11N IS WORKING DAYS OR 90 ('4EMAR DAV$ AFTER FIWl GRADE IS
REACHED, UNLESS TEMPORARY SFABIlRAT10N IS APPEND. SEEDING NIXNRES
RECOMMEIOED HERE ME DESIQIED TO CEIERAL USE AND ARE KH L PR01,EN IN
PRACTICAL FlELD STTUAnONS ONMi CIMN4 IlrrROnwlELr.
L ~ ~~,~ ~M1 ~~ LO r~ rerw6R
~ ~~ ~ a~M ~~ ~Ry ~ ~
OIee SITE RWKI( IROO 801081
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AL C01011101C7ON RfOLRROIOR! POR /110M rRRCtI1Q
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~f BRB=r T~ ~a R 1. STONE WILL BE PLACED OM A FILTER FA9LIC FOUL011nd1 TO lNE 1I1E5,
GRADES AND LOCAT10N5 SHOWN DI THE PLAN.
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2. SET SPACING OF CHECK DAALS TO ASSUME THAT THE ELEVAT10N5 OF n1E aFSr
OF THE DDYMSTREAM D V1 I$ AT THE SINE EIEVAnON OF TIE TOE OF 1ME

UPSTREAM DAM.
AwB K /• I K RIRr Al K
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RaR ARBL « BIwwY «« A. 3. ExrENO THE STONE A MINUiIN OF 1.5 FEET REMOLD TIE DIT[M
BANKS TO PREVENT CLfmNG ARLIUIO THE DAM.
l B11[ K /R« ~ PRBAv
r« RFR K eRRI Aw
~. PROTER THE CHANNEL DOWNSIREAN OF 1ME IAPIKI' C31Eb( DAN FROM SCOUR
AND EROSION WITH STONE OR LINER AS APPROPRIATE.
~~
R 5. ENSURE THAT CHANNEL APPURTEnANCES SUCH AS CLEVt;T EMRANCES BHDW
INFIX DAMS ARE NOT SVBIECT t0 DAMAGE OR BLOCKAGE IRON OISILA¢D STOLES.
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MAXIMUM DRAINAGE AREA 1/2 ACRE.
OUTLET STABILIZATION PERMANENT VEGETATION STREAM CROSSING CHECK DAM

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RECP CHANNEL INSTALLATION ROADBED DETAIL EARTH DIKE RIPRAP DITCH
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ROSION CONTROL MAINTENANCE
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1. All erosion control devices will be checked for stabNity
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and Draper operation immediately fDHowing each rain
uired cleanout or
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but In no case
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repairs will be ma
in good working order.
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2. Sediment basins Ix traps wNl be cleaned out when the
level of sediment reaches a pant no less than 2 feet
Gravel will
of the riser or gravel f"iher
the to
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p
rom
be cleaned or replaced to insure Draper drainage of the N~RO~ ,a„~
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,
basin Or trap. """°"`
3. Sediment will be removed from behind sediment fences whe

- - the accumulatbn e3lceeds 6 Inches at the fence. Fences
wiN be repaired as required [o maintain a barrier.
v~1OMY"
my SILT FENCE D ETAI L

4. All seeded areas wNl be fertiNzed, reseeded as required,
or mulched as provided in the vegetative plan untY a
vigorous, dense vegetative cover has been established.
5. Materials removed from sedknent devices shah be disposed
of in approved areas and stabNized with vegetation. coNSrnlfcnoN srcarruTmrFs
L a[IB M AKA er ALL ODBIf tlrt 10111
IMOLO tlCAVRrd 111 rl61L i MOO..
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l1ALF REINFORCEMENT MATS t1~A/1 rOOf TImL LALQ oT IE:Or b a BS7

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RECP INSTALLATION EROSION CONTROL MAINTENANCE ROCK INLET PROTECTION DOUBLE SILT FENCE
- ~
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CONTROL SOUTH BARNABAS DEVELOPMENT ~' ~-

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