20011475 Ver 1_COMPLETE FILE_20011024

0140? w A r?&77. o
_ -i

Michael F. Easley
Governor
William G. koss, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
November 21, 2001
DWO# 01-1475
Henderson County
Harry L. Schenimann
145 Autumn View Court
Fletcher, NC, 28732
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Schenimann:
You have our approval, in accordance with the attached conditions, to place fill in 90 linear feet of intermittent and perennial
tributaries to Byers Creek in order to construct a road crossing accessing your commercial property in Henderson County, as described in
your application received by the Division of Water Quality on October 24, 2001. After reviewing your application, We have determined
that this fill is covered by General Water Quality Certification Number 3289, which can be downloaded from our web site at
http://h2o.enr.state.nc.us . This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of
Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. You should send an application to
the Division of Land Resources for their review of your project under dam safety rules as well as erosion and sediment control. Also this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you maybe required to send us anew application for anew certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all condition. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional condition
described below:
An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office before
the impacts specified in this Certification occur. The stormwater management plan must include plans and specifications for
stormwater management facilities designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. Also, before any permanent building is occupied at the subject site, the
facilities, as approved by this Office, shall be constructed and operational, and the stormwater managementl plan, as
approved by this Office, shall be implemented. The structural stormwater practices and well as drainage pattems must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from
the Division of Water Quality,
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 1508 of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If yoy have any
questions, please telephone Roy Davis in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in Raleigh at 619-733-9721.
Attachment
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
FJince ,
. Thorp 011475

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ill l1 '177 170C /.. L.......? I'.rll 777 COM /{....\ L. N... I/1.11.. ........?.. ?.. .... .... /.........N.....J..r
0OFWAT?R?G
r
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. ThorpA, Ph.D., Acting Director
Division of Water Quality
November 20, 2001
DWQ# 01-1475
Henderson County
Harry L. Schenimann
145 Autumn View Court
Fletcher, NC, 28732
APPROVAL of 401 Water Quality Certification
Dear Mr. Schenimann:
You have our approval, in accordance with the attached conditions, to place fill in 90 linear feet of intermittent and
perennial tributaries to Byers Creek in order to construct a road crossing accessing your commercial property in Henderson
County, as described in your application received by the Division of Water Quality on October 24, 2001. After reviewing
your application, we have determined that this fill is covered by General Water Quality Certification Number 3289, which can
be downloaded from our web site at http://h2o.enr.state.nc.us . This Certification allows you to uss Nationwide Permit
Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. You should send an application to the Division of Land Resources for
their review of your project under dam safety rules as well as erosion and sediment control. Also this approval will expire
when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Roy Davis in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in Raleigh at
919-733-9721.
Sincerely,
Gregory J
Attachment
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files Q
File Copy
. Thorpe, Ph.D Q 6V
?v
011475
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non ono -.oc i.. ........, non inn corm ia..,. N.. n,..n,. .........,. ..,. ..., i........,.i.....,..i
MEMORANDUM
TO: John Dorney Regional Contact: Roy Davis
Non-Discharge Branch WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Howard Gap Mini-Storage County Henderson`
Project Number 01 1475 County2
Recvd From APP Region Asheville
Received Date 10/24/01 Recvd By Region
Project Type commercial development
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O YO N ?-
-1
6-55
3 ?? 30,402.
?
90.00 30.04 60.00
?
-
-
- ?^?
?--?
77
Mitigation Wetland
MitlgationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y pO N Did you request more Info? O Y (@N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y O N Recommendation: W Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 35 2312 North Longitude (ddmmss) 82 28 58 West
Comments:
On November 7, 2001 Harrv Schenimann and I looked at the project site. I observed that 60 feet of
cc: Regional Office
Central Office Page Number 1
-ft
t ?t 79,
Pr

?0 WATF?Q
?0 G
o c
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Penn app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.armv.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr. state. nc. us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page I of 1
CAMA Coordination - If the project occurs in any of North Carolina's :wenty coastal counties (listed o
the last page of this application) the applicant should also contact the North Carolina Division of Coastz
Management (DC?vI) at [phone]. DCM will determine whether or not the project involves
designated Area of Environmental Concern, in which case DCN I will act as the lead permitting agenc)
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinat
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of thi;
application). Upon receipt of an application, the USACE will determine if the application is complete a:
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applican
to address information needs for all USACE Nationwide, Regional or General permits, as well a:
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.arrny.miI/wetlands/nwpfinalFedRe.g.pdf
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
y
Office Use Only: 01147.5 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
Ox Section 404 Permit
0 Section 10 Permit
401 Water Quality Certification
F] Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 'Certification
is not required, check here: El
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Harry L. Schenimann
Mailing Address: 145 Autumn View Court
Fletcher, NC 28732
Telephone Number: 828-681-0681
E-mail Address:
Fax Number:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: N/A
E-mail Address:
Fax Number: N/A
Page 3 of 3
A.
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.
Name of project: Howard Gap Mini-Storage
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Henderson County Nearest Town: Fletcher, NC
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Hendersonville take
US 25 North; Turn right on Brookside Camp Road SR ; Turn left on
Howard Gap Road SR 1006). Go 0.37 miles north to site on the left.
5. Site coordinates, if available (LUTIVI or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Un-developed and un-zoned
7. Property size (acres): 8.70 acres
8. Nearest body of water (stream/river,'sound/ocean/lake):
Byers Creek
9. River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:.';h?o.enr.state.nc.us/admin/maps/.)
Page 4 of 4
10. Describe the purpose of the proposed ??ork: Grade property to develop a
commercial business site. Wcrk includes building two driveways
across an unnamed tributary stream.
11. List the type of equipment to be used to construct the project: Bull-dozers, excavators,
and roller compactors
12. Describe the land use in the vicinity of this project
IV. Prior Project History
Residential
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.
Not applicable
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 5

1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact
(acres) Located within
100-year Floodplain"
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland"'
Not Appli able

' List each impact se parately and identify temporary im oacts. Impacts include, but are not limited to: mec hanized 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 httoJ/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.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact' Length of
Impact
(linear feet)
Stream Name' * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
41 culvert 45' UT Byers Creek 12" Perennial
#2 culvert 45' UT Byers Creek 12" Perennial

' 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, ditchingJstraightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.mapqumcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 9C feet
Page 6 of 6
Open Water [mpacts, ircludina Lakes, Ponds, Estuaries, Sounds. Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres) Type of Waterbod
Name of Waterbod;? y
(if applicable) (lake, pond, estuary, sound,
bay, ocean, etc.)
Not Applicable

• List each impact se parately and identify te,=orary imcacts. tmoacts include. but are ?nt limittA tn• rill
rYrwa?inn a..a :-_
flooding, drainage, bulkheads, etc.
+5,?,?r
4. Pond Creation Not Applicable
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): E] uplands E] stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:.
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.
Page 7 of 7
VIII. Mitigation
DW'Q - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://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.
Site grading and Prosion control plan attached.
Pa;e 8 of 8
2. Mitigation may also be made b;, payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/V1 :tlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP. check the NCWRP website at http:.,h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If %ou answered "yes", provide the following information:
pa-e 9 of 9
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' (squImpct are feet) Multiplier MiRequired
tigation
l 3
2 1.5
Total
v cnwu 3 uut iv im Perhenelcular from near oanx of cnannel; Lone Z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes F-1 No 0
Is this an after-the-fact permit application?
Yes F1 No
Page 10 of 10
?ilk'. 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).
i

Appli6nt/Agerjs'SignatYire Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmin, on, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Carnberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Pace 1 I of 1 I
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National ,N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAIMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
r•
(111475
SEP 6
p

Pre-Construction Notification (PCN) Application Form
QG

For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wettands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.anny.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 1
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CA?MA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.miI/wetlands/nwpf'lnalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
Office Use Only: 14 7 c ;} Form Version April 2001
USACE Action ID No. DWQ No. r
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
Q Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: El
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Harry L. Schenimann
Mailing Address: 145 Autumn View Court
Fletcher, NC 28732
Telephone Number: 828-681-0681
E-mail Address:
Fax Number:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: N/A Fax Number: N/A
E-mail Address:
Page 3 of 3
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: Howard Gap Mini-Storage
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Henderson County Nearest Town: Fletcher, NC
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Hendersonville take
US 25 North; Turn right on Brookside Camp Road SR ; Turn left on
Howard Gap Road SR 1006). Go 0.37 miles north to site on the left.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Un-developed and un-zoned
7. Property size (acres):
8.70 acres
8. Nearest body of water (stream/river,'sound/ocean/lake)
Byers Creek
9. River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:,' h?o.enr.state.nc.us/admirb'maps/.)
Pa;e 4 of 4
10. Describe the purpose of the proposed work: Grade property to develop a
commercial business site. Wcrk includes building two driveways
across an unnamed tributary stream.
11. List the type of equipment to be used to construct the project: Bull-dozers, excavators,
and roller compactors
12. Describe the land use in the vicinity of this project: Residential
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.
Not applicable
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Pave 5 of 5
I. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Not Appli able

* List each impact se parately and identify temporary im pacts. Impacts include, but are not limited to: mec hanized clearing or fill
8m g,
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 httr)://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.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
41 culvert 45' UT Byers Creek 12" Perennial
#2 culvert 45' UT Byers Creek 12" Perennial

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.usgs.Rov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoouestcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 9C feet
Page 6 of 6
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
(if Name p Waterbody
applicable) Type of Waterbod
y
(lake, pond, estuary, sound,
bay, ocean, etc.)
Not Applicable

ist eac impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation Not Applicable
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): E] uplands F_? stream [] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
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.
Page 7 of 7
VIII. Mitigation
DWQ - In accordance with 15A tiCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
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.
Site grading and Prosion control plan attached.
Pave 8 of 8
2. i'vlitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCW'RP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP. check the NCWRP website at http:.,h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes R 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 F-I No 0
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 F? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes No If you answered "yes", provide the following information:
Pale 9 of 9
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
?.V- i cALc41 3 vul JV 1CCl PCrPCaWCWar [rom near oanK or cnannel; Lone "L 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.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes F] No ?
Is this an after-the-fact permit application?
Yes F? No
Page 10 of 10
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).
i

AppliCnt/AgerjW Signatfire Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Sunry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
•Croatan National Forest Only
Page I I of I I
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National iN
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CA?MA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
MOUNTAIN ENGINEERING COMPANY
CIVIL ENGINEERING + SITE PLANNING
P.O. Box 66 Flat Rock, N.C. 28731 [phone]
. ,0!
21 August 2001
Mr. John R. Dorney
N.C. Dept. of Environment and Natural Resources
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 011475
Re: Howard Gap Mini-Storage
Site Improvements
Henderson County
Dear Mr. Dorney :
sa
SEP 6
Attached, for your review and handling, are seven (7) sets of Grading, Drainage, and Erosion
Control Plans for the above referenced project. Also attached, is the N.C. DENR Division of
Water Quality Pre-Construction Notification (PCN) Application Form and the N.C. DENR
Financial Responsibility / Ownership (FRO) Form.
If you require further information, please contact me at 697-9573 or 712-1558 (mobile).
Sincerely yours,
John er, P. E.
cc: Harry Schenimann
ON/7?

MOUNTAIN ENGINEERING COMPANY
CIVIL ENGINEERING + SITE PLANNING
P.O. Box 66 Flat Rock, N.C. 28731 [phone]
,0
15 October 2001
Mr. Robert Ridings
N.C. Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Howard Gap Mini -Storage
Site Improvements
Henderson County
DWQ Project # 011475
Dear Mr. Ridings :
PAYMI--NIT
RECEDED

In response to your letter of 10 October 2001, I am enclosing my check in the amount of
$ 200.00 for the above referenced project.
If you require further information, please contact me at 697-9573 or 712-1558 (mobile).
Sincerely yours,
John B. J P. E.
cc: Harry Schenimann
PAYMi ?T
RECEIVED
Michael F. Easley
?0? W A r49 0
?O G Governor
William G. Ross, Jr., Secretary
> --? Department of Environment and Natural Resources
Gregory Thorpe
Division of Water Quality
October 10, 2001
DWQ# 011475
John B. Jeter, P. E.
Mountain Engineering Company
P. O. Box 66
Flat Rock, NC 28731
Dear Mr. Jeter:
On September 06, 2001, your application for 401 Water Quality Certification for a project in
Henderson County was received by the N.C. Division of Water Quality. Please note that beginning
January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a,fee for all 401
applications. Your application is being put on hold since no payment was received with the package.
The fee for applications is $200 for projects impacting less than an acre of wetland and, less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of
streams, the fee is $475. In order for DWQ to review and process your request, you must send a
check in the appropriate amount made payable to the N.C. Division of Water Quality. Please refer it
to DWQ Project #011475
Please call me at 919-733-1786 or visit our web site at http://h2o.enr.state.nc.us/ncwetiands if
you have any questions regarding this fee.
Since ,
Robert Ridings
cc: Central Files
File Copy
PAYMENT
RECEIVED
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
040 709 1708 1-6 ---N 010 711 9001 M-N L. H..•//1.90 - nMln nn nr /n...unHnn.ln/
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land-disturbing activity on one or more acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and
approved by the Land Quality Section, NC Department of Environment, and Natural Resources. (Please
type or print and, if question is not applicable, place N/A in the blank).
Part A.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10
Project Name HOWARD GAP MINI-STORAGE
Location of land-disturbing activity: County Henderson County ,
Cityor Township Hendersonville , and Highway/Street Howard Gap Rqad
Approximate date land-disturbing activity will be commenced: September 20011
Purpose of development (residential, commercial, industrial, etc.): commercial
Total acreage disturbed or uncovered (including off-site borrow and waste areas):
6.O?acres
Amount of fee enclosed $ 240. 00
Has an erosion and sedimentation control plan been filed? Yes XX No
Enclosed Yes
Person to contact should sediment control issues arise during land-disturbing activity.
Name Harry Schenimann Telephone [phone]
Landowner(s) of Record (Use blank page to list additional owners):
Harry Schenimann
Name(s)
145 Autumn View Court
Current Mailing Address
Fletcher, N.C. 28732
City State Zip
Recorded in Deed Book No. 10 6 3
Current Street Address
City State Zip
Page No. 3 0 6
Part B.
Person(s) or firm(s) who are financially responsible for this land-disturbing activity (Use a blank
page to list additional persons or firms):
Harry Schenimann
Name of Person(s) or Firm(s)
145 Autumn View Court
Current Mailing Address
Fletcher, N.C. 28732
City State Zip
[phone]
Telephone
[phone]
Current Street Address
City
State Zip
Telephone
(a) If the Financially Responsible Party is not a resident of North Carolina give name and street
address of a North Carolina Agent.
Name
Mailing Address
City State
Street Address
Zip City State Zip
Telephone Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the certificate of assumed name. If the Financially
Responsible Party is a Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address
City State
Street Address
Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was
provided by me under oath. (This form must be signed by the financially responsible person if
an individual or his attorney-in-fact or if not an individual by an officer, director, partner, or
registered agent with authority to execute instruments for the financially responsible person). I
agree to provide corrected information should there be any change in the information provided
herein.
Harry Schenimann Owner
Type or prin name Title or Authority
Sign e Date ??
I, Debra A. Vaughan , a Notary Public of the County of Henderson
State of North Carolina, hereby certify that Hn cc-%-t S c?ner>? u? r1
appeared personally before me this day and being duly worn acknowledged that the above form
was executed by him.
Witness my hand and notarial seal, this 15th day of August ,-i9 2001
O-(74 C- 'k nY\
Seal Notary
My commission expires Oct 31 , 2005
Akv-J? 1? 1?gt C(:?'
Date:- '_?2,f) (
To: ?RRO
?FRO
?WaRO
?WiRO
?WSRO
.,_J;k4RO
?MRO _
1,42 1(
Steve Mitchell
Ken Averitte
Deborah Sawyer
Joanne Steenhuis
Jennifer Frye
Mike Parker
Pete Colwell
From: U /tA h /-)
Triage Check List
Project Name //OW' I"J 410'4/
DWQ Project Num?beer;
County
Telephone 919 733-
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns

/
a
cixc7a vts?~ l ~ O C7
~ U z ~
z~ ~ W
~ ~
Z r \ G, ago
_ _ N ~ m~ ~ ~ ~ ~
w " N
i r~ G ~ N N 03 ~ W ~ N ~ ~ ~
~ 0~ E 54~ ~ o 2 a , 's \
I e 1 ~ I c ~ C7 x
~ I j z z ~ W a °a
~ ; _ , ~ I
~ 'o ~ N ~ ~4 N ' o z
i ~ ~JO , ~ m E; 7 i _ _ ~ 06. fir:, ~
Z w ~
~ ~ I i a ~ ~ ~ ~ o
~ ~ I I ~
~ 1 o ~ i ~
i ~ ~
LIMIT 4F ~ II i % DISTURBED i ~
1 j ' PROPOSED ~ ~ i ' i
~_I ~ I , i CH & BERM j
I r ,
i ~ , PHASE 2
f ~ f FUTURE) - / ~ ,
~ ~ i / i~ ~ r~ _ _ ~ ~ i / i ~ 1 ~ HU~VARD GAFF RC
1 ~ ' , i _ - i
J ~ ~
L ~i I r i i fi- / a
r ~
~ ~ _ i C ~ r ) U ~ ~ n
~ ~ SED TRAP #2 ~ ~ ~ TRAP #2 ~
~ ~ AREA IZE 80X120 ~ ~ V=17,80 FT. ,ZE 80X120 a t~' ° 0 F'T. , ~ w z
i - , ~ ~ U] i ~ _
_ ~ ~ i - ~ v
i ~ ~ ~ PROPOSED x ~ a
~ RIP--RAP _ ~ j ~ _
~ CHANNEL ~ ~ ~ 2.1 SLOPE ~ ~ EEL~END
W ~W
~ ` + ~ a - XXxxX -SILT FENCE a
AREA D D ~ ' ' PROPOS \ 6 ~ ~ 2.88 Ac ' r-a
~ , , i , , L ~ . ~ TRAM - NT TRAF' O SEDIME
~ / ~ ~ o00 -RIP-RAP DITCH ~ o
G~ ~ ~ y ~ H
~ ! ~ i ~ ~ SEDIMENT TRAP ~1 - -LIMIT of D(S?URBANCE 'z a
/ _ x AREA SIZE 40'X78' ~ w
V=6 240 Ff' ~ -srRaw BADS ~ Q
~ ~ ~ ~ aw
+ PRO DO LE x
' FEN
Q
/ + + - _ ~ ~
i ~ - /
~ ~ / ~ ~ ~ ~ / + 0 0 U
~ ~ PROP D DOUR /
~ FENCE + - U~ / + O - ~ ~'F~EJE~T Sur~MAR~~ ~
v, i' / 5 p D~ % / ti - - w
~ ~ ~ ~ x + ,
C%, + / raTa~ RRO~ECT AREA ~.~o A~ T(iiAL DISTURBED AREA 6.01 Ac
+ ~ +
i + / + p~0 PHASE I
/ PROPOSED RRp iE~T AREA 5,60 Ac. D~;T~~RBEp AREA 3,81 Ac
Q / + /
.J D A ~ / Q ~ + 1.15 CHANNEL RHA;E ~
~ PROJECT AREA 3.10 Ac.
~ / J ~ / + DI~.TURRED AREA 2.22 Ac.
i t / + U1
E''
z z w
PROPOSED ~ - -
30 CMP - - w a
C ~ ~ _ o a
- a o
a a
~QH z
r'''~~ ~ LHd1T OF z ~o
DL~TURBED AREA ~ U
z z
Q ~ o
~ ~
~ o
w w H
r
1.00 50 0 > m Q l ~ C7 m ~ i ~ ~ Z W
a u ,
- aO ~u o
GR~PI~[(' SC~I,I~ I(, ~(,~I,I~, z
3
~ ~ ri O
W ~Z r
o ~ O 0
~ ~e
SHEET
201 1 of 3
egKER
s2~n~

0 3'p~
O c7
~ z~ ctr~s rm U ~ s-
z~
z w m
i W N M
r ~ w FE",, ~ ~ 4~ wy ~ N
f-i ~ U
~ N z
~ N N rr~~ C7 ~ F-i `~i
E 545., p 52 --r ~ i ~ w w x a
~ o L.,Fb w ~ w o SEDA(ENT TRAP #2 ~ w H
N Z i ~ AREA SIZE 4374 FT ~ m
,i V=8998 FT ° ~ ~ m
~ -i- , l , ~ , N ~ ~ 4'~ 0• ~ " ~ Ei w o E ~ z
E 7 ~ ~ 06.4 ~ 06.4 ~ i a . 6 , r ~ o
LHQT OF ' i'~~ DISTURB D AREA ~ 0.
~ ~ PROPOSED ~ _
11 l i ~ ~ ~ RIP-RAP ~ 1_,_
~ ' ~ ~ PROPOSED I ~ f CHANNEL
- _ ~ ~ DITCH & B i ~ ~ , / \
I
~ i i i ~ ~ ~
PROPOSED ~
~ ~ ; i ~ - STRAW BAILS
' ~ o / a ~ ~
~ ~ ~ , , ~ ~ f /

~ ~ F11. ~ - ~ ~ ^'i'/'~ ~ DISTURB J HOWARD GAP RD ~ DISTURB
i ; ; ~ 1 2 Ac. ~ 62 Ac. - ; _ _ I ~ ~ ~ U
; , ~ ~ n ~
~i ~ ~ • ~ - ~ ~ ~ ~ ~1 ~ r!
~ i _ ~ ~ ~ ~ o' s~ w , ~ ~ ~ ~ ~ x 1~ W ~ I r
~ ~ ~ ~ ~ ~ / , , ; A ~ ~ i
CP ~ ~ ~ ~ ~ r ~ ~ Q
a a x ~ a
I 4, i i ~ ~ . \ J E~ ~ 1 ~ 6, , ~ ; i ~ / ~1 SEDIMENT TRAP ~1
~ ~ v ~ AREA SIZE 1875 FT $ w -1- , w
~ ' ; ~ i OPOSED I OPOSED UBLE ~ ~ ~ V=2680 FT. ILT FENCE ~
i ~ ~ ' r ' ~ i SILT FENCE I - ~ i i ~ ~i, ~ 2:1 SLOPE , ~ ~
~ / ~ ' ~ i /j' ~ / ~ 3 Z
j~ ~ - l~`i ~ ~ O - O F
~ ~ ~ ~r ~ 0~ _ ~
w
~ / • ~ ~ l ~ _ Z Q PROPOSED
j! I ~ Y J/ ~ + _ L_E SEND Z ~ ~ RIP-RAP ~
' ~ ~ it ~ ~I I I ` 1 S 1 x` ~ ~ ' j , ~ W CHANNEL
i i ~ x XXXXX -SILT FEN`E
,i~~i`~~~~ i e PROPOSED
, ~ ~,~'.i',I~i t' PROP ~ " ~ -SEDIMENT TRAP STRAR BAIIS AREA D
{~iil;~~;!. -6 , ~ ~ ~ , ~ ; ~ ~ ~ -0.82+! o00 -RIP-RAP DITrH Q
~ ~ r ~ " ' Qi' ~ c ~i
~ } -L[MIT OF DL.TURBANCE
/ I` '~,~'iL~Ii ti ~ -STRAW BAILS
;'i i' '',,1 i , ~ , ~i i~, , ~ ~ x z ~ ~ o
i ~ j'i ~i~' 'y I ~ ~'i
~r o ~i~ j' ~ i /'~~~~;A ~ , ~ / ~ ~ ~ fir- A LIMIT OF w
11 < < . , DISTURBED AREA -T) x
~ , 5 , i / ~.G, . , ti
~ ~ ~ ;
I I r' - , PRN_IECT SUMMARY
j;~ G
- ~ TpTAL PRC)JECT AREA 8,70 Ac.
I ~ , r / T(]TAL DISTURBED AREA 6.01 Ac
~ i i PHASE 1
Q 1. ~ , i o ~ , = PR(JJECT AREA 5.60 Ac,
~ ~ ~ ti ~ r' ; DISTURBED AREA 3.81 Ac,
~ ~ / z
~ 1 , ~ - / 1 ~ PHASE 2 Z w PRpJECT AREA 3.10 Ac.
~ , i ~ ~ DISTURBED AREA 2.22 Ac. w a
~ f 1 ~ ~
~ - ; - o a
a o a a
ti, ~ ~o /6~ ~Q~
`I ? r~ z
0 ~ U
\ U-. ~ y}~~~ » ~ z
~ 7 ~ i~\ z Q
i ; ~ o
a ~ c~ o
w w
H
.Y }
~mtio
a3 aaY
100 50 0 0 1()0 ~W x _ ~ Z
,r
_ _ _ Z
GRAPHIC SCALE-1~~ _ ~ ~o
0 oZ la's
~o
o o
h A w '
e,~N ASS Grp . ~ ~ ~ ~
SHEET
1e 2 of 3
egKER
8 2 r

x
ESTABLISHMENT of COVER CONSTRUCTION SCHEDULE
All areas disturbed during construction shop have an The following is the typical procedure for rood construction. acceptable cover established within 15 working Boys or
RaA1 olalc ~ 60 calendar days, whichever is less, of the completion 1. Flagging initial clearing limits. O ~
of temporary or final grading operations. U Z e~ 2. Installation of required protective devices for Z ~
/LTER FAiL PNC Cover shall/ may include: sedimentation control as required. ~
POST (MAk 10' APART) I
25' YIN. TD SECTION z 1NOODS MULCH: shall be ground tree bark or chopped tree 3. Clearing, rough grading and grubbing of site including F-r p,~ m trimmings spread at o depth of not less than three (3) installation of culverts with temporary protection ~ p
ACTIVE WAIERCOl/RSE REFER TO Slit p CLEAN STONE A' AryN ~ FENCE DETAIL inches. Ground surface shall be slightly smoothed to insure os required. Grading operations includes ongoing cleaning W m
t' 2' 9LT DITCH, 16"x t2" APPROa., _ post#ive drainage. and maintenance of sediment control devices. W ~ ao W ~ cv
CLEAN OVi AS REWIRED W SPECS. t' fREEBOAAD MIN. oMn ~n+. TEMPORARY SEEDING, 4. Finished groding immediately follows rough groding. ~ v
3' MAX APPRO. 6" ABOVE :43 2' MIN STREAM BANK I t, t iLOW ' z no,,, Grading shop be completed so as to provide a surface
' -r suitoble for the access of seedin equipment to all oreas to 5. Road bed oreas are stabilized with ravel. ~ C7 9 y u~x.~ be seeded. g F~ Z
6' MIN. 1 ~ A•- FLOW I V2 X D PITCTi BOTTOM Ci STREAM ~ ,y CLASS I RIP/ \_a~5s ~ e~~A,~ ~rw,) 6. Slope areas ore stabilized wikh vegetation or mulch as W a
MIN. ( i Lime shall be uniformly applied at the rate of two (2} tons required. W F
D ~ PLAN ~I per acre (901bs/1000sf). ~ W ~ 7. All erosion control measures will be ins ected week) n ~ ~
P[PE DIA. P yod ~ ~ m Fertilizer, yrode 10-10-10, shall be applied at a rate of 800 immediate) followin rainfall. Cleonout of structures Y 9 E'+ Z ~
UT1U2E NJ AREAS WHEN DISTURBED AREA IS WTIHIN 30 FEET OF ACTIVE Mitt LENGTH 4 X D y%,L WM. WATERCOURSE. Ibs per acre (201bs/1000sf). and repairs will be made immediately. W O Z ~
Lime and fertilizer shop be lightly incorporated into the 8. Following stabilization of the site with permanent cover, p
surface of the soil prior to seedin . tem orar measures ore removed and th dis r r 9 P y e to bed a eas ~ a
TR AM PR T TIN TYPICAL PIPE INLET _ DOUBLE SILT FENCE s E o Ec o IN STREAM STONE FILTER NDT Nor To sDSF ILTER stobilized with vegetation or mulch. Seeding shall be with annual rye of a rate of 1201bs, acre.
If hydroseeded, seed shall be mixed in a slurry with wood
fiber mulch of the rate of 5001bs/acre
Seeded areos shop be maintained by spot overseediny as
required to provide for o uniform cover. Protect all seeded GENERAL CONSIRUCTION AND EROSION CONTROL PRACTICES
oreos from traffic.
1 LAND CLEARING Seeded area shall be mulched with clean straw mulch at the
rate of 3000 Ibs/acre. Initial land clearing operations will be handled as logging
operations in those areos proposed for road PERMANENT SEEDING: construction. Suitable timber is harvested and understory
so' MIH. Areas to receive permanent seeding shall be smoothed as vegetation is cleared by hand and burned. Initial clearing
3' SHOULDER 3' MINIMUM B" MIN. ROAD required to provide a clean uniform surface, lightly does not extend within a 25 foot buffer along perennial d
SLOPE Ro+~ scarified. streams. ~ ~
" OOT Erosion control measures shall be in lace rior to to in ~
GROIA{0 PROFILE PERMANENT SEEDING p P gg g ~ ~ operations. auso
ENKA MAT (TYPE 7070) Seeding mixture o
AON tD 6011 SCONE RIP RAP ASS OR JUTE MAT OVER SEED wTINES U,1OARr RUN> R MULCH (NOTE t) 2. LAND GRADING H x Species Rate (Ib/acre)
CRUSHED STONE PAD $TAKEO NYLON NETTIMG (NOTE 2) (RAILROAD BAttA51) ROAD ~o Toll fescue IQO Prior to initiating grading, measures to protect stream W
tOP RP RAP RIP-RAP UITCH ONAENSIONS NOTES: - 70' YIL Sericea lespedezo 20 channels or steep slope and dra~noge ways are installed. ~
NAX I L , J MAY 1 2 2 TYPE b ft. d ft. ' -ROD in. t. USE WHEN ROAD GRADE I$ Sx 7O 8~ CONSiRUC110N ' ' ' ~ ~ " e ~ Korean lespedaza 10 Appropriate permits are in place prior to the construction of
I 3~ 1.2' 18n 2 U~ WHEN ROAD GRADE I$ 61E TO 12>< l • t 3. ALL DITCH AREAS TO BE SEEDED, FERTIl12ED, ;'•,'•y,•:~ 2 t.3~ 12. AND MULCHED AS PER SPECIFICATIONS, INSTALL .:'y ~ , ' ,;'i, ~ ~ . Redtop 5 stream crossings and appropriate erosion control devices are installed. Immediate) followin initial clearin heav Korean lespedezo 5 y g 9~ Y a
Ir.______p ~ MAT PROTEC7ICN AS N0ICATED ABOVE. '~'i '~r: '•'1~ . 4, ALL DITCH AREAS tlJ EKCESS OF 12x SHALL radin will roceed as re uired to excavate r o r 9 9 P q pop sed oad
tz' DIA. - IB' DIA PIPES ,v2o'~ BE TREATED WI1N RIP-RAP (SEE DETAIL) beds. Cut slopes generally ore graded to 1 1/2-1 based on Seeding note soil and rock conditions. Fill slo ~ r r W peg a e g ailed and W
A PIPES iv~A~-D•~ PLAN 20' DIA - 36' ?i FAONDE iETNEEN axoaoe'~aanut~ ~sno" cam acted in lifts a r pEtMEee sr~~uzto ca+smucna+ After Auq. 1, use unscarified seed for sericea lespedezo. p pp apriote to the soil material and a te~~r+cr u~o cuauc eor~ dressed at a maximum of 1 1/2.1 in critical oreos. Maximum ~ r"''
ENiRANC
RIP-RAP DITCH DETAIL READ DITCH STABILIZATION Nurse plants slope in non-critical areas is 2 1. di ~ xz
No 1° NoT Ta scALE Between May 1 And Aug. 15 add 10 Ib/arse German millet ar Excess soil or rock rnoteriols are distributed in areos O O 15 Ib/acre Sudongrass. Prior to Moy 1 or otter Aug. 15, add adjacent to construction to reduce slopes, or utilized H ~
40 Ib/acre rye (grain). If may be beneficial to plant the grasses elsewhere on the project site. ~
i. Stain IM - Ua AtSMA Wa Na 1 poem. N eoelrtnnl AeM a prr (t-1/2" b 17 a AASNTO deelgn0- valNe WaT ~^p any storm don, ~ a ~ in late summer and overseed the lespedezos in March. W
tpn Y43. We No. T (2 I/2" to dNSA, a wlaraeurae~a Naup~ use d I-t/~. LNe crveAed etane. tand bap, jawl, ba1N1 ar opar 3. ROAD STABILIZATION , Seeding dates Q
Z. UeyM - A. aWactt», pal not lane approwl meMeNa IAan 00 Ilet 1, YaInNAlan - 1Ne enlTp 401 M Waaene/ - NOt Na tAan elgpl (Q maNrt011d h a Cp~dBMMOYaMyldi M_ z 1A174i °i Best Possible Rood beds ore stabilized with cru ed n i kl f r ?-1 Z xuM.we,.. sh sto a as qu c y a to ~ W
? tNeM NW Nee Mm tuN wNU A amo pRk rl~o a++aa~~1~ *y wq t " Below 2500 ft: Au 15 -Set 1 Jul ~5 -Set 15 the road has been brou ht to final -rode os weather ermits 9• - P• Y~ P 9 P x
4 IWb el YynO a oytao0 r0dF0 /1Ai1c top draeltN 4M S Ma4Np - M1Yn raceway OAaIY oOAbYW a6on0 a nWiM Mlwl 4dl M dOwN Io nMa teAnnl and reNOk are/a aaYNY1 M « r. Cut and fill slo es are stabilized in ~ on in moan r Ma 1 Apr. 1 Mar. 1 -May 10 p a go g e as ~ M.x construction in o given ores is compl~a~. Stabilization may a
prig la enMaKa onto pubpc ri/It- mewww uM to Map lltiltrl. N 01-aaA 1yNn .4Mn9 N reWA~N, A oldlmenl epR14 erappq, O~tM a ~a Above 2500 ft: July 25 -Aug. 15 July 15 - Aug.30 include seeding or mulching with tree grindings as the 'Q
fFdl M IoM m an aaa tIOpNYaf haaA00 aPto N4k ALAN-o1-0~oy rIM auMnd etas eFkh draMe Yta mad N.remor.d XrvnaOalh. an elprawl oedlmwt Mep a wArnnt ~~~r Mar. 20 -Apr. 20 Mar. 5 -Moy 15 specific conditions require
Complete seeding earlier in fall, and start later in spring on 4 DUST CONTROL
north- and east- facing slopes. A
YETK POSTS Ai l0' O.C. MAx SILT fET1CE RETER TO DETAIL ~ TEMPORARY SEEDING During periods of extreme dryness, dust is controlled by ~ ~ o[r~ water applications at rates required to maintain the optimum
t1 CM1GE, BKB (1WC. OPENMO) WELDED WNE t HOOKED CNTO -fplYED CHANNELS ON METAL POSTS. • compaction characteristics of the soil. x
~ IlL1RAYIp1LT RESISTANT (BIACA) YNKI FABRIC OR Se~inq mixturo O
I EOUrvAIENT, SECURED t0 4RE w,AETAI CLIPS OR wRE t AT ty' QC i S GENERAL EROSION CONTROL PRACTICES EMP~ Y Spec es Rate (Ib/acre) LO ED ~
9 Wll SEDRBaT STORAGE LEVEL REYOVF SEgA1EN1 WFEN TMS lEMil K ~REAt?1ED OR AS ONECIED IRN. a~a n,o+ Rye (grain} 120 The following are general erosion control mechanisms employed
Annual lespedezo (Kobe in throughout the construction process. Piedmont and Coastal Plain, a. Silt Fences are constructed alor,q the base of fill
\ SIKET DRANADE (DNLY) ' EI(CAVAIE 4" 11 C TRENCH UPSL,QP[ FRg1 SILT FENf,E, Korean in Mountains} 50 slopes where damage to steep drainage ways, streams,
is CARRY APPRiRt. IY Of FABRIC INTO TRENCH. COVER W/SOIL 6 TAMP lACJ(Flll Omit annual lespedezo when duration of temp,~rary cover is or adjacent properties may occur. Additionally,
CARRY INRE AND FABRIC CNN. B" BELOW E>a$11NG GRADE. not to extend beyond June. fences ore erected around pipe inlets until final el~ ~ ra ~o m adjacent grades are established.
g' FbTa ~ l~R NATURAL GRADE Ma ~TCFI ~ ara~ ct stems
SECTION "I Seeding dates b. Sediment Basins or Sediment Traps ore constructed in
i6 areas of high water concentration or adjacent to Mountains -Above 2500 ft: Feb. 15 -May 15 stream crossings to protect streams from siltation.
NOTE: Sill FENCES SHOLID MOT BE USED IN AREAS OF CONCENTRATED FLOW (CREEKS, DITMl1Ei. SWALES, ETC.) Below 2500 ft. Feb. 1 -May 1
Piedmont - JAn 1 - Ma 15 c. Temporary Diversions ore employed along the road bed Y during construction and on fill slo e areos until
Coastal Plain - Dec. 1 -Apr. 15 P ~ shaping of slopes is complete. Additionally,
I T N TAI TEMPORARY SEDIMENT PIT S L FE CE DE L ~T PIT temporary diversion swales are used near stream ~
NOT TO SCALE NOT Tb BCAIf crossings to direct surface water to sediment basins Q' or for lateral dispersion of water onto rotected ~
Lime shall be uniformly applied of a rate of one (1) ton per p W acre (451bs/1000sf} or as recommended by sull testing slopes, Q
Fertilite, rode 10-10-10 shall be a lied at a rate of 700 d. Rip-Rap or Paved Road Ditches are established in 9 PP steep rood slope oreas to control run-off at the time a
Ibs/acre immediately prior to seeding operations of road stobilizations and or avin . ~ (161bs/t000sf). / p g a
e. Pipe Outlet Stabilization structures are established ~
lime and fertilizer shall be incorporotetl into the top on pipes in areas as re uired to reduce scourin and Z'
surface of the entire area. q g ~ disperse concentrated storm flow.
U Seed shall be applied in a manner suitoble to the terrain at
2 COLLECTED FIELD ROCK e'-f2' CU55 l RIP/RAP the rote of 120 Ibs/acre of KY31 Fescue and 15 Ibs/acre of Z German Millet. Hydroseed mixtures shall include wood fiber O
MIN. t t/2' OCEP mulch of the rate of 500 Ibs/acre.
EXIST. GRADE MULCH OR GRASS
Z BERM a f AiNt o NA%MA1M LEVEL rx 5fp161T n CLEA11 S1pt Mulch shall be clean wheat straw mulch applied at the rote of EROSION CONTROL MAINTENANCE O 4000 Ibs/acre. ~
SOIL STABILIZATION ~ ' ~ COLL.ECTED, DEAN BASIL qp FABRIC ~ 8 -mud' " TMls a rtEADNm t' r 5 YIl IM. r I W
t' FRE ~ All seeded areas shall be rotected from traffic. Sot 1 ~e~°ARD w"~ ~ in r i p r p .All erosion control devices will be checked for stability saed g os equ red shall occur until a unifo m stand of and proper operation immediately following each rainfall
)~4" CLEAN ST01[ 6 DEPTH grass has been established. but in no case less than week) . Re uired cleanoui or
1 rT YA~1 11 YAX. Y q M~, repairs will be made immediately to maintain all devises
SECTION e NOTE; ~ in good working order. cuss i rtro~u~
1 I S' MIN, CE l For single seeding applications the following soil amendment 2 Sediment basins or traps will be cleaned out when the
N~rH '~`-...t GRAVEL PIT O _ DEP1N, 11/Y rates shall apply, level of sediment reaches o point no less than 2 feet
DEEP t,n c C, MA70MOM ~ C SLDN1ENi DEPM from the top of the riser or grovel filter. Grovel will Lime -two and one half (2 1/2) tons per acre be cleaned or replaced to insure proper drainage of the
COLLECTED FIELD ROCK LEVEL lY£RT N0. D LA A MN w r (1151bs/t000sf) basin or trap. w.
~pPO WITH THE TOP OF BERM MN. - BERM WIDTH ALONG CHANNEL J. 1 18 6 ~I SEC110f1 2 18' 6' fertilizer -one half (1/2) ton per acre (231bs/1000sf). 3, Sediment will be removed from behind sediment fences when
Row ~ D u+t 3 i6' 6' CARRY Rw/RAP U ~ aEAw 6TMK slDES a sPlutwr ~i ~ the accumulation exceeds 6 inches ai the fence. Fences ~ > . ~
1 18 6' ~ (T~ ) 2% g ~ 12' 4' I L~Pe MAX ~ „ 6 42" t+' II I will be repaired as required to maintain a barrier. ~ z o
~ r rREEIOrRD wN. a ; ara Y U 4, All seeded areos will be fertilized, reseeded as required, ~ o _
7 42" t4' 8 16" 6' ~ c or mulched os provided in the vegetative plan until a " °z
9 18" 6' ~ I vigorous, dense vegetative cover has been established. ~ z
OBLIQUE / i j" to t6" 6' i a0 11 18" 6' I 3 5. Materials removed Pram sediment devices shall be disposed ~ o
t 24 B' (-~----e PLAN of in approved areas and stobilized with vegetation. p OW i
L'' ~ IMER ELEYA71~1 r ~ ~oi~
TYPICAL PIPE OUTLET SEDIMENT FILTER TRAP DETAIL ~ ~P DETAILS , , o 0
~ DITCH & BERM
NOT To SCALE NOT To SCALE ` J nor 70 SCALE ~^RO l I I 1
Ess/6ti~ti
SHEET
018 _ 3 of 3
6 21 Dl

o
i ~
~ o
c~cta v~r' r 4 c~
U ~ ~
z~
~f z
\ ``ll f ~ a m
1v ~ ~ w ~
~_1 N N W „ ~ w ~
5~ o o 5.52 _ ~ ~ a • U
~ , - i C, w ~ z 0
~ ~ ~ I --t-----._._ ~ ~ r,~ ~ ~ z z ~
~ ~ ~ ~ I ! 1 w `------i-__ x °a
1 I'I I ~ ~ W _ W H
~i ~ i ~ ~ ~ o ~ ~ VVV 4 > N ~ ~ ~ ~ ~ 4 ~f ~ z 00~ ~~m
~ Z ~
~ ~'i ~ C F' w o i - Z o~
c9 ' ' ~ ' ` , . a ~ o
~ ; i ~ I _ I~ l i ~ O ~ a
A _ ~ l i~ ~ 1
i LIMIT OF j i ~ I
~ DISTURBED ~
~~7 P POSED ~ ~ ~ , CH & BERM 1 ~ ~ r ~ i
i i ~ 1 I / i
~ ~ ; i i~ F ' i
a _ ~ PHASE 2
t ,I _ ~ ~ ~ I / ~ FUTURE
L~I i' I f i ~ i HC~WA~D GAF' RD
i'~~ ~ L _
L~ ~ ~ ~ J 1 i ~ ~ i - ~ ~
l ~ ~ l i ~ ~ ~ ~ c. o
~ ~ ~ D~
SED TRAP ~2 ~ ~ TRAP 2 n~~ ~ ~ ~
~ AREA IZE 80 X120 U, U! i ~ E 80'X120' ~
~ V=17 0 FTa ~ I FTa 0 ° 0 W z
i ~ ~ i I I ~ _ ; ~ l i i ~ ; ~
~ , ~ ~ PROPOSED v ~ x
ItIP-RAP % -r ~ a
I / ~ CIHANNEL 2:1 SLOPE
LEGEND _ _ w
i i;J W
~ ~ AREA D D XXXXX -SILT FENCE d+
6 ~ 2.88 Ac PROPOS ~ H
~ 2 ~ W AILS „~c~ ~ -SEDIMENT TRAP O y H F-~
~ ~ L" j - T ~ ooc~ -R1P RAP DI CH O t
1 L i - ~ i ~ ~ s~ 1 U) SEDIMENT TRAP ~ - - -LIMIT Of DISTURBANCE a'
AF AREA SIZE 40'X78' _t ~ W
x v~ V=8,240 FT. ~ q rsr~ -STRAW BAILS y
~ ~,o
aw
+ P D DO LE 1~N ~x
/ ~ + _ - _ _ ~ i
_ / ' - % / ' + Q
~ /
/ ~
C C~ + + ,l + ' PROP DOUB / / _ O ~
~.r1 FENCE + / x z _ ` _ - o
~ / 5 Pf~OJECT SUMMARY
D~ P ~ ' / - / A - w A
~ + x O TOTAL PROJECT AREA 8.70 Ac.
V ~ TDTAL DISTURBED AP,EA 6.01 Ac
i + -i
/ + ~p PHASE 1
~ + / / PROPOSED PRaJErI AREA s6o A~. RIP-RAP DISTURBED AREA 3,31 Ac
+ 0 + / D t~~ ~ ~ 115 CHANNEL
~ ~ ~ ~ + PHAE 2
i PROJECT AREA 3.10 Ac. DI':;IUF'BED AREA 2,2~ Ac.
1 ~ ~ ~ ~ ~
~ i ~ Ul
k ~ H
PROPOSED ~ . z z w
30" C MP
w a
~ - - o a
a o
i ~ ~ ~ a ~
LIMIT OF ~qN z
DISTURBED AREA z ~o
O U
~ - Z z
~A Q ~ o
Q _fi ~ ~
~ o
x
w w
~ 00 50 O ll l 1.I 1.1 ~ r
1~-- ~ m - % t5 ~ ~ o
- ii. p., ~ ~ Y `_Y ~W
ao
GRA~'f-{1C ~C~'~Lf~- I Z
3
U7
Ow OZ r, I~ ~m
O O O
CA
SHEET
201
1of3
qk J~ ER
_

C) ~
~ z~ cum vm? U
z~ ~ ~
am a ~
W N ~ w H ~ ~
r ` ~'~p ap?D ~ N ay C?~ w
\ ~ U ~ ~e~j0 r--+ • z
~ C7
j V ~ c7 ~ Z z
1 V ^ 1 o J) 7 - d'1 ~ N U...31 ~ E 545. _ 52 ~ w ~a a ~ w
-f SEDD[ENT TRAP #2 1 w H
1 ~ i Z z H rw ~ AREA SIZE 4374 FT _ a ~ ~
11 ~ ~ ~ ~ V-8998 FT. ~ z ~
~ ~ ~ 4 W Z
706. E7 _ 06.4 ~ 6, ~ o O a
~ ' Lp~IT OF ~ ; i I~ ~ ~
, DISTURB AREA W 1 - ~ i, PROPOS
~ (fl ~ ~ l ~ o o RIp_RAp ~ ~ « I-
\ r ~ ~ PROPOSED CHANNEL
~ ~ DITCH ~ BER t ~ I
~ , ~ ~ / i
~I - ~ ~ / i
1 , ~ ~f~ ~ , ~ ~ PROPOSED ,
_ ~ i STRAIT BAILS r'
i ~
~o ~ ~ ~ j
C~, _ ~ ~ - - ~ ~ - _ z HOWAf~D RD ~
r LfJ~ O li DISTURB o
i . , 2 Ac. 2 U
ii _ j~ ~ LL ~ i i ~ / _ J ~2
~ i) ~ / ~ . ~ ~ ~ Y i i ~ o
~ ~ / i , ti ; ~ W , ~ ; ; ~ / z ti,~~' ' w r p ~
~ i~ ~ / ~ t
~ r 0 x i a
~ , ~ ~ ~ % / mil; a o
~ 0 ~1 SEDIMENT TRAP #1
- / i ~ ~ / v~ AREA SIZE 1675 FT w ~ a w ~
~ r ~ ~ , . ~ , ; PROPOSED ~ ' ~ ~ . 1 ~ , ; ,'SILT FENCE 7ROPOSED UBLE ' + ~ V=2880 FT. ~ SILT FENCE i
f ~ ~ ~ ~ ,`u ~ ~ ~
' / ~ - ~ ~ / 2:1 SLOPE ~ / ~ ~ ~ J ~ O
j ; / ~ ~ i/ ~ ~ ~i ~ O - H Ul
c~ I i ~i, U~ a
~ ~ ' ~ ~ ~ 6 ~ ~0 ~ I ~ ~ ~ ~ ~ ~W - z Q
~ n ~ i . 2 ~ ~ I ~ 2 ~ i I ~ ~ PROPOSED LEGEND ~ ~
~ ~ I~~ rt , , - + - RIP-RAP ~ + w
1 f Z ~ ~ CHANNEL x
Q, XXXXX ~[L T FENCE
1~ i i - a PROPOSED C7 -SEDIMENT TPAP
/~a ~1 j PRO e l h... 1 t ~ N ~ STRAIT BAIIS AREA D D
~ I ~ 1 ._o, ~ / o00 -R[F-RAP DITCH Q 0.824 ~
I; r*~ ~ - ~ -LIMIT OF DISTURBANCE ~~yy
~ r~
I t ~ ~ U crm -CT.AW A .S O R B Il x z
~ ~ . , i
\ i
~ LIMTf OF w T DISTURBED AREA
~ I , ~ i ; ; ~ i ~ A
J 0, ~--,~i- ~ '~r vv~ -1
i ~~j ~ ~ y, y
~ I i /1 ~~`r,, ~ ~j~' l..i ~ ~ ~ ~ ~ / „~~i~~ F'~'!]JEi=T SUMMARY
~ r ~ a~
i~, ~ ~ Tf]TAL RRCIJECT AREA 8,70 Ac.
I 1 ~ TOTAL DISTURBED AREA 6.01 Ac.
~ _ PHASE 1
D ~ FRO JET: T AREA 5.60 Ac. ~
w ~ ~ ~ ~ i' i i , ~ , ~ , DISTURBED AREA 3.81 Ac. F-+
~ z RHASE 2
/ ~ ~ ~ PPU .iEC T AREA 3.10 Ac.
DISTURBED AREA 2.2c Ac. w ~
~ i t ~1 % _ _ ry
- _ 0 a
_ ~ - X_~- - a a
~ ~ BAH z
~ ~ ' ~ ~ z ~o
v, ~ U
~ . z
~ ~ ~ ~ Q o
1 a ~
c~ o
w w H
-Li _a
>
r~mtio
a ; ai Y
1.00 50 0 ° ~
_ e Z ~
_ Q - ~ o
C~l~f'~PI~1C ~C;~[,~~,' . ~ .~c.a~,~, ~ I o o~ ~z
I~
~ 0 0
CAR;:
o ti
SHEET
018
2 of 3
q a~ k~R
~ ~c ,r,,--, wy, n,:,k,,, r;. :,~'-e,w.~:,•,~xsatiF~darkwwa;."~a&~'.R?~:,.~~~lslwf _ r, ~tl~.. +i~~s~, ~r~,?PSr :c.r;~;~;a ,PM;v,,:, - ~ ~ AP k. YV nis-9'Ku~sfdLc .Ft ~,~.s.,. rc r. r}+t'".s,.'u'Yil+".. .too- p.•t~k a4F +e ptir {y~~A} 4rv,€.i'. ~E"'~.M?`.M "~tr^'.+.a`kr 4~e"r,5t{r£r.#.~.A.t.-~.a +-:ih':W~-1+6firS~.Y„d»r}'.R`, .h&~"~.egFS~A'RST."3c45t'wR. .,^.?PA'.. _ .3e A. St Aft, +A" '~i5e~a`;o~ ~ ..~,-.r 4x= ~ t'a ,aa!':?xf'~aq , v. - _

ESTABLISHMENT of COVER CONSTRUCTION SCHEDULE
All oreos disturbed during construction shall have an The following is the typical procedure for read construction. acceptable cover established within 15 working days or
60 calendar days, whichever is less, of the completion 1. Flagging initial clearing limits. U
of temporary or final grading operoiions. U Z ~ 2. Installation of required protective devices for Z ~
PLT[R FAQ ~ Cover shell/ may include: sedimentation control as required. ~ I
POST (MA%. t0' APART) z WOODS MULCH: shall be round tree bark or chopped tree 3. Clearing, rough grading and grubbing of site including H p., m
9 trimmings spread of a depth of not less than three (3) installation of culverts with temporary protection ~ W ~ ~
25 MIN. TO SECTION n GLEAN STONE ACTIVE WATERCOURSE REFER TO SILT inches. Ground surface shall be slightly smoothed to insure as required. Grading operations includes ongoing cleaning W ~ op ~
A~ ~ FENCE DETML t' Y MM. MN. positive drainage. and maintenance of sediment control devices. Wr ~ N
SIU DQCN, t6". f2" APPROX., t' FRCEBOARO MM. CLEAN a,i AS REWIRED N SPECS. F--I U TEMPORARY SEEDING. 4. Finished grading immediately follows rough groding. ~ ~ x
3' MAX S1~RENAX BAN ~ ~ FLaM 1 1 Grading shall be completed so as to provide a surfoce + now C5
suitable for the access of seeding equipment to ?II areas to 5. Road bed oreos are stabilized with grovel Z x be seeded. W ~
BOTTOM OF ~ ~ 6' MIN. FLOW ) 1/2 X D STREAM \ „a ~ "``~--CLAS Rw RAR rw. 6. Slope Areas are stabilized with vegetation or mulch as ~ "~_aASS / ( ~ W
CLASS 1 RF1RaM 12" Lime shall be uniformly opplied at the rate of two (2) ions required. W H r r I s t000sf . Z z pe ace (90 b / ) I in week) end ~
MIN. ~ 7. All erosion control measures wi I be spected y ~ ~
PLAN I D l PIPE DIA. Fertilizer, grade 10-10-10, shall be applied at a rate of 800 immediately fallowing rainfall Cleonout of structures ~ x ~
NOTE: UTEI2E IN AREAS WtfN DISTURBED t 5 Ibs per acre (201bs/t000sf). and repairs will be made immediately. iz W ~
AREA IS WITHIN 30 FEET aF AC1rvE MIN. LENGTH 4 % D ~ ~ WATERCOURSE. F I w' iii otion of the site with ermonent cover, ~ ~ O Lime and fertilizer shop be lightly incorporated into the 8. of o ing stab z p
surface of the soil prior to seeding. temporary measures ore removed and the disturbed oreos Q a stabilized with vegetation or mulch, U
TYPICAL PIPE INLET IN-STREAM STONE FILTER DOUBLE SILT FENCE STREAK PROTECTION E FILTER Seeding shall be with annual rye at a rote of 1201bs/acre.
NDT ro SCALE NOt ro SwYE if hydroseeded, seed shop be mixed in a slurry with wood
fiber mulch at the rate of 5001bs/acre.
Seeded oreos shall be maintained by spot overseeding as
required to provide for o uniform cover. Protect all seeded GENERAL CONSTRUCTION AND EROSIGN CONTROL PRACTICES
areas from traffic. 1 LAND CLEARING
Seeded area shall be mulched with clean straw mulch ak the
rate of 3000 Ibs/acre. Initial land clearing operations will be handled os logging operoiions In those areas proposed far road
PERMANENT SEEDING' construction. Suitable timber is harvested and undersiory
so' MIN. Areas to receive permanent seeding shall be smoothed as vegetation is cleared by hand and burned, Initial clearing d
3' SMOULDER 3' MINIMUM required to provide a clean uniform surfoce, lightly does not extend within a 25 foot buffer along perennial scarified, streams. p
MN. ' R( ROAD
SLOPE ' OOT Erosion control measures shall be In place prior to logging ~ U PERMANENT SEEDING operations.
EXISTING PROFILE cRa,r,D ~ Eosnnc cRairaD
Seeding mixture 2 LAND GRADING x
ENKA MAT (TYPE lOtO) Species ' Rate (Ib/acre)
r 1UA TD ti0A SiClE RIP RAF' .rLRA$S OR ~1E MAT OVER SEED Bc MULCH (NOTE t) VrF1NES ~DLWtY RUN> CRUSHED STONE PAD Row T II fescue iL~O Prior to initiating grading, measures to protect stream w
STAKED NriON NETTING (NOTE 2) (RAILROAD BALUST) RC channels ar steep slope and drainage ways are installed, Sericea lespedeza 20 Appropriate permits ore in place prior to the construction of Q+
F ~ ~ R~ RIP-RAP DITCH DIMENSIONS NOTES: M~' "'YX I ~ d - yA ~ T. USE WHEN ROAD GRADE IS SX TO 8a Korean lespedeza 10 stream crossings and appropriate erosion control devices are
2 I _ TYFE bit. d 1t -R in. T CONSTRVCTKk1 , + ~ 1 1 " 2. USE WHEN ROAD CRADE IS BS 0 12X ENTRANCE + ,I 3 8 3. ALL DITCH AREAS TO BE SEEDED, FERTILIZED, , Redto 5 'TI p installed. Immediptely following initial clearing, heavy Korean les edeza 5 a
2' L3~ 1?" AND MULCHED AS PER SPEgFICAT10NS, INSTALL ' I~_,._____p._-.-__„~ MAT PROTECTION 5 w01CATED ABODE. p groding will proceed as required to excavate proposed road ~ beds. Cut slopes enerally ore graded to 1 1/2:1 based on W 9
4. ALL DITCH AREAS RJ E%CESS OF 12f: SHALL BE TREATED IN1N RIP-RAP (SEE DETA~) PLAN Seeding note soil and rock conditions. Fill slopes are graded and a
Ir Bla IR• DIA wPES ,v.e'D', to' DIA :>6' BIA Plus v=a-a•+ it m riot and W r-~ DoE "RPRO~""~ reu+~°0N After Au 1, use unscanfied seed for sencea lespedeza. compacted in lifts appropriate to the so ate BETNEEN stAen.izED coes~ucnon 9 dressed at o maximum of 1 1/2 1 in critical oreos. Maximum
eNmA"cc ANO vu~ic Row- .Q'
Nurse plants slope in non-critical areas is 2.1. ~ ,z
RIP-RAP DITCH DETAIL ROAD DITCH STABILIZATION NoT ro scuc ENTRANC a Between Ma 1 And Au . 15 add 10 Ib 'arse German millet or g / Excess soil or rock materials ore distributed in oreos Y 15 Ib/Acre Sudangrass. Prior to May 1 ar after Aug. 15, add adjacent to construction to reduce slopes, or utilized ~ ~
NOT TO SCALE 40 Ib/acre rye (grain). It may be beneficial to plant the grasses elsewhere on the project site. ~
I. Stone aYe - Uw MSNA IW Na 2 Meln. M w,Ment lhdl M yr in lake summer and overseed the lespedezos in March. w M wlnlnl Inal eI err ~ 3. ROAD STABILIZATION Q
12-1/2' b 1') a MSNTO daYAne- wantN kam ant«Ap mY Ilan 6 " la, Mwa Iha Ma 212 t/Y a dRdA « aotatowaa tAraupA we a t-,/Y). uw w ttam. aeM ~ Va+~ eoadl a otlr« kan In11rIp ary Ilan draft ~J .oweov<.I >+~o" ~ or Seeding dates ~F-Hrr ~j
Z. lrpN - N ewaetM, tut not lar oppowd maBbda ~ aD sw. e. MdMansia - TM entronce eaa c a~ va+. coos a otlra ,n. Mama w Best Possible Raad beds are stabilized with crushed stone as quickly after W
s. TAWYnII -Not Nr tNa+ +cNt IB) motnWhao h o cmdnion .nxn w wyty, pra~agl VoCldp a tlw?q of Ikl~ l q16 - MM Ilan HiF~ w allh o1 W10 puMk HANb-of-.oy M moy 'u«uw ~~i ~am.~l Below 2500 ft: Aug. 15 - Sept. 1 July 25 Sept. 15 the road has been brought to final grade as weather permits. n in manner as
+ ~I~N e1 M/~Y « qWI? rpuko pabAO tc9 tralfnq olU+ S MIN IMe Mr~Iwf IMIY oa®tkna Nme a cauANknl o«n< "~"`'~°`~'0'""'°Y Mor. 1 - A r. 1 Mor. 1 - Ma 10 Cut and fill slopes are stabll~zed in an o go g 'd"'`°'~'"9 ~ aid P y construction m a ivw;n area is complete. Stabilization may a
Iui M aMMM b rwNM twaw~+l and nRal and/a cMrq,A a any vwr to ¦tYana aMe maalenl uIW a MaP eldlieoe AA of-eOM NWA ealMni k N NAnln1 IIM~ Ma011~ gINO « r:a%a a ~ - Au 15 Jul 15 - Au .30 incl seedin orgmulchin with tree rindin s as the d' ~Ia a ra .,I`e.rt ~ Above 2500 ft: July 25 g y 9 ode 9 g 9 9
droll !t done a en «w Iced tra(YN awb FMC A/AHM1'wl' wRN auanee clone ahkh dralne Mto muq M nl+ewl Iwn1/e1ry. "'K "°01" "'~"0 a Mor. 20 - A r. 20 Mar. 5 - Mp 15 s ecific conditions re uire ~.n P y P q
an opprovM wdMrw+t Vap a eedM«~t i f II and start toter in s rin on Q Complete seeding eorl+er n a, P 9 4 DUST CONTROL
north- and east- facing stapes. ~r p During periods of extreme dryness, dust is controlled by Q' ~
MfTA1 POSTS AT 10' O.C. MA%. SILT FENCE sir FENCE TEMPORARY" SEEDING water applications of rates required to maintain the optimum ~ z
REFER TO DETAIL to GAUCE, 6X6 (MAX. OPENAJG) WELDED wxtE REFER TO DETAIL compaction characteristics of the soil. ~ o
HOOKED ONTO PRE-FORMED CHANNELS OM MEIAI. POSTS. a Seeding mixture P Y W
I ULTRAYbLET RESISTANT (BUCK} NNtIFI FABRIC OR I EWIYALENi, CURED i0 YARE W/IAETAI CLIPS OR vARE S ecies ' Rote (Ib/acre) 5. GENERAL EROSION CONTROL PRACTICES EM LU ED P
AT t2° O.C. I 9 MAK SEDIMENT STORAGE LEVEL. REMOVE SEDIMENT YA1EN Rye (grain} 120 The following are general erosion control mechanisms employed
THS LEVEL IS REACHED OR AS DAN:CTED. 6' MIN. lal ~A~ ~L t` xta "D'r Annual lespedeza (Kobe in throughout the construction process. Piedmont and Coastal Plain, o. Silt Fences are constructed along the base of fill
T A ~ I ~ SHEE DRAH GE (ONLY) Korean in Mountains) 50 slopes where damage to steep drainage ways, streorns,
EXCAVATE 4' x 6' TRENCH UPSLOPE FROM $IlT FENCE ( )8 CARRY APPROk. 12' OF FABRIC INTO TRENCH, COYER W/SOIL ~ j or adjacent properties may occur. Additionally, Omit Annual lespedeza when duration of temporary cover is fences are erected around pipe inlets until final
~ iANP BACNFRL. not to extend beyond June. adjacent grades are established.
CARRY PARE AND FABRIC NIN. 8' BELOW EX1511NG GRADE. ~ y /iLTlR /AM1SC - a ouaa rest >c~ort m asrw vier ve rauo
NAIURAI GRADE FO.L ~ 1 SECTION ~ ~ ~ Seeding dates b. Sediment Eosins or Sediment Traps are constructed in areas of high water concentration or adjacent to
18 Mountains -Above 2500 ft, Feb, 15 -May 15 stream crossings to protect streams from siltation.
/ NOTE: Below 2500 ft: Feb. 1 -May 1
$H,1 FENCES SHOULD NOT BE 1I5E0 IN AREAS OF CONCENTRATED ttOw (ratEEF:S. DITCHLINES, SwALES, Ert,'.i nt - JAn 1 - Ma 15 c. Temporary Diversions are employed along the road bed Piedmo y
1 - A r. 15 during construction and an fill slope oreos until Coastal Plain -Dec. p shaping of slopes is complete. Additionally, H
TEMPORARY SEDIMENT PI temporary diversion swoles are used near stream IMENT PIT crossings to direct surface water to sediment basins
SILT FENCE DETAIL ~ ro scup Nor ro scuE or for lateral dispersion cf water onto protected W
Lime shall be uniformly applied of a rate of one (1) ton per slopes. acre (451bs/1000sf) or as recommended by soil testing-
d. Rip-Rap or Paved Raad Ditches are established in ~
Fertilize, grade 10-10-10 shall be opplied at a rate of .00 steep road slope areas to control run-off of the time ~
Ibs/acre immediately prior to seeding operations of road stabilizations and/or paving. (161bs/1000sf}. H
e. Pipe Outlet Stabilization structures are established Z
Lime and fertilizer shall be incorporated into the top on pipes in areas as required to reduce scouring and ~
surface of the entire area. disperse concentrated storm flow. U
Seed shall be applied in o manner suitable to the terrain at
2 COLLECTED FIELD ROCK 9"-12' CLASS the race of 120 Ibs acre of KY31 Fescue and 15 Ibs/acre of Z German Millet. Hydroseed mixtures shall include wood fiber ~
1 RIP/RAP MIN. I t(2' PEEP mulch at the rote of 500 Ibs/acre. ~
EXIST. GRADE i- MULCH OR GRASS CMP t li a the rate of EROSION CONTROL MAINTENANCE ~
-BERM °0q(~~ FlLTER FABRIC MAXWM LEVEL tx SEDIMENT i Mulch shall be clean wheat straw much app ed t 4000 Ibs/acre. W
Z SOIL STABILIZATION 1 + °p ~G~' t1EAN BASH WNEu P 0.EAN S ~ g o4 , THIS lE4EL IS REAtkIED t' r r
FABRIC ' •'j~ - MR+• ~ wR+• ~ All seeded Areas shall be protected from traffic. Spot 1. All erosion control devices will be checked for stability
I l~1' CLEAN STONE ~~OARD seeding as required shall occur until a uniform stand of and proper operation immediately following each rpinfall grass has been established. but in no case less than weekly. Required cleonout or
'I' 6 DEPTH ~I t A%, I1 1 rYAK + repairs will be made immediately to maintain all devises ~MAIC ~ N~1 -
SECTION ~ NOTE; in good working order ~ cuss + ma~nea
I x ]5' MI (rw.) For single seeding applications the following soil amendment 2 Sediment basins or traps w'dl be cleaned out w en e
N C ENS TH Plr o - CRAV£L level of sediment reaches a oint no less than 2 feet rates shall apply, p - from the top of the riser or gravel filter. Gravel will
DEPTH, 1 1/2' ~ Q ~P 1/3 a C, YA%MUM J ~ im -two and one half 2 1x2 tons er acre be cleaned or replaced to insure proper drainage of the L e ( ~ ) P
SFDYENi pERTN o t, B r a' _ (1151bs/1004sf) basin or trop. Wit ~
- COLLECTED FELD ROCI( LEVEL CULVERT N0. D LA A WR M ~OpD WITH THE TOP OF BERM MIN. °
BERM WIDTH ALONG CHANNEL 7' 0 1 18" 6' SECTION 2 18" 6' CARRY Rw/Ww I1P FLOW w p u+t 3 18' 6' SANS a SPIUWAY Fertilizer -one half 1 2} ton er acre (1.31bs/1000stj 3 Sediment will be removed from behind sediment fences when P . cur mv~w w the accumulation exceeds 6 inches at the fence. Fences ~ m
~ 0 4 T8' 6' p CLEAN srar ~ ) Sots a SR~uw~r f„p.~ will be repaired as required to maintain a barrier. ~ ; ~ Y U
2i SLOPE ° ~ s T2' a' III ) MAX ~o ~ s a2" 1a , FRExeo,RD MIN. ~ ~ W 4. All seeded areas will be fertilized, reseeded as required, a ° ; o
or mulched as provided In the vegetative plan until a ~
i • 18" 6, ~ c 9 18" 6' ) ~ vigorous, dense vegetative cover has been established. z r ~
~ i ~ ~ ~ t0 T8" 6' ~BLIOUE ~ ,o tt 18" s' 5. Materials removed from sediment devices shall be disposed ~ ~
12 2A" 8' ~B PLAN U iMER ELEVAl10N of in approved areas and stabilized with vegetation. p w O i r ~
i o i p ~
~ ~
~ ~ ~TYpiroi PIPE nl ITI FT ~ SEDIMENT FILTER TRAP DE ;TRAP DETAILS A w~',_
NOT TO WALL
N13T TO SCALE NOT TO SCALE Q- ~iESS/p y .
SHEET
018 3 of 3
KER ~