NCG210399_OTHER_20140912

LandWorks Engineering
Laid Planning & Civil Engineering
September 12, 2014
Mr. Ryan Kormanik
NCDENR — Land Quality Section
610 East Center Avenue, Suite 301 LL��03�a1
Mooresville, NC 28115 / N
Re: Southern Shavings Company, NCG210000, NOI Post Construction
NCDENR Project #: CLEVE-2014-504 LWE Job No. 0201022
Dear Mr. Kormanik
Enclosed please find two copies of the revised Erosion Control Plan per your review comments in the letter
dated September 2, 2014The revisions are addressed as follows:
1. The outflow from the dual 15 inch diameter culverts are both directed into the proposed skimmer
sediment basin. We have adjusted the grading at the pond to show this as well as indicated a note
on the plans to ensure this will occur.
2. The southwest comer of the site within the gravel operations area currently drains into the proposed
skimmer sediment basin. That is our intent. To ensure this occurs we have extended the silt fence
along the southern property line and provided a construction note indicating the intent.
3. We have added the Table of Permit Stabilization Requirements as requested.
4. Per your request, a copy of this Erosion Control and Stormwater Pollution Plan & Application
package has been forwarded to Bradley Bennett with NCDENR regarding our current NCGO1000
General Construction Stormwater Permitting.
If you should have any questions or need any additional information during you review please contact me.
Respectfully Submitted,
LandWorks Eng/needng
."Of �4�
Marty Kocot, PE
mkocot(Mlandworksenaineedna.com
RECEIVED
SEP 16 2014
DENR,LAND QUALITY
STORMWA ER PERMITTING
cc Southern Shavings Company — William Culp
Bradley Bennett — NCDENR NPDES General Construction Stormwater Permitting
Cawft&Engineenng, PUC
PO Box 1922, Asheville, NC 28802
828-230-7958

Pat McCrory John E. Skvarla, III
Governor Secretary
September 2, 2014
LETTER OF RECEIPT OF EROSION CONTROL PLAN
W W Culp Properties
Attention: Mr. William Culp, Owner
532 Post Office Box
Cherryville, North Carolina 28021
RE: Project Name: Southern Shavings Company, Inc.
Project ID: CLEVE-2015-009
County: Cleveland, City: Fallston, Address: Jim Cline Rd.
Submitted By: William Culp
Date Received by LQS: August 29, 2014
Plan Type: Commercial
Dear Mr. Culp:
S F. oz,
This office has received a soil erosion and sediment control plan for the project listed above
which was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S.
113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement of the land -disturbing activity
(G.S. 113A-54(d) (4)). The Act further states that this plan must be filed a minimum of 30 days
prior to the activity and the approving authority must approve or disapprove the submitted plan
within 30 days of receipt. Failure of the approving authority to approve or disapprove the submitted
plan within the 30-day period will be deemed approval of the plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act
prior to the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
610 E Center Ave Suite 301 Mooresville, NC 28115 PHONE: [phone] FAX: [phone]
Internet: httoiloortal ncdenr.orgMeb/Irl
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Letter of Receipt
William Culp
September 2, 2014
Page 3 of 3
CHECKLIST OF ADDITIONAL ITEMS
Temporary Measures - It appears the northern HDPE 15" pipe of the dual pipes will discharge
without going through the sediment basin. Please direct this flow to the sediment basin.
Please ensure the southwest corner of the site also drains to the sediment basin.--'
7 and 14 Day Ground Stabilization Areas - Please include the Table of Permit Stabilization
Requirements to indicate the new timelines for ground cover to be provided on the site. The table
can be located at: http://portal.nedenr.org/web/ir/consLruction-sto-rinAater.
Please forward a copy of this application to Bradley Bennett at the Raleigh office to update the
current Stormwater Permit at 1612 Mail Service Center, Raleigh, NC 27699 or at
[e-mail].

A.
MCDENR
North Carolina Department of Environment and Natural Resources
,Pal McCrory
Governor
Dear Sir or Madam:
John E. Skvada, III
Secretary
Attached is a copy of the inspection report which was prepared following an on -site inspection of
the subject site. This report is intended to provide you with information conceming the status of
the site as it relates to compliance with the North Carolina Sedimentation Pollution Control Act
of 1973.
Please review this report carefully as it may contain corrective actions needed or comments
which will assist you in meeting the required performance standards of the Act.
It is our desire that any and all possible problems be discussed and resolved at the earliest
possible time. To facilitate this effort, please contact the named inspector at the address shown
on the inspection report if you have any questions.
Sincerely,
Land Quality Section
Mooresville Regional Office
RECEIVED
SEP 16 2014
DENR-LAND QU
ALITY
STDRMWATER PERMITTING
Division of Energy, Mineral, and Land Resources
Land Quality Section - Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Telephone: [phone] / FAX [phone] c Internet: http://portal.nodenr.orgAvebfirAand-quality
An Equal Opportunity /Affirmative Action Employer -50% Recycled / 10% Post Consumer Paper

North Carolina Department of Environment and Natural Resources
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, NC 28115
[phone]
County: Cleveland Project: Southem Shavings
Person finaneialh responsible: Southern Shavings Co. Inc. - Bill Culp,
PresideaUCEO
Address: post Office Box 532. Chemville. NC 28021
1. Project Location: Jim Cline Road, Chemville
Pictures: No
2. Weather and soil conditions: Sunny/Workable Soils
3. Is site currently under notice of violation? No
River basin: Broad
Project #: CLEVE-2014-504
Initial inspection: No
4. Is the site in compliance with S.P.C.A. and rules? No If no. check violations below:
S. Violations:
✓ a. No approved plan. G.S. 113A-57(4) and 15A NCAC 4B .0107(c)
✓ f. Failure to take all reasonable measures- 15A NCAC 4B .0105
6. Is the site in compliance with the NPDF.S Permit? N/A
Describe:
7. fins sedimentation damage occurred since last inspection No If Yes, where? (check all that apply)
Degree of damage:
8. Contact made with (name): Jim Hudson
Inspection report: Sent Report
9. Corrective action needed:
Title: Plant .Manager
Dategiven/senC August01,2014
1. Submit an adequate sedimentation and erosion control plan for approval, covering all areas
disturbed or to be disturbed.
2. Install erosion and sediment control devices sufficient to retain sediment on the tract.
10. Comments: Please submit an adequate Erosion & Sedimentation Control permit application within 14
days of receiving this inspection report.
Failure to comply with the Rules may result in a Notice of Violation and possible fines of up
to $5,000.00 per day per violation.
Reported by: Ryan Kormanik
Date of inspection: July 29, 201
cc:
Others present:
4 Time arriving on site: 9:30 AM
Time leaving site: 10:00 AM

EROSION CONTROL AND STORMWATER
POLLUTION
PREVENTION PLAN
NARRATIVE & CALCULATIONS
August 20, 2014
Applicant:
Southern Shavings Company, Inc.
254 Tot Delliger Road
Cherryville, NC 28021
Project:
Southern Shavings Company, Inc
Production Facility
317 Jim Cline Road
Fallston, NC 28021
Prepared By:
LandWorks Engineering, PLLC
PO Box 1922
Asheville, North Carolina 28802
RECEIVED
SEP 16 2014
DENR•LAND QUALITY
STORMWATER PERMITTING
►n
Landworks Project Number: 0201022 t7fi4� IV
7I1111111 ��"

Table of Contents
1. Project Narrative
a. Introduction
b. Project Description
c. Site Characteristics & Soils Information
d. Stormwater Runoff and Drainage
2. Site Location Map
3. Soils Map
4. Storm Water Runoff Calculations TR55
10 year runoff
25 year runoff
5. Erosion Control Basin and Stormwater Pond Calculations
Pond 1
Sediment Storage
Skimmer Basin Sizing
Emergency Spillway 10 and 25 year levels/calculations
Anti Flotation Calculations
6. Stormwater Monitoring Requirements
7. Stormwater Reporting Requirements
8. Appendix

Narrative
Introduction
Southern Shavings Company, Inc. in an effort to comply with the State of North
Carolina Department of Environment and Natural Resources Division of Water Quality
standards and regulations has engaged LandWorks Engineering to prepare all
necessary erosion and stormwater control plans, calculations and applications on its
behalf for the Fallston Production Facility which was opened in December of 2008.
Currently Southern Shavings operates under NCNPDES NCG210000 General
Stormwater Permit issued for the Site in 2010.
Project Description
On July 29, 2014 the North Carolina Department of Environment and Natural Resources
(NCDENR) Land Quality Section visited the Southern Shavings Company an existing a
shavings production facility located at 317 Jim Cline Road in Fallston, NC. At this
facility, pine trees or cedar trees as raw material are manufactured into shavings, taken
off site to Cherryville, NC to be packaged into bales and sold as bedding materials for
horses and other animals.
Trees are the only raw material stored at the site. The logs come into the facility
on log trucks are weighed and are off loaded with a knuckle boom truck into one of three
timber storage and staging areas. During NCDENR's visit the areas around the tree
storage area what is referred to as the "operations area"was observed to be disturbed
and muddy due to the wet weather and the and the heavy equipment used to transport
the logs into the trough for processing. During the wet season the high traffic operations
area becomes contaminated with soil and appears very muddy. The remainder of the
site approximately 7.8 acres is undeveloped and consists of wooded and field grass
areas.
Ryan Kormanik with NCDENR inspected the site and determined that corrective action
was necessary by the facilities owner to control stormwater runoff and sediment from
leaving the site for protection of the downstream watershed. The described corrective
action needed includes:
1. Submit an adequate Erosion and Sedimentation Control Plan for approval,
covering all areas disturbed or to be disturbed.
2. Install Erosion and Sediment Control devices sufficient to retain sediment on the
tract.
To comply with the NCDENR report Landworks has designed a skimmer
sediment basin below the disturbed area on site that will collect and treat the stormwater
runoff flowing on to and through the site. Treatment will consist of capturing, storing and
releasing the stormwater over two -five days allowing any soil/silt particles to settle out
prior to release. The treatment ponds have been designed in accordance with
Stormwater Best Management Practices, the NPDES General Permit NCG210000
and the NC Erosion and Sedimentation Control Planning and Design Manual.

Site Characteristics & Soils Information
The site consists of two parcels totaling 11.81 acres. The site falls gently from
right to left over its 450 ft. frontage and front to back over its 1040 ft depth. On the rear
of the property there is an unnamed tributary to Magness Creek. A 30 foot undisturbed
buffer exists of the unnamed creek tributary as it travels through the property. Site
Soils consist of predominantly Cecil Sandy Clay Loam (CaB2) 2-8% slopes, transitioning
to Pacolet Sandy Clay Loam (PaC2) 8-15% slopes and finally Chewacla Loam (ChA) 2-
8% slopes as you reach the creek.
The site has a gravel entrance driveway and a gravel operations/unloading and
employee parking area around the manufacturing facility. During the wet season the
high traffic gravel area in the operations area becomes contaminated with soil and
appears muddy. The site consists of two drainage areas one to the northwest and one
to the southeast. Both extend off the property to the north and encompass a portion of a
paved parking lot and building serving Alive Apparel Inc. The northwest drainage area
is 3.52 acres and has a 29.8% impervious area. The southeast drainage area is 3.42
acres and 16.4% impervious. The stormwater outfalls on the site have been evaluated
for the presence of non stormwater discharges and there is no evidence of any non-
stormwater discharges from the site.
With the sites exposure being limited to the short term storage of harvested logs,
the primary pollutant anticipated within the stormwater is sediment transported from the
gravel/mud parking area or any disturbed areas on the site. Landworks has designed a
stormwater/sediment ponds to capture, treat and slowly release the Stormwater runoff
from the site.
Construction of the stormwater treatment facilities and erosion control measures
on the site shall be in accordance with North Carolina Department of Environment and
Natural Resources (NCDENR) BMP and erosion control standards and specifications.
Stormwater Runoff and Drainage
The site has a 8.74 acre drainage area toward the south west corner of the
property before discharge into an unnamed tributary to Magness Creek a INS IV
watershed. Stormwater runoff travels in a sheet flow condition from a parking lot and
roof north of the site and then overland flow through a grass field onto the site.
A new intercept channel was designed to collect and convey the undisturbed
drainage area above the site (3.24 acres) and safely discharge it before it becomes
contaminated with sediment traveling through the operational area on -site.
The storm drain piping shall be High Density Polyethylene (HDPE) meeting
ASHTO specifications M 294. All storm drainage construction means and methods shall
be constructed in accordance with North Carolina Department of Transportation
(NCDOT) installation and Material specifications. Storm drain piping was installed in
accordance with the manufacturers written installation instructions.
TR55 was used to calculate the storm water run-off. A Composite CN-value for
each drainage basin area was calculated as 80 off site and 76 on the main site. The
storm drainage system was designed to safely collect and convey the 25 year, 24 hr.
storm event with a 10 minute time of concentration. A rainfall depth of 528 in/hr
corresponds to this storm event, according to National Oceanic and Atmospheric
Administration (NOAA). Storm drainage and ditches on the site were designed to collect
& convey a 25-year storm runoff event safely through the site. This additional storm
capacity will provide improved safety by adding redundancy should a large storm event

occur at the site. All culvert collection areas will be equipped with inlet protection and all
culvert discharge locations will be outfitted with rip rap plunge pool energy dissipaters
which assures that the water will be properly treated prior to entering the piping. The
plunge pools are rip -rap stones in a bowl shape which decrease the outlet velocity by
capturing the storm water in a collection area prior to allowing the storm water to sheet
flow along its natural course.
Note: Permanent Stormwater Treatment facilities shall be inspected on a semi-annual
schedule. Any repairs or deficiencies shall be corrected immediately. A record log shall be
maintained on the site by the owner and will record any deficiencies and the corrective
measures taken.

RECEIVED
SSN 16 Z014
Site Location Map DENR-LAND QUALITY
STORMWATER PERMITTING
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Soils Map
Cleveland County, NC
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DISCLAIMER: The information contained on Otis page is NOT to be construed or used as a "legal description". Map information is
believed to be accurate but a=.cy is not guaranteed.
Southern Shavings Co. Soil Types
CaB2 = Cecil Sandy Clay Loam, Hydrological Soil Group "B"
PaC2 = Pacolet Sandy Clay Loam, Hydrological Soil Group "B"
ChA = Chewacla Loam, Hydrological Soil Group "C"
Ur = Urban (Existing Impervious)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Southern Shavings Co., Inc.
ATTN: Chad Young
317 Jim Cline Rd.
Fallston, NC 28042
Pat McCrory, Governor
John E. Skvarla, III, Secretary
Aug. 16, 2013
Subject: NPDES Stormwater Permit Coverage Renewal
COC #NCG210399
Dear Permittee:
In response to your renewal application for continued coverage under Stormwater General Permit
NCG210000, the Division of Energy, Mineral and Land Resources (DEMLR) is forwarding herewith the
reissued Certificate of Coverage and stormwater General Permit. This permit is reissued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between
the state of North Carolina and the U.S. Environmental Protection Agency, dated October 15, 2007 (or as
subsequently amended.) The following information is included with your permit package:
A new Certificate of C
A copy of the stormwt
A copy of a Technical Bulletin Fbi the Eiem.-'.
Copies of the le Ninnitming Repeit I'-'
Copies of the Annual
Copies of the Qualitat'
The General Permit authorizes discharges of stormwater only, and it specifies your obligations with
respect to stormwater discharge controls, management, monitoring and record keeping. Please review the
new permit to familiarize yourself with all changes in the reissued permit. Significant changes to the
General Permit are outlined in the attached Technical Bulletin.
Your coverage under the General Permit is transferable only through the specific action of DEMLR.
This permit does not affect the legal requirements to obtain other permits which may be required by the
N.C. Department of Environment and Natural Resources, nor does it relieve the permittee from
responsibility for compliance with any other applicable federal, state, or local law, rule, standard,
ordinance, order, judgment or decree.
If you have any questions regarding this permit package please contact the DEMLR Stormwater
Permitting Program at 919-807-6300.
Sincerely,
for Tracy E. Davis, P.E., C.P.M.
cc: Stormwater Permitting Files
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: hfp://portal.ncdenr.org/web/Inland-quality
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8/16/13
Certificate of Coverage
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT No. NCG210000
CERTIFICATE OF COVERAGE No. NCG210399
STORM WATER
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water
Pollution Control Act, as amended,
Southern Shavings Company Inc
is hereby authorized to discharge stormwater from a facility located at
Southern Shavings Company, Inc.
317 Jim Cline Rd
Fallston
Cleveland County
to receiving waters designated as Magness Creek, class WS-IV water(s) in the Broad River Basin(s) in
accordance with the stormwater pollution management requirements, monitoring and reporting
requirements, and other conditions set forth in Parts I, 11, 111 and IV of General Permit No. NCG210000
as attached.
This certificate of coverage shall become effective August I, 2013.
This Certificate of Coverage shall remain effective for the duration of the General Permit.
Signed this day August I, 2013.
,for Thomas A.Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
1/1

ffiLA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Qualify
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 17, 201.0
Fir. William'vi. Culp
Southern Shavings Company, Inc.
254 Tot Dellinger Road
Cherryville, NC 28021
Subject: General Permit No. NCG210000
Southern Shavings Company, Inc.
CDC NCG210399
Cleveland County
Dear Mr. Culp,
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on August 30, 2010, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal
Area Management Actor any other federal or local governmental permit that may be required.
If you have any questions concerning this permit, please contact Cory Larsen at [phone]
or cory.larsen(ancdenr.00v.
( Sincerely,
forColeen H. Su ns
cc: Mooresville Regional Office, Dee Browder
Central Files
S-tcrmwater Permitting -Unit Files
Wetlands and Stoonwatef Branch One
1617 Mail Service Center. Raleigh, North Carolina 27699.1617 1 V DI-�tl CAhOI I Il it
Location: 512 N. Salisbury St. Raleigh. North Carolina 27604 Phone. [phone] FAX: [phone] Customer Service: 1-877-623 6748 /�/1
�I�1� j")/
Internet. w ocwaterquality.ofg Y �/

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG210000
CERTIFICATE OF COVERAGE No. NCG210399
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In c,;mpliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
SOUT14ERN SHAVINGS COMPANY, INC.
is hereby authorized to discharge stonnwater from a facility located at
Southern Shavings Companv, Inc
317 Jim Cline Road
Fallston, NC
Cleveland County
to receiving waters designated as Magness Creek, a class WS-IV water in the Broad River Basin,
in accordance with the effluent limitations, monitoring requirements, and other conditions set
-forth in Parts I, 11, Ill, IV, V, and VI of General Pennit No. NCG210000 as attached.
This certificate of coverage shall become' effective September 17, 2010.
This -Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 17, 2010.
/br Colcen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

LOCATION MAP:
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NCG210399
,tii<4.D $L�3f2 4:20,000
SOUTHERN SHAVINGS COMPANY, INC.
Labtude: 350 25' 2 1 " N
Longitude: 810 30' 59" W
County: Cleveland
Receiving Streams: fvlagness Creek
Stream Class: WS-1v
Sub -basin:, 03-08-04 (Bmai Riv r Bain)
I -;cility ' .:�c:Aion

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NCDENRNational Pollutant Discharge Elimination System
ramorv..+. uu r+auw �arw.:n.
NCG210000
NOTICE OF INTENT
FOR AGENCY USE ONLY
pate Received
Year
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National Pollutant Discharge Elimination System application for coverage under General Permit
NCG210000:
STORMWATER DISCHARGES associated with activities classified as:
SIC 24 Timber Products (except as specified below)
SIC' N/A Like activities deemed by DWQ to be similar in the process and/or the exposure of raw
materials, products, by-products, or waste materials
The following activities are specifically excluded from coverage udder this Genera! Permit:
Wood Kitchen Cabinets (SIC 2434)
Wood Preserving (SIC 2491)
Logging (SIC 241)
Wood chip mills
(Please print or type)
1) Mailing address of owner/operator (address
Name
Owner Contact
Street Address
City
Telephone No.
E-mail Address
Standard Industrial Ctassification
254 Tot Dellinger Road
Cherryville State NC ZIP Code 28021
704-435-8159 Fax:[phone]
southernshavinasaearthlink.net
2) Location of facility producing discharge
Facility Name Southern Shavings Company Inc.
Facility Contact Chad Young
Contact E-mail southernshavingsna earthlink.net
Street Address 317 Jim Cline Road
City Fallston State NC ZIP Code 2 8 0 2 1
County Cleveland
Telephone No. 704435-8159 Fax: [phone]
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From NC18/ NC182 intersection in FaIIston, NC
head west 0.6 mi. on NC 182 then turn left on Jim Cline Road. Site is 0.4 mi. on the right.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with this application)
4) Latitude 35'25'21" N Longitude 81'30'59" W (degrees, minutes, seconds)
5) This NPDES Permit Application applies to which of the following :
New or Proposed Facility Date operation is to begin: currently in operation
X Existing
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6) Standard Industrial Classification (SIC):
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code:-R-4- -6— ZV'%%
7) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: _Trees as the raw material, are manufactured into shavings. The shavings are taken off
site for processing, packaging and distribution. iRIMAky 1R6 Ovcr /s- /J,vle1/91 !1c-ooL�l— Fo R
8) Discharge points / Receiving waters: /I o'fs-F5 d Oe65
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 2
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? unnamed tributary to Magness Creek a tributary of the Broad River.
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
10) Does this facility have any other NPDES permits?
X No
Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
11) Does this facility have any Non -Discharge permits (ex: recycle permits)?
X No
Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
12) Does this facility employ any best management practices for stormwater control?
No
X Yes included with this submittal
If yes, please briefly describe: _Design package w/ submittal includes design of two stormwater infiltration
settlement ponds to catch and treat stormwater/ ponds from the site prior to release.
13) Does this facility have a Stormwater Pollution Prevention Plan?
No
X Yes included with this submittal
If yes, when was it implemented?
14) Does this facility store exposed piles of sawdust, bark, mulch, wood chips, or similar material on -site
for longer than seven (7) days? (Exposed directly to rainfall or to run-on from other areas of the
facility.)
X No Yes
15) Are vehicle maintenance activities occurring at this facility?
X No Yes
16) Hazardous Waste:
Page 2 of 4
SW U-236-072808

NCG210000 N.O.I.
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
17) Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document fled or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of
Title: ,A
(Signature of
William W. Culp
O
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $100 made payable to NC DENR
This completed application and all supporting documents
Page 3 of 4
SWU-236-072808

11110I iGI1I1I1IM4111
Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Central Office or Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
S W U-236-072808

Landitnc5 En inq eerinq
Land Planning & Civil Engineering
August 26, 2010
Mr. Bradley Bennett
NCDENR — Division of Water Quality
Stormwater Unit Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Southern Shavings Company, NCG210000, NOI Post Construction
LWE Job No. 0201022
Dear Mr. Bennett,
Enclosed please find one completed NOI Application, Stormwater Pollution Prevention Plans and Project
Narrative and Calculations, along with a check in the amount of $100 to cover applicable fees for the
Southern Shavings Production facility in the Town of Fallston, Cleveland, County NC.
The facility was opened in December of 2008 and the owner was recently alerted to the need for stormwater
permitting from Dee Browder with the NCDENR Mooresville Office. The Southern Shavings Facilities are
classified under SIC Code is 2499 (All other miscellaneous wood products) (NAICS Code 321999) and
produce animal bedding for horses and dogs.
The raw material stored outside used to produce the product shavings is trees. No finished product is stored
outside and there is no significant exposure within the site boundaries. I have discussed this project and the
NCG21 in detail with Bethany Georgoulias of your office.
If you should have any questions or need any additional information during you review please contact me
Respectfully Submitted,
LandWorks Engineering
4111�
Marty Kocot, PE
mkocot(&Iandworksengineehng.com
cc: Southern Shavings Company — William Culp
NCDENR Mooresville —Dee Browder
LandWorks Engineering, PLLC
PO Box 1922, Asheville, NC 28802
828-230-7958

SOUTHERN SHAVINGS CO., INC. 9799
NC Dept of Environment & Natural Resour
Check Number: 9799
Check Date: Aug 18, 2010
Check Amount: $100.00
Invoice Date Discount Taken Amount Paid Quantity Description
8/18/10 100.00 NCG210000 NOTICE OF INTENT
9799
SOUTHERN SHAVINGS CO.; INC.
`® WACHOVIA
-
Wachovia Bank. N.A.
- P.O. BOX 532 _: ` -.. _. wachovia.com
- CHERRYNILLE, NC 28021 - , Check Number:, 9799 -
- - .
-
[phone]..
.. --66-162-531
-Memo:
- -
:.8
DATE
AMOUNT �
One'Hundred and 00/100 Dollars
Aug8; 2010
g
a
PAY'°
..
100.00 €
TO THE
ORDER
-
OF
-'NCDept of Environment & Natural Resour -
8
STORMWATER &'GENERAL PERMITS -
1617.MAILSERVIG.CENTER
Raleigh; NC 27699-1617
a,
USA-

STORMWATER POLLUTION
PREVENTION PLAN
NARRATIVE & CALCULATIONS
August 25, 2010
Applicant:
Southern Shavings Company, Inc.
254 Tot Delliger Road
Cherryville, NC 28021
Project:
Southern Shavings Company, Inc
Production Facility
317 Jim Cline Road
Fallston, NC 28021
Prepared By:
LandWorks Engineering, PLLC
PO Box 1922
Asheville, North Carolina 28802
Landworks Project Number: 0201022
SEAL
17640
IN
5

STORMWATER POLLUTION
PREVENTION PLAN
NARRATIVE & CALCULATIONS
August 25, 2010
Applicant:
Southern Shavings Company, Inc.
254 Tot Delliger Road
Cherryville, NC 28021
Project:
Southern Shavings Company, Inc
Production Facility
317 Jim Cline Road
Fallston, NC 28021
Prepared By:
LandWorks Engineering, PLLC
PO Box 1922
Asheville, North Carolina 28802
Landworks Project Number: 0201022
(� f/ SEAL
^U' 17640�::
G

Table of Contents
1. Project Narrative
a. Introduction
b. Project Description
c. Site Characteristics & Soils Information
d. Stormwater Runoff and Drainage
2. Site Location Map
3. Soils Map
4. Storm Water Runoff Calculations TR55
10 year runoff
25 year runoff
5. Bio-retention Pond Calculations
Pond 1 and Pond 2
First Flush (runoff from the first inch of rainfall) volumes.
2-5 day drawdown (falling head eq'n)
Emergency Spillway 10 and 25 year levels/calculations
Anti Flotation Calculations
6. Monitoring Requirements
7. Reporting Requirements
8. Appendix

Narrative
Introduction
Southern Shavings Company, Inc. in an effort to comply with the State of North
Carolina Department of Environment and Natural Resources Division of Water Quality
standards and regulations has engaged LandWorks Engineering to prepare all
necessary stormwater control plans, calculations and applications on its behalf for the
Fallston Production Facility which was opened in December of 2008 for the collection,
treatment and discharge of stormwater to the surface waters of North Carolina in
compliance with NPDES General Permit NCG210000
Project Description
Southern Shavings Company has constructed a shavings production facility on 317 Jim
Cline Road in Fallston, NC. At this facility, pine trees or cedar trees as raw material are
manufactured into shavings, taken off site to Cherryville, NC to be packaged into bales
and sold as bedding materials for horses and other animals. Trees are the only raw
material stored at the site. The logs come into the facility on log trucks are weighed and
are off loaded with a knuckle boom truck into one of three timber storage and staging
areas. There are two locations for pine logs and one location for cedar logs, each can
hold approximately 60 tons of raw material. The stored material is used depending upon
the demands of the Cherryville processing/packaging plant. The stockpiles are
constantly being replenished with new stock as the oldest logs are manufactured into
shavings. Typically the stock rotates every seven days.
The manufacturing of shavings takes place as timber logs are fed into a trough and cut
to an 8 ft. length. The logs are then dropped into a set of boxes that move back and forth
over four (4) shavers that make shavings from the logs. The shavings are carried by a
series of conveyor belts to a drier where the shavings and any saw dust resulting from
the shavings process are air dried. From there the air dried shavings and saw dust are
sent to a shaker table where the saw dust is separated from the shavings. The saw dust
is sent back to the burner as fuel for the air drying process and the wood shavings are
blown into storage trailers on the site. The full storage trailers are hauled to the
Cherryville Facility for processing, packaging and delivery to customers.
Southern Shavings Company was first alerted to the need for an Industrial Stormwater
permit by Dee Browder from NCDENR Mooresville Office in the May of 2010. It is
important to note that the facility has only raw product (trees) stored outside. No finished
product is stored outside and there is no other significant exposure within the site
boundaries.
To comply with the NPDES Stormwater regulations we are proposing construction of two
water quality treatment areas that will collect and treat the stormwater runoff flowing
through the site from the first inch of rainfall. Treatment will consist of capturing, storing
and releasing the stormwater over two -five days allowing any soil/silt particles to settle
out prior to release. The treatment ponds have been designed in accordance with
Stormwater Best Management Practices.
Site Characteristics S Soils Information
The site consists of two parcels totaling 11.81 acres. The site falls gently from
right to left over its 450 ft. frontage and front to back over its 1040 ft depth. On the rear
of the property there is an unnamed tributary to Magness Creek. A 30 foot undisturbed
buffer exists of the unnamed creek tributary as it travels through the property. Site

Soils consist of predominantly Cecil Sandy Clay Loam (CaB2) 2-8% slopes, transitioning
to Pacolet Sandy Clay Loam (PaC2) 8-15% slopes and finally Chewacla Loam (ChA) 2-
8% slopes as you reach the creek.
The site has a gravel entrance driveway and a gravel operations/unloading and
employee parking area around the manufacturing facility. Please note: During the wet
season the high traffic gravel area in the operations area becomes contaminated with
soil and appears muddy. The remainder of the site approximately 8.2 acres is
undeveloped and consists of undisturbed woods and field grass areas.
The site consists of two drainage areas one to the northwest and one to the
southeast. Both extend off the property to the north and encompass a portion of a paved
parking lot and building serving Alive Apparel Inc. The northwest drainage area is 3.52
acres and has a 29.8% impervious area. The southeast drainage area is 3.42 acres and
16.4% impervious. The stormwater outfalls on the site have been evaluated for the
presence of non stormwater discharges and there is no evidence of any non-stormwater
discharges from the site.
With the sites exposure being limited to the short term storage of harvested logs,
the primary pollutant anticipated within the stormwater is sediment transported from the
gravel/mud parking area or any disturbed areas on the site. Landworks has designed
two stormwater/sediment ponds (one serving each drainage area) to capture treat and
slowly release the Stormwater runoff from the site.
Construction of the stormwater treatment facilities and erosion control measures
on the site shall be in accordance with North Carolina Department of Environment and
Natural Resources (NCDENR) BMP and erosion control standards and specifications.
Stormwater Runoff and Drainage
The site has two drainage areas both draining toward the south west corner of
the property before discharge into an unnamed tributary to Magness Creek a WS IV
watershed. Stormwater runoff travels in a sheet flow condition from a parking lot and
roof north of the site and then overland flow through a grass field onto the site.
The storm drain piping shall be High Density Polyethylene (HDPE) meeting
ASHTO specifications M 294. All storm drainage construction means and methods shall
be constructed in accordance with North Carolina Department of Transportation
(NCDOT) installation and Material specifications. Storm drain piping was installed in
accordance with the manufacturers written installation instructions.
TR55 was used to calculate the storm water run-off. A Composite CN-value for
each drainage basin was calculated as 76. With a ten (10) minute time of concentration.
The storm drainage system was designed to safely collect and convey the 25 year, 24
hr. storm event with a 10 minute time of concentration. A rainfall intensity of 6.0 in/hr
corresponds to this storm event, according to Natural Resources Conservation Service
(NRCS). Storm drainage and ditches on the site were designed to collect & convey a
25-year (NRCS) storm runoff event safely through the site. This additional storm
capacity will provide improved safety by adding redundancy should a large storm event
occur at the site. All culvert collection areas will be equipped with inlet protection and all
culvert discharge locations will be outfitted with rip rap plunge pool energy dissipaters
which assures that the water will be properly treated prior to entering the piping. The
plunge pools are rip -rap stones in a bowl shape which decrease the outlet velocity by
capturing the storm water in a collection area prior to allowing the storm water to sheet
flow along its natural course.

Note: Stormwater Treatment facilities shall be inspected on a semi-annual schedule. Any
repairs or deficiencies shall be corrected immediately. A record log shall be maintained on
the site by the owner and will record any deficiencies and the corrective measures taken.

Site Location Map
iendship
• Ch •
• �ar_f,.Gop` • - { • - _ BM 1o25 i • _
- ., o
(tlepq� Rose Hi It TO.—
i Ce
.r
All
• • r
• • • • • • INE RD ( ism • �
/ 25
A pff w MW "M pr.•.o.• o•..p pop • ft w•h "M
From e M ady FDF IOW n a.m.• •M pnt>etw! Ce •tWft at r,.t WVWW moments. CVrQ h: aos.+ss
roan, au Wwm•• gkoft f.tpty OM tte mNMt"U w•S W MVM dlM'D .SOWC the
*UWtlpo Pdff'AcWe pmW iM M% I- Ga YtMaS/ f

G,$7-
Psl
Soils Map
Cleveland County, NC / I cal 15+on byn4rr
Ntke
C862
iso-.
lor—•—
orx
I
Ja)5t
epee C, 8
rs3
at
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Jens, ,
� ?Sptt d501a
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s•Al^t - ]sp,l d,�p )�q�
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oiSCIABAEW The inramawn contaxwd on this page is NOT W be Conatued w used as a legal desQipticn' Map eeknfnalion M
beeered M he accurate but socuracy ie not guaranleed
Southern Shavings Co. Soil Types
CaB2 = Cecil Sandy Clay Loam, Hydrological Soil Group nB"
PaC2 = Pacolet Sandy Clay Loam, Hydrological Soil Group "B"
ChA = Chewacla Loam, Hydrological Soil Group "Cn
Ur = Urban (Existing Impervious)

TR55 Calculations
Stormwater Runoff
Summary:
Drainage Area 1
Drainage Area = 3.52 Acres northwest site
Hydrological Soil Group B
Composite CN = 76
Tc = 10 minutes or 0.16 hours
Q10 = 12.48 cfs
Q25 = 16.61 cfs
Drainage Area 2
Drainage Area = 3.42 Acres southeast site
Hydrological Soil Group B
Composite CN = 76
Tc = 10 minutes or 0.16 hours
Q10 = 12.11 cfs
Q25 = 16.13 cfs

Bio-Retention Pond Calculations
Grass bio-retention pond serving Drainage Area 1
Drainage Area I
Drainage Area = 3.52 Acres
Impervious Area within Drainage Area = 1.05 Acres
Soil Type = Cecil Sandy Clay Loam (CaB2).2-8% Hydrologic Soil Group B.
Runoff Depth in Inches = (P-0.2 S)'-*4P+0.8S)
P = 1 inch Precipitation
S= 1000-(CN-10)
CN is a measure of how much rainfall will infiltrate during a storm event.
CN for Drainage Area 1 = 0.77 Acres dirt/gravel CN = 80 + 1.05 Acres Impervious CN = 98 +
1.70 Acres good grass cover 61 = 76 overall composite CN
S = 1000-(76-10)=15.15 inches
Runoff Depth = 0.31 inches
Runoff Volume (cubic feet) = Area (ft') X Runoff depth (ft)
Runoff Volume = 153,331 x 0.0258 = 3,961 cubic feet
Surface Area Req'd (at 12 inch water storage depth) = 3,961 square feet
Grass bio-retention pond serving Drainage Area 2
Drainage Area 2
Drainage Area = 3.42 Acres
Impervious Area within Drainage Area = 0.56 Acres
Soil Type = Cecil Sandy Clay Loam (CaB2) 2-8% Hydrologic Soil Group B.
Runoff Depth in Inches = (P-0.2 S)'-(P+0.8S)
P = 1 inch Precipitation
S= 1000-(CN-10)
CN is a measure of how much rainfall will infiltrate during a storm event.
CN for Drainage Area 1 = 1.6 Acres dirt/gravel CN = 80 + 0.56 Acres Impervious CN = 98 +
1.26 Acres good grass cover 61 = 76 overall composite CN
S = 1000-(76-10)=15.15 inches
Runoff Depth = 0.31 inches
Runoff Volume (cubic feet) = Area (ft') X Runoff depth (ft)
Runoff Volume = 148,975 x 0.0258 = 3,848 cubic feet
Surface Area Req'd: (at 12 inch water storage depth) = 3,848 square feet
Surface Area Provided: = 4,200 square feet Pond 1
= 3858 square feet Pond 2
Volume of Storage Req'd
Pond 1 = 3961 cubic feet
Pond 2 = 3,848 cubic feet
Volume Provided @ normal depth (Ift.)
Pond 1 = 4200 cubic feet
Pond 2 = 3858 cubic feet

These volumes are achieved when the water depth in each pond = 1 ft.
The stormwater in the pond will slowly infiltrate into the Cecil Sandy Clay Loam soil.
However, in accordance with BMP Design requirements, we want to ensure that the pond drains
down within 2-5 days.
So using the falling head Eqn. we will design an orifice to drawdown the storage of the ponds in
2 days.
= 2A
�— d6-Y hours , 60
-oaf 11�1,•
A. o. 00000Zq- A
t— Aron (scrods)
IpJ rnv 1
h,-
-
2" fj
A = a 200 r I
LZ 6ar4,1-1 Ion
A Z7,00qt,;2
U= tl�� �p�Jtr� �ot�t�fT�✓,��
Cut a 1-1/4 inch diameter hole at the base of the pond riser. Install a 12" sq. x patio block
directly adjacent to the hole to keep vegetation from blocking the orifice
Surround the riser with a ring of #57 washed stone to filter out suspended sediment from the
stormwater prior to discharge.
The runoff from the first inch of rainfall is safely captured and treated prior to release.

Emergency Spillway Design (safely pass the runoff from the 25 year event)
Both ponds have similar inflow rates and volumes so to keep things simple both ponds will use a
similar design incorporating an 18" dia riser pipe with an 18" dia outlet pipe.
For the 25 year event at each pond
Weir Eqn: Q=CIhT1.5
1=3.1416xpipe dia. =3.14x 1.5=4.71 ft.
16.61=3x4.71 xhT1.5
Sloving for h
h = (16.61/14.13)T0.666
h = 1.0 ft over riser during a 25 year storm event
similarly h = 0.92 ft. during the 10 year event.
All stormwater runoff from the 25 year event safely passes over the riser and through the
outlet pipe in the pond, while providing 1 foot of freeboard around the pond perimeter.
Anti -Flotation / Bouvanev Calculations
Diameter of Riser = 18 inches
Weight of Riser = 90#
Weight of atrium dome grate = 20#
Weight of water = 62.4#/cubic foot
Height of water displaced = 1 foot.
Weight of saturated soil = 120 4/cubic foot
Weight gravel = 120 #/cubic foot
Upward Force T
weight of displaced water =n X diameter X height of riser X weight of water
3.1416 x 1.5 ft.x 1 ft. x 62.4 #/cf = 294.05 #
Downward Force j
Weight of riser pipe and trash rack +weight of washed stone in invert extension (n X
diameter X height of X weight of washed stone) _
90# + 20# + weight of 6" stone in invert base extension 3.1416 x 0.5 ft. x120 #/ci= 392.74 #
Factor of safety against uplift = 392.74/294.05 = 133 therefore OK

Qualitative Monitoring Requirements
With the sites exposure being limited to the short term storage of harvested logs, the
primary pollutant anticipated within the stormwater is sediment transported from the
any disturbed areas on the site. Both bio-retention ponds outfalls will require
Qualitative Monitoring. Qualitative monitoring which requires a visual
inspection of each stormwater outfall regardless of representative outfall status
and shall be performed as specified below in Table 4. Qualitative monitoring is
for the purpose of evaluating the effectiveness of the Stormwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution. No
analytical tests are required. Qualitative monitoring of stormwater outfalls must
be performed during a representative storm event.
Table 4. Qualitative Monitoring Requirements
Discharge Characteristies
-
• t; Frequency
-
,
onnorrug'''
r.'
i„;x, Location.:
Color
Semi-Annua
SDO
Odor
Semi-Annua
SDO
Clarity
Semi-Annua
SDO
Floating_Solids
Serni-Annua
SDO
Suspended Solids
Semi-Annua
SDO
Foam
Semi-Annua
SDO
Oil Sheen
Semi-Annua
SDO
Erosion or deposition at the
outfall
Semi-Annua
SDO
Other obvious indicators
of stormwater pollution
Semi-Annua
SDO
Footnotes:
I Monitoring Location: Qualitative monitoring shall be performed at each
stormwater discharge outfall (SDO) regardless of representative outfall status.
If the permittee's qualitative monitoring indicates either that existing stormwater
BMPs are ineffective, or that significant stormwater contamination is present, the
permittee shall investigate potential causes, evaluate the feasibility of corrective
actions, and implement those corrective actions appropriate. A written record of the
permittee's investigation, evaluation, and response actions shall be kept in the
Stormwater Pollution Prevention Plan.

Qualitative monitoring is for the purposes of evaluating the effectiveness of the
stormwater Pollution Prevention Plan (SPPP), assessing new sources of stormwater
pollution, and prompting the permittee's response actions to pollution. If the
permittee repeatedly fails to respond effectively to correct problems identified by
qualitative monitoring, or if the discharge causes or contributes to a water quality
standard violation, DWQ may:
• require that the permittee revise, increase, or decrease the monitoring
frequency for the remainder of the permit;
• rescind coverage under the General Permit, and require that the permittee
apply for an individual stormwater discharge permit;
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures; or
• require that the permittee implement site modifications to qualify for the No
Exposure Exclusion.
Qualitative monitoring will be performed twice per year, in accordance with the
schedule in Table 2. A minimum of 60 days must separate Period 1 and Period
2 monitoring dates, unless monthly sampling has been instituted under a Tier Two
response as part of other analytical
monitoring requirements in this permit.
Reporting Requirements
Discharge Monitoring Reports
Samples analyzed in accordance with the terms of this permit shall be
submitted to the Division on Discharge Monitoring Report forms
provided by the Director. Submittals shall be delivered to the Division
no later than 30 days from the date the facility receives the sampling
results from the laboratory.
When no discharge has occurred from the facility during the report
period, the permittee is required.to submit a discharge monitoring
report, within 30 days of the end of the six-month sampling period,
giving all required information and indicating "NO FLOW" as per
NCAC T15A 0213 .0506.
The permittee shall record the required qualitative monitoring
observations on the SDO Qualitative Monitoring Report form provided
by the Division, and shall retain the completed forms on site. Visual
monitoring results should not be submitted to the Division, except
upon DWQ's specific requirement to do so.

2. Submitting Reports
Duplicate signed copies of all reports required herein, shall be
submitted to the following address:
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

WinTR-55 Current Data
Description
--- Identification Data ---
User:
Kocot
Date:
8/17/2010
Project:
Southern Shavings
Units:
English
SubTitle:
Areal Units:
Acres
State:
North Carolina
County:
Cleveland
Filename:
<new file>
Sub -Area Data ---
Name
Description
Reach
Area(ac)
RCN Tc
------------------------------------------------------------------------------
drainareal
northwest drainage area
Outlet
3.52
76 0.160
Total area:
3.52 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2-Yr 5-Yr 10-Yr 25-Yr SO-Yr 100-Yr 1-Yr
(in) (in) (in) (in) (in) (in) (in)
-----5___-_------5---------S-O6.0
-'---------6-7-_-------7-0---------
31.0
Storm Data Source: User -provided custom storm data
Rainfall Distribution Type: Type II
Dimensionless Unit Hydrograph: <standard>
WinTR-55, Version 1.00.09 Page 1 8/17/2010 7:54:55 AM

Kocot Southern Shavings
Cleveland County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area Peak Flow and Peak Time (hr) by Rainfall Return Period
or Reach ANALYSIS: 25-Yr
Identifier (cfs) (cfs)
(hr) (hr)
----------------------------------------------------------------------
SUBAREAS
drainareal 12.46 16.61
11.98 11.96
REACHES
OUTLET 12.48 16.61
WinTR-55, Version 1.00.09 Page 1 9/17/2010 7:54:55 AM

WinTR-55 Current Data Description
--- Identification Data ---
User: Kocot Date: 8/17/2010
Project: Southern Shavings Units: English
SubTitle: Areal Units: Acres
State: North Carolina
County: Cleveland
Filename: C:\0201022 Southern Shavings Co\Southern Shavings DA 1.w55
--- Sub -Area Data ---
Name Description Reach Area(ac) RCN Tc
-----------------------------------------_------------__--_ -
drainarea2 southeast drainage area Outlet 3.42 76 0.160
Total area: 3.42 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2-Yr 5-Yr
10-Yr 25-Yr
50-Yr
100-Yr
1-Yr
(in) (in)
(in)
(in)
(in)
(in)
(in)
--------------------------------------------------------------------------------
3.5 4.5
5.0
6.0
6.7
7.0
1.0
Storm Data Source:
User -provided
custom storm
data
Rainfall Distribution Type:
Type I1
Dimensionless Unit Hydrograph:
<standard>
WinTR-55, Version 1.00.09 Page 1 8/17/2010 7:59:58 AM

Kocot Southern Shavings
Cleveland County, North Carolina
Watershed Peak Table
Sub -Area Peak Flow by Rainfall Return Period
or Reach ANALYSIS: 25-Yr
Identifier (cfs) (cfs)
_____________________ __---_ _ _
SUBAREAS
drainarea2 12.11 16.13
REACHES
OUTLET 12.11 16.13
WinTR-55, Version 1.00.09 Page 1 8/17/2010 7:59:59 AM

DEVELOPER
CONTACT
SITE
LOCATION
CIVIL
ENGINEER
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W
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SOUTHERN SHAVINGS INC'E00
Co., W C
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STORMWATER POLLUTION PREVENTION PLAN �E.ZNC
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W. W. Culp Properties
Bill Culp
254 Tot Dellinger Rd
Cherryville, N.C.
PH: 704.435.8159
FX: 704.435.8124
Old Info - W.W. Culp Properties
317 Jim Cline Rd
Fallston, NC.
LandWorks Engineering
PO Box 1922
Asheville, NC. 28802
PH: 828.230.7958
FALLSTON, CLEVELAND COUNTY, NC
SHEET INDEX:
SUBMITTAL
DATE:
C1.0 Cover Sheet
08/20/10
C2.0 Site Plan
08/20/10
C3.0 Stormwater Management Plan
08/20/10
•
•
OWNER: W. W. CULP PROPERTIES, VjmwhaftbMovL PARCEL No. 60678
'� d PARCEL No. 61079
DEED BOOK: 1554 PG: 1813
DEED BOOK: 1566 PG: 1824
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I EXISTING SILT
I I \ 18"o NYLOPLASTIC-ADS DRAIN BASIN w/
FENCE (TYP) ATRIUM DOME GRATE, 18"9STUB OUT
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I 40 LF OF 18"o SMOOTH
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I I , WOODS' WALL HDPE PIPE \
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` RIP RAP PLUNGE'POOL \
ED TRIBUTARY TO I \ \
UNNAMED LAT/LONG DISCHARGE: , I I HUBER STEVEN R
MAGNESS CREEK WS IV 35'25'20"N PARCEL No.: 35009 \
WATERSHED (TYP) 081'30'59"W DB: 19K PG: 245
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POND #1 DIM: 37W x 1221 POND #1 TOP OF DAM = 962 TOP OF DAM * SEED AND MULCH DAM/ POND w/
POND #2 DIM: 46W x 106'1 POND #2 TOP OF DAM = 970 GRASS. DO NOT SEED OR MULCH
GRASS LINED POND WITHIN STONE RING AT RISER.
1'-0" 18
FREEBOARD " 0 DOME
25 YEAR EVENT GRATE (TYP) POND #1 = 960.0
1=0" POND #2 = 966.0 ;, COMPACTED EARTH
FIRST FLUSH EVENT `Vi\1`! �`1`�\� \� - DAM
11_0" 1 1�_on
WAS STOVE AM
2:1 SLOPE I Aft
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RISER ::..::.•:::.:: •:::..: :'::: ``\ �``\` j \/�/�
0
30' (POND #1) 40' (POND #2)
POND #1 BOTTOM OF POND = 959.0 INSTALL 1 " ORFICE 18.0 HDPE @ 0.5% SLOPE
POND #2 BOTTOM OF POND = 967.0 AT BOTTOM OF
POND LEVEL POND #1 INV = 956.6
INSTALL 12" SQ. POND #2 INV = 964.6
PATIO BLOCK 6POND i
" INVERT NYLOPLASTIC (2918AG) POND
BELOW 1 J" ORFICE EXTENSION 18 DRAIN BASIN RISER.
FILLED w/
WASHED STONE I / rtiAL BK>-
POND #1 INV = 964.1 � �i - --
POND #2 INV = 964.1 `�� -
N.T.S.
RIP RAP PLUNGE
POOL (SEE DETAIL
SHEET C3.0)
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SIZE
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10'
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4 1 /2'
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FLARED END _J
OR ENDWALL 18" INTERMEDIATE RIP RAP
—6 fGRAVEL ON FILTER FABRIC
SECTION A— A
RIP —RAP PLUNGE POOL
N.T.S.
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PARCEL Ni
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WEBS PAMELA L. /
PARCXL No.: 497&5
DB: 1429 PG: 2?06 /
,,AGRICULTUf AL
FIELD /
AGRICULTURIAL
FIELD I
WEBB PAMELA L.
PARCEL No.: 35060
DB: 1587 PG: 1364
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ALIVE APPAREL INC\
PARE EL No.: 59168 \
DB: 1473 PG: 2125
9" HIGH RIP RAP BERM FACED
I~4' MAX
WITH #57 WASHED STONE.
4'
t
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BREAK"-
1 I-1I " �--• ...
1.5' MAX.
STEEL POST
(1.33 LB/LF)
__
-Il�lif III III- I I�
I I I MIN. LENGTH = 5.0,
il
PROVIDE SILT FENCE BREAKS AT LOW POINTS
& DISCHARGE POINTS OF TYPE "B" SEDIMENT
NO. 57 STONE
HOGWIRE FENCE
TRAPS AND TEMPORARY DIVERSION DITCHES
BETWEEN POST
WHERE DEPICTED ON PLANS.
GENERAL NOTES:
1. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED 1.5 FEET.
MAXIMUM SLOPE LENGTH AND SLOPE FOR
2. FOR REINFORCEMENT OF FABRIC, USE 14 GAUGE MESH WITH 6" SPACING.
WHICH SEDIMENT FENCE IS APPLICABLE
3. CONSTRUCT FENCE FROM A CONTINUOUS ROLL. JOINTS SHALL OVERLAP BY
4' MINIMUM.
SLOPE SLOPE LENGTH (ft.)
MAXIMUM AREA (SF.)
4. IF WIRE MESH IS USED, FENCE POST SPACING MAY BE 8' MAXIMUM.
<2% 100
10,000
5. DO NOT ATTACH FABRIC TO EXISTING TREES.
2 TO 5% 75
7,500
6. INSPECT FENCES WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL BE
5 TO 10% 50
5,000
MADE IMMEDIATELY.
7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE STORAGE
10 TO 20% 25
>20% 15
1,500
VOLUMES.
SILT FENCE MUST COMPLY
WITH NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL PRACTICE STANDARDS AND
SPECIFICATION #6.62.
SILT FENCE
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RIP -RAP PLUNGE POOL
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