SW8080829_HISTORICAL FILE_20081003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0% 0 $ 2 °1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 008 ►003
YYYYMMDD

Aa-4•&t-'
Project name W cs a �t � i. r��v ��T p Review Date q/5/0?
Checklist for Completeness Review of Stormwater Applications AceePkea G/Io
fo
Each application for which a "Completeness Review" is needed will have this checklist printed on
yellow paper to distinguish it from other applications to be reviewed.
Lv� Read the narrative and application to determine the t o ect, i.e., residential vs.
ommercia subdivision vs. single lot, high density, ow densit offsite, redevelopment, and
e ermine what documentation needs to be provide
Make sure that all required forms, supplements, O&M's, deed restrictions, signature
authorizations, etc., are included and contain original signatures.
If low density, make sure the BUA calculations include any common areas, clubhouse areas,
�/ etc., and do a quick math check for addition errors.
Lei' Do a quick consistency check of the numbers used in the calculations vs. the numbers
L7 reported on the application. For multiple BMP's pick one or two to check.
Ownership issues? Make sure the correct person has signed the application. If it's a
corporation or LLC, print off the NCSOS information sheet and latest annual report. Make
sure the person who signed is listed on the annual report with his/her correct title, or make
sure a signature authorization letter has been provided.
Make sure 2 sets of plans have been submitted, and that they include grading, layout (with
[� dimensions for all proposed BUA) and details p
Are the Wetlands delineated on the plans? �Y) N By whom? r� Yh vrer l7ro
�J If the project drains to SA waters, make sure�USGS topo map with the site, the recei ng
waters and the '/ mile radius clearly shown to scale, is provided.
u�q❑ For high density projects, make sure the correct design storm is used, based on the receiving
stream classification and the projects proximity to SA waters.
d Make sure appropriate details are provided such as roads, cul-de-sacs, curbing, sidewalk,
BMP's, level spreaders, vegetated filter strips, curb outlet swales, etc. Two of the most
common errors are that sidewalk is indicated on the plans, but not included in the BUA calcs
or shown with the road detail, and the road width used in the BUA calculations is less than
that shown on the road detail.
N/A� Are there any issues within the 575 ft ORW AEC?
If high density, make sure the plans and calculations are signed, sealed and dated.
N/A If the project involves the subdivision of property or has outparcels, make sure a copy of the
Proposed Declaration of Covenants and Restrictions in legal format with all required
statements is provided, or that the appropriate standard deed restriction template, signed and
notarized, is provided.
N/>k❑ Make sure that a Soils Report for all projects is provided, to determine if the required
separation to the SHWT is provided.
►fA [] For multiple HD systems & curb outlet swales, make sure a drainage area map is provided.
If the application is substantially incomplete, give the entire file with the check to admin (Jo
Casmer) to be returned to the applicant. Jo will keep copies of the return letters, application &
check.
If the application lacks only a few minor items such that it can be made complete within 24
hours, you can email the consultant and request the information. Hold onto the package for
24 hours. If the information isn't received within 24 hours, give the application to Jo to return.
For Offsite projects:
The Designer's Certification for the offsite system has been submitted.
The deed restrictions have been recorded and a copy submitted.
The offsite system is in compliance with its permit.
Make sure the lot size hasn't changed from what was approved under the Master Plan and
that the correct lot number is referenced on the supplement form.
For I filtration projects:
Soils report to determine SHWT, soil type and expected infiltration rate is provided.
Has Vincent conducted the site investigation? If Yes, date?
For infiltration projects, the maximum 2 acre inches of volume in any single system has not
been exceeded.
For et Ponds projects:
Permanent pool to be located no lower than 6" below the estimated SHWT. Otherwise, the
incoming groundwater must be quantified and evaluated; the storage volume must be
verified; and the outlet needs to be evaluated for free drainage to the receiving waters under
SHWT conditions.
S:\WQS\STORMWATER\FORMS\COMPLETENESS REVIEW

East Coast Engineering & Surveying, P. C.
Engineers, Planners, & Surveyors
Delivery By Hand
August 21, 2008
Ms. Linda Lewis, Environmental Engineer
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: John D. Ward — Wood Waste Grinding Site
Brunswick County, North Carolina
Low Density Stormwater General Permit
Dear Ms. Lewis:
On behalf of our Client, please find enclosed for your review and approval the following
information required for a Low Density Stormwater Permit for the subject project:
• One (1) original and one (1) copy of the State Stormwater Management General
Permit Application;
• One (1) original and one (1) copy of the State Stormwater Management Permit
Application Low Density Supplement;
• One (1) original and one (1) copy of the required Deed Restrictions and Protective
Covenants for Low Density Commercial Subdivisions;
• Two (2) copies of Stormwater/Erosion Control Plan (Sheet Cl) for subject project;
• Two (2) copies of a Drainage Area Map of the project;
• Two (2) copies of an 8.5 x 11 inch USGS map reflecting location of site;
• Two (2) copies of the Stormwater Calculations;
• Two (2) copies for the Project Narrative;
• Check 42539 in the amount of $505.00 to cover the required application fee.
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience.
Sincerely,
T� k!�
Tyler Phillips
pc: Dr. John D. Ward
I2ECEIVEID
IM
AUG 2 2 2008
File: 08-0847 (Dr. John Ward — Wood Waste Grinding Site)
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]

Ward -Wood Waste Project
Stormwater Calculations
August 2008
SEAL rj
8948
GIN, Q<`<
Prepared by:
East Coast
Engineering & Surveying, P.C.
Engineers, Planners & Surveyors
Shallotte, North Carolina 28459
Post Office Box 2469 712 Village Road, SW
Offix: 910, 7548029

WARD -WOOD WASTE PROJECT
STORM DRAINAGE FLOW CALCULATIONS
East Coast Engineering and Surveying, PC
JTP
Q FROM DA1 Drainage Area =
1 7,292
SF
Drainage Area =
0 17
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Value(N
GRASSY
0.09
02
IMPERVIOUS
007
0.75
Total 'A'
0,167401286
Weighted'C'
0439
Intensity's'i"
71
0, = C eA
0.52
cfs
O FROM DA3 Drainage Area =
110.269
SF
Drainage Area =
253
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Value(h
GRASSY
239
0.2
IMPERVIOUS
0,14
0.75
Tota/'A'
2531427916
Weighted 'C'
0 230
Intensity' i' "I
7 1
O,=C[A
4.14
cfs
Q FROM DA5 Drainage Area =
2.009
SF
Drainage Area =
0.05
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Valuer'I
GRASSY
005
02
IMPERVIOUS
0.00
075
Total 'A'
0046120294
Weighted'C'
0200
Inter ity'i'"i
71
O,=CiA
0.07
cfs
Q FROM DA2 Drainage Area =
59.415
SF
Drainage Area =
1.36
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Value rn
GRASSY
121
02
IMPERVIOUS
O15
0.75
Total 'A'
1 36
Werghted'C'
0260
Intensity' i' "I
7 1
Q, = C aA
2.52
cfs
Q FROM DA4 Drainage Area =
32,420
SF
Drainage Area =
0 74
Acres
- Design Storm =F
10
-YR storm
Surface
Acres
C-Valuerh
GRASSY
059
02
IMPERVIOUS
0 15
075
Total 'A'
0 74426079
Weighted'C'
0313
Intensity's' "I
7 1
Q. = C eA
1.66
cfs
OFt
Revision Dale 8202009

MANNING'S FULL FLOW IN PIPE
DOT OFFSITE WATER
Pipe Diameter (in.)
12
Type Pipe
CPP
"n" Value
0.012
Slope
0.0065
Flow Area (SF)
0.7850
Wetted Perimeter (FT.)
3.1400
Hydraulic Radius (FT.)
0.2500
Velocity (FPS)
3.96
Flowrate (CFS)
3.11
2- OF `Y

WARD -WOOD WASTE PROJECT
Swale Calculations _
SWALE CALCULATIONS - BARE GROUND
East Coast Engineering and Surveying, PC
JTP
SWALE#
Q(10)
DA CONTRIBUTING
LONGITUDINAL
GRADE (%)
SIDE
SLOPE
BOTTOM
WIDTH
DEPTH OF
WATER
DEPTH OF
SWALE
WIDTH OF
SWALE
ACTUAL
VELOCITY
CHANNEL
CAPACITY
ADEQUATE
CAPACITY?
LINER
REQUIRED?
1
0.52
DA-1
0.09
1 3
1 0
1 0.60
1.00
1 600
097
1.04
YES
NO
2
2.52
DA-2
0.15
3
0
OF
125
7.50
1.64
3.98
YES
NO
3
4.14
DA-3
0.55
3
0
0.95
125
7.50
3.25
8.79
YES
YES
4
4.70
DA-4+DA-1+DA-2
0.32
3
0
1.20
1.25
7 50
2.89
12.50
YES
YES
5
8.91
DA-1+DA-2+DA-3+DA-4+DA-5
1.00
3
0
1.15
1.25
7.50
4.97
19.73
YES
YES
SWALES WITH BARE GOUND
Liner Coeff. = 0.02 i of y Last Revision Date 8/20/2008

WARD -WOOD WASTE PROJECT
Swale Calculations
SWALE CALCULATIONS - GRASSED
East Coast Engineering and Surveying, PC
JTP
SWALE #
Q(10)
DA CONTRIBUTING
LONGITUDINAL
GRADE (°/)
SIDE
SLOPE
BOTTOM
WIDTH
DEPThI OF
WATER
DEPTH OF
SWALE
WIDTH OF
SWALE
VELOCITY
CAPACITY
CAPACITY?
REQUIRED?
1
0.52
DA-1
0.09
3
0
070
100
6.00
0.44
0.64
YES
NO
2
2.52
DA-2
0.15
3
0
110
1.25
7.50
0.76
2.77
YES
NO
3
4.14
DA-3
0.55
3
0
1 25
1 25
750
1.59
7.46
YES
NO
4
4.70
DA-4+DA-1+DA-2
0.32
3
0
1.25
1.25
7.50
1.21
5.69
YES
NO
5
8.91
DA-1+DA-2+DA-3+DA-4+DA-5
1.00
3
0
1.25
1.25
750
2A5
10.06
YES
NO
SWALES GRASSED J
Liner Coeff. = 0.049 Hof 1 Last Revision Date 8/20/2008

East Coast Engineering & Surveying, P. C.
Engineers, Planners, & Surveyors
John Ward -Wood Waste Grinding Operation
Supply, North Carolina
PROJECT NARRATIVE
The John Ward -Wood Waste Grinding Operation tract is located in the Lockwood Folly Township
of Brunswick County on SR 1119 (Stanley Road) approximately 0.40 miles southeast of the
intersection of SR 1130 (NIt. Pisgah Road) & SR 1119 (Stanley Road) in Supply, North Carolina.
The total project area is 10 acres. The area of disturbance is 4.85 acres.
The project consists of a wood waste grinding operation where minor land forrrung activities will
take place. There will be a soil internal access road installed on this site. The property owner is
currently hauling vegetative debris from construction sites and stock piling on this site. The debris
will be ground into mulch and dispersed to other sites. The site is approximately 2600 feet from SR
1119 and is accessed by and existing road. No activity other than that described above is anticipated
at this time. At such time as the activity becomes more intense, a plan revision will be submitted to
the Land Quality Section for review and approval.
STORMWATER & EROSION CONTROL MEASURES
A construction entrance will be installed at the entrance to the project and maintained for the
duration of the activity at the site. The site contractor will stabilize disturbed areas as soon as
possible. Runoff will be directed to the sedimentation basin for the duration of the operation. Grass
lined swales with check dams will be installed to serve as stormwater collection/erosion control
diversion devices which will direct runoff to the sediment basin and shall be and maintain at all
times. In addition, silt fence will be maintained around the perimeter of the area of disturbance to
maintain adequate sedimentation and erosion control. No other erosion control measures are
deemed necessary at this time. The grass lined swales will also serve to convey the stormwater
runoff to a 100 LF treatment Swale located at the outlet of the sediment basin prior to leaving the
project area via an existing ditch on the NE side of the project.
712 Village Road SW * Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]

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www.tlelofms.com °}e•I '

August 8, 2008
John Ward
PO Box 229
Shallotte, NC
Project Name:
County: .
Dear Dr. Ward:
Michael F. Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
28459
Wood Waste Grinding Operation
Brunswick County
Coleen H Sullins Director
Division of Water Quality
The Division received an incomplete stormwater application for the project listed above on
August 5, 2008. The application and check no. 002539, are being returned because the
package lacked the necessary elements to accept it for review. The following information is
needed to accept the application for review:
® The plans propose an "internal access road". Roads are considered as built -upon area,
regardless of the type of surface they have, be it gravel, dirt, pinestraw, etc. The
clearing and grading permit does not allow for the construction of any built -upon area,
so the application will need to be revised to either low density or high density.
Please visit DWQ's website at httg://h2o.enr.state.nc.us/su/bmp forms.htm to download the
latest available forms. Please provide the requested information and return the package to the
address below. If you have any questions, please do not hesitate to call me at [phone]
or email me at linda. lewisancmail. net.
Sincerely,
Linda Lewis
Environmental Engineer III
ENB/arl: S:\WQS\STORMWATER\RETURN\woodwaste.aug08
cc: Sabrina Babson, ECE&S
Linda Lewis
X`hCarolina
tura/ty
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwaterquahty org Fax [phone]
An Equal OpportunitylAffrmative Action Employer - 50 % Recycled/10 h Post Consumer Paper

East Cast Engineering & Surveying, P. C.
41 Engineers, Planners, & Surveyors
Delivery By Hand
July 31, 2008
Ms. Rhonda Hall, Environmental Engineer
NCDENR— Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: John D. Ward — Wood Waste Grinding Site
Brunswick County, North Carolina
Stormwater General Permit
Dear Ms. Hall:
AUG U 5 2008
BY:._
On behalf of our Client, please find enclosed for your review and approval the following
information required for the subject project:
• One (1) original and one (1) copy of the State Stormwater Notice of Intent General
Permit to Clear and Grade a Proposed Development Site Application;
• Two copies of Erosion Control Plans (Sheet 1 of 1) for subject project;
• Two copies of an 8.5 x 11 inch USGS map reflecting location of site;
• Check #2539 in the amount of $505.00 to cover the required application fee.
This request is for a General Permit to clear. and grade the proposed development site. There is
no Built -Upon Area proposed for this site at this time.
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience.
Sincerely,
Sabrina B. Babson
Engineering Assistant
pc: Dr. John D. Ward
File: 08-0847 (Dr. John Ward — Wood Waste Grinding Site)
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte. North Carolina 28459 * Tel.: [phone] * Fax: [phone]

State Stormwater Management Systems
Permit No. SW8
DIVISION OF WATER QUALITY / WATER QUALITY SECTION
STATE STORMWATER NOTICE OF INTENT
GENERAL PERMIT TO CLEAR AND GRADE A PROPOSED DEVELOPMENT SITE
State Stormwater Management Application Notice of Intent for coverage under the General
Stormwater Management Permit to Clear and Grade a proposed development site.
For the clearing and grading only of a proposed development site where the final design is not
known, and the developer has not requested that the application be placed on administrative hold.
(Please print or type)
Mailing address of owner/developer. (The address to which all permit correspondence will be mailed)
Name John D. Ward
Street Address Brierwood Drive Post Office Box 229
City Shallotte State North Carolina ZIP 28459
Telephone No. 910-754-6453 FAX 910-754-
2. Location of proposed project:
Project Name Wood Waste Grinding Ooeration for Dr John Ward
Contact Person John D Wara
Street Address Brienaood Drive. Post Office Box 229
City Shallotte State North Carolina ZIP 28459
County Brunswick
Telephone No. 910-754-6453 FAX 910-754-
3 Physical Location Information: 749 Stanley Road SW
Please describe how to get to the project, using street names, state road numbers, and the distance and
direction from the nearest major intersection:
Approx. 1 3 miles south of the intersection of US Hwv 17 & Mt Pisoah (SR1130) take left on Stanlev Rd
(6R1119), approx. 0.4 miles. Project is located on right down access road about 2,500 feet.
4. This project is located in the Lumber River Basin
5. The name of the receiving stream is Little Doe Creek
6. Receiving Stream Classification: C:Sw. HQW
7. This Certificate of Coverage is being submitted as a result of:
® New or proposed project ❑ Modification to an existing project
Existing COO or Permit Number:
Date project is scheduled to begin construction: summer 2008
8. What is the total project area above mean high water? 4.56 acres ft2
9 Will wet detention or other ponds be constructed at this site?
❑ YES © NO Note all'ponds that may potentially be used later as stormwater treatment systems
must be built to State Desion standards, to include a forebay and a 10' wide vegetated shelf.
Page 1 of 2
C�Op�

State Stormwater Management Systems
Permit No. SW8
10 Please list all proposed piping, ditches, and drainage alterations to be constructed as part of this protect:
(attach an additional sheet if needed)
N/A no BUA
11. Is the project within 575' of the Mean High Water line of class ORW waters?
❑ YES © NO
12. Are there any wetlands on the site?
❑ YES ® NO
13 Please list all other Best Management Practices employed at this site:
14. 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 filed or Tecuired to be maintained under Article 21 or regulations of
the Environmental Management Commission implementing that Article, or who falsifies, tampers with or
knowingly renders inaccurate any recording or monitoring device or method required to be operated or
maintained under Article 21 or regulations of the Environmental Management Commission implementing
that Article, shall be guilty of a misdemeanor punishable by a fine not the exceed $10,000, or by
imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishmentbya
fine of not more than $10,000 or imprisonment of not more than 5 years, or both, for a similar offense)
I hereby request coverage under the referenced General Permit. I understand that coverage underthis
permit will constitute the permit requirement for the project and is enforceable in the same manneras an
individual permit.
I certify that I am familiar with the information contained in the application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed name of person signing: John D Ward
Title: Owner
of Applicant)
(Date signed)
A check or money order must accompany this Notice of Intent for $420.00, made payable to NCDENR.
This application will be returned unless all of the following items are submitted:
Z This completed form
® Two sets of site and grading plans
A check for $505 00
A USGS map with the project clearly located on it.
Mail the entire package to: NCDENR Division of Water Quality
Water Quality Section — Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Note The submission of this document does not guarantee the issuance of a Certificate of Coverage under
the General Permit.
Page 2 of 2