SW8031219_Historical File_20040220

OF WAT�cR Michael F. Easley, Governor
r� 4� William G. Ross Jr., Secretary
. 7 North Carolina Department of Environment and Natural Resources
j r
-� Alan W. Klimek, P.E.,Director
DivisioColeen H. Sullins, of
Director
Division of Water Quality
February 20, 2004
Mr. William M. Russell
540 Kennedy Circle
Boiling Spring Lakes, NC 28461
Subject: Stormwater Permit No. SW8 031219
Mike Russell Property Subdivision
General Permit -Clear and Grade
Brunswick County
Dear Mr. Russell:
In accordance with your application to be covered under the State Stormwater General
Permit for Clearing. and Grading a Proposed Site, received on December 12, 2003, we
are forwarding herewith the subject Certificate of Coverage Number SW8 031219 to
clear and grade a proposed development site where the final design is not yet known
and the developer has not requested the application be placed on hold, under the
.subject General Permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and Title 15A NCAC 2H .1000, the stormwater
management rules.
Please take notice that this Certificate of Coverage is not transferable except after
notice to and approval by the Division of Water Quality (DWQ). The DWQ may require
modification or revocation and reissuance of the Certificate of Coverage.
This permit does not affect the legal requirement to obtain other permits which may be
required by the Division of Water Quality, the Division of Land Resources, Coastal Area
Management Act, or any other Federal, State, or Local agency, law, rule, or ordinance.
If you need a copy of the General Permit, or have any questions concerning this permit,
or need additional information regarding this matter, please contact either Linda Lewis
or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1031219.feb04
cc: Steve Greer
Town of Boiling Spring Lakes Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748

State Stormwater Management Systems
Permit No. SW8 031219
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT GENERAL PERMIT NO. SWG030000
CERTIFICATE OF COVERAGE NO. SW8 031219
CLEAR AND GRADE A PROPOSED SITE
In compliance with the provisions of North Carolina General Statute 143-215.1,
as amended, other lawful standards and regulations promulgated and adopted by
the North Carolina Environmental Management Commission, and 15A NCAC
2H.1000, the Stormwater rules,
William M. Russell
is hereby authorized to clear and grade a proposed development site located at
Mike Russell Property Subdivision
.3156 George H Highway
Boiling Spring Lakes, NC 28461
Brunswick County
with runoff discharging to receiving waters designated as an unnamed tributary to
Boiling Spring Labe, class B Sw waters in the Cjape Fear River Basin, in
accordance with the provisions of the General Permit for Clearing and Grading,
No.SWG030000, and the approved stormwater management ?tans and
specifications, and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit for
the subject project.
This Certificate of Coverage shall become effective February 20, 2004.
Signed this the 20th day of February, 2004.
t2A�L 1
Alan ime c, i°r''`�"
Division of Water Quality
By Authority of the Environmental Management Commission
Page 2 of 2

12
DIVISION OF WATER QUALITY / WATER QUALITY SEC116N �oV
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
2�
General Stormwater Management Permit to Clear and Grade a proposed development
��site.
Ge�
� J
G�
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)
9. Mailing address of owner/developer: (The address to which aA permit correspondence will be mailed)
Name
Street Address
City
Telephone No.
2. Location of proposed project:
Project Name
Contact Person
Street Address
City
County
Telephone No.
3. Physical Location Information: 31510 }- ���WaU r 6SL, NC 2t?4&1
Please describe how to get to the project, using street names, state road numb rs, and the distance
and direction from the n a s ma�gr intersection: �r�M j'7 g. N I F'ro)►°► j�1 1lrn,)
90 -fey gC. 1%' �e+',� ST09°rl AI•C_ 87 /r�7�-i / ` &C 7r w Soi/iai9 '&pr" J
take, 54 to 2red pr���r->'vy an ��5 h f � E:
4. What is the name of the receiving stream j ice; a Ies
5. Receiving Stream Classification: IJIA
6. This Certificate of Coverage is being submitted as a result of.
JRf New or proposed project ❑ Modification to an existing project
Existing COC or Permit Number:
Date project is scheduled to begin construction: 6nee &y--;kn t -}-n,I arni i )SSue
7. What is the total project area above mean high water? 23T3 51 �2 ftz
8. Will wet detention or other ponds.. be constructed at this site?
1K YES ❑ NO
Page 1 of 2

9. Please list all proposed piping, ditches, and drainage alterations to De constructed as part of this
project: (attach an additional sheet if needed)
10. Is the project within 575' of the Mean High Water line of class ORW waters?
❑ YES �4O
11. Are there any wetlands on the site?
❑ YESNO
12. Please list all other Best Management Practices employed at this site: ged'i rnem-f &C,3C'il5 5 ��
13. Certificatio
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 required 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 punishment by a 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 under
this permit will constitute the permit requirement for the project and is enforceable in the same
manner as 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: UW I VC'Vv., Y"YN \iSSe I i
Title: riV-^A _
(Signature of Applicant)
1Z-11-c3
(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:
This completed form
Two sets of site and grading plans
A check for $420.00
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

William M. Russell Property
Boiling Springs Lake, NC
16-Nov-04
Drainage Area Reouidna Treatment.
ft.
acres
Inflow 1 57,182
1.31
Impervious Area:
Land Use
At.
acres
Buiidin s
7200
0.165
Paved Area
27,809
0.638
Total
35,0091 0.803
Detention Pond Deslan:
Pond Size:
Elevation
Surface Area
(ftft.
Bottom of Pond
90.00
1 008
Normal Pod Pond O
95.00
5 196
Bottom bf 1" Storm Pod
95.00
8,063
Top of 1" Storm Pod
95.50
8 934
Top of Bank
96.50
10 675
Runoff Coefficient (Schueler)
Rv = 0.05 + 0.009(I)
where I = Percent Impervious of Drainage Area
Rv = 0.6010143
State Volume Required forSto Runoff from Iat1"of Rainfall
Volume = [1" X (1112) X (DA) X (Rv)]
2,864 cu. ft.
% Impervious = 0,012
612%
State Surface Area Requirement at Normal Pool:
Pond Side slopes- 3:1
Depth below N.P. = 5 ft. Sit Full - Worst Case
SA / DA = 0.044
(Chart for 90% TSS Removal for Wet
Detention Pond w/o Vegetative Fifer
Required SA = (SAMA) X (Total Drainage Area)
2,616 sq. ft.
Provided Storage Volume
Volume [(Bottom 1" Flood Pod SA + Top 1" Flood Pod SA) / 2] X (F.P. Elev. - N.P. Elev.)
4,249 cu. ft.
Okay
Pond Volume.
Bottom SA = 1,008 sq. IL Elevation: 90.00
Normal Pool SA - 5,196 sq.1t Elevation: 95.00
Volume = [(N.P.SA + Bottom SA) 121 X (N.P. El. - Bottom EI.)
16,510 cu.ft.
Forebair
r
uired Volume
Volume = 20% of Pond Volume
3102 cu. ft.
Estimated Heed Under 1" RairM:
1" Volume: 2,W4 Cu.Feet
Elevation
Feet
SA'® Elev
S .Feet
Incr. Vol.
Cu. Feet
Stored Vol.
Cu. Faso
95.0
8,063
0
0
95.1
8,237
815
815
952
.8,411
832
1,647
95.3
8,585
850
2,497
95.4
8,760
867
3,365
95.5
8,934
885
4,249
95.8
9.108
902
5,151
95.7
9,282
919
6,071
95.8
9,456
937
7,008
96.9
9.630
954
7,962
96.0
9,804
972
8,934
96.1
9,978
989
9,923
96.2
10,153
1, 007
10,929
96.3
10,327
1,024
11,953
96.4
10,501
1.041
12,995
08.5
10,675
1,015
14,010
SA is total of Pond SA Plus Forebay SA
Provided Volume
Bottom SA = 1289 sq. ft. Elevation: 93.5
Normal Pod SA = 2867 sq. ft. Elevation: 95.0
Volume = [(N.P. SA + Bot. SA) / 21 X (N.P. el. - Bot. el.)
3,117 cu. ft.
<-== Elevation is appn)*nately 95.35 Feet
For First 1-Inch Design Volume
Page 1 of 2
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Stormwater Calculations for 10-Year Event (Verification of Outlet Structure):
Time of Concentration:
Hydraulic Length (L) = 450 ft
Change in Height (H) = 1.4 ft
Tc = (1-3 / H).385 / 128
7.96 min.
Flow for 10 year, 10 minute storm (Q10):
Qpre = (Cpre) X (110) X (Area)
1.90 cfs
Qpost = (Cpost) X (110) X (Area)
6.44 cfs
boil Storage Capacity for 10 Year Storm:
CN = (98)(%imp.) + (60)(1
= 85.78553
P = 4.82 in. for 10 yr, 6 hr storm
S = 1000/CN -10
= 1.66
Depth (D) _ [P-(0.2)(S)]2 / [P+(0.8)(S)]
3.28
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] / QPost
= 29.01 min.
Outlet Structure Check:
Using a Weir L = 9 Ft
Q = CIA
C = 0.68
1= 7.23 in. for a 10 year storm
A = 1.31 acres
6.44 cfs
Q=CwXLXH1.5
H = [Q / (Cw X L)]23
Cw = 3
0.38 ft.
Peak Elevation = Flood Pool Elevation + H
= 95.88 ft.
Verify Outlet Pipe By Routing:
Routing Results: OKAY
Cpre = 0.2
Cpost = (%imp.)(.95) + (1-%imp.)(.25)
0.68
110 = 7.23 in/hr 10 min. duration

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Stormwater Calculations for 25-Year Event(Verification of Outlet Structure):
Time of Concentration:
Hydraulic Length (L) = 450 ft
Change in Height (H) = 1.4 ft
Tc = (L3 / H).385 / 128
7.96 min.
Flow for 25 year, 10 minute storm (Q25):
Qpre = (Cpre) X (125) X (Area)
= 2.14 cfs
Qpost = (Cpost) X (125) X (Area)
7.26 cfs
Sou Storage Capacity for 25 Year Storm:
CN = (98)(%imp.) + (60)(1-%imp.)
= 85.78553
P = 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN -10
1.66
Depth (D) _ [P-(0-2)(S)l2 / [P+(0.8)(S)l
= 4.11
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] / QPost
32.28 min.
Outlet Structure Check:
Using a Weir L = 9 Ft
Q = CIA
C = 0.68
1 = 8.15 in. for a 25 year storm
A = 1.31 acres
= 7.26 cfs
Q=CwXLXH"s
H = [Q / (Cw X L)IM
Cw = 3
0.42 ft.
Peak Elevation = Flood Pool Elevation + H
95.92 ft.
Verify Outlet Pipe By Routing:
Routing Results: OKAY
Cpre = 0.2
Cpost = (%imp.)(.95) + 0 %imp.)(.25)
0.68
125 = 8.15 in/hr 10 min. duration

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Stormwater Calculations for 100-Year Event (Verification of Outlet Structure):
Time of Concentration:
Hydraulic Length (L) = 450 ft
Change in Height (H) = 1.4 ft
Tc = (L3 / H).385 / 128
7.96 min.
Flow for 100 year, 10 minute storm (Q100):
Qpre = (Cpre) X (1100) X (Area)
2.52 cfs
Qpost = (Cpost) X (1100) X (Area)
8.55 cfs
Soil Storage Capacity for 100 Year Storm:
CN = (98)(%imp.) + (60)(1-%imp.) I
79
P = 7.09 in. for 100 yr, 6 hr storm
S = 1000/CN -10
2.66
Depth (D) _ [P-(0.2)(S)]2 / [P+(0.8)(S)]
4.67
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] / QPost
31.10 min.
Outlet Structure Check:
Using a Weir L = 9 Ft
Q = CIA
C = 0.68
1 = 9.6 in. for a 100 year storm
A = 1.31 acres
8.55 cfs
Q=CwXLXH1
H = [Q / (Cw X L)]m
Cw = 3
0.46 ft.
Peak Elevation = Flood Pool Elevation + H
95.96 ft.
Verify Outlet Pipe By Routing;
Routing Results: OKAY
Cpre = 0.2
Cpost = (%imp.)(.95) + (1-%imp.)(.25)
0.68
1100 = 9.6 in/hr 10 min. duration

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Stormwater Narrative
William M. Russell Property
Boiling Springs Lake, NC
Stormwater runoff from this approximately 1.31 acre site is collected via
sheet flow across paved parking areas or via piped networks. All stormwater
runoff from the site is directed into a wet detention basin which provides
approximately 3,117 cubic feet of forebay volume (3,102 cubic feet
required) and 4,429 cubic feet of pond volume (2,864 cubic feet required).
The surface area of the pond (not inclusive of forebay) is 5,196 square feet
which is over double the minimum required pond surface area of 2,516
square feet. The overall goal of the wet detention pond is to provide a
minimum of 90% total suspended solid removal from runoff of the first 1" of
rainfall. At the depths and dimensions as designed, the pond should achieve
this objective for at least the first 1" and will actually `treat' runoff in excess
of 1" rainfall. For major storm events where runoff volumes exceed the
`treatment' volume, a large outlet structure and outlet pipe have been
designed to be capable of accommodating the 100 year design storm while
still maintaining some freeboard.

Page 1 of 1
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18,590.74 S.F.
/ LOT 31
\ \ \ V \ \ \ 24,486.58 S.F.All
•po. / / / / / po.
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\ 18,126.50 S.F.
/ \ OT 33 /
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CONVENIENCE STORE - GAS STATION
GRAPHIC SCALE
30 60 120
( IN FEET )
1 inch = 60 ft.

William RusseJ1
Subject: William Russell
From: Linda Lewis <[e-mail]>
Date: Wed, 03 Dec 2003 15:59:25 -0500
To: Steve Greer <box*[e-mail]>
Steve:
All is forgiven- don't worry about losing your cool- it happens to all of us.
Enjoyed the pictures.
I just wanted to let you and Mr. Russell know that I really need to hear fronhim
(not you) regarding his project, and get it permitted. If he doesn't yet know how
the project will be developed, he needs to apply for a general stormwater permit
for clearing and grading. This permit will make it a violation to construct any
built -upon area,. or subdivide and sell off the property without first getting a
development permit.
If I don't have either an application or a status letter indicating the date by which
an application will be submitted (reasonable) by December 30, I'll have to start an
enforcement action. The site submitted for the SEC permit around September 23,
2003, over two months ago, and I returned the original stormwater application for
a low density permit on September 30, 2003, due to multiple deficiencies.
Thanks, Linda
1 of 1 12/3/2003 3:59 PM

Department of Environment
ar-d Na pral Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
September 23, 2003
FTWA
N C D EN�R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Mr. William M.. Russell, Owner
540 Kennedy Circle
Boiling Spring Lakes NC 28461
Dear Mr. Russell:
This office has received a soil erosion and sedimentation control plan for the project listed below which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57(4)).
Please be advised that this 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 said land disturbing activity (NCGS 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.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose
of dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is
suggested that you contact the Division of Water Quality at [phone] if the ditches shown on your plan will
lower the water table.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal
and State water quality laws, regulations and rules.
If you have questions, please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
KRR:bfr
cc: Steven B. Greer;
WiRO-LQS
PROJECT NAME:
PROJECT NUMBER:
LOCATION:
RIVER BASIN:
SUBMITTED BY:
DATE RECEIVED BY LQS:
Sincerely,
Kevin R. Rowland
Environmental Technician
W.M. Russell Property
BR-04066
Highway 87 - Brunswick County
Cape Fear
Steven B. Greer
September 23, 2003
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

�0F W A.TkR Michael F. Easley, Governor
Q G William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
� r
—1 Alan W. Klimek, P.E.,Director
'C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 30, 2003
Mr. William M. Russell
540 Kennedy Circle
Boiling Spring Lakes, NC 28461
Project Name: William M. Russell Property
County: Brunswick County
Dear Mr. Russell:
The submitted project information is being returned because it lacked the necessary
elements to process the Stormwater Management Permit application. The following
information is needed to accept the application for review:
[ You must decide now if the subdivision will be low density or high density, and
assign a built -upon area for each lot. If the project is low density, please propose
a maximum built -upon area for each lot (no more than 30% overall — see
supplement for the mathematics) and account for the built -upon area on the
application. If the project will be high density, please design and provide the
engineered controls to treat the first inch of runoff (i.e., wet pond, infiltration, etc.)
A completed and initialed March, 1999, supplement form for either low density or
the appropriate supplement form for a high density BMP.
[]� Sealed design calculations for the high density BMP.
A signed Operation and Maintenance Plan for the high density BMP.
[]� A soils report with Seasonal High Water Table elevation, soil type, and expected
infiltration rate for all high density infiltration projects.
t[.]� The proposed covenants and restrictions specific to the type of project, as shown
on the attached sheets.
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].
Sincerely,
ei_'Zlcl�
Linda Lewis
Environmental Engineer
cc: Steve Greer
Linda Lewis
RSS/arl: S:1WQSISTORMWATIRETURNIWMRUSSELL. sep03
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]

Re: BSL Russell
Subject: Re: BSL Russell
From: Linda Lewis <[e-mail]>
Date: Wed, 01 Oct 2003 12:16:51 -0400
To: Bonkers <[e-mail]>
Steve:
We get applications for subdivisions all the time. This application is no different.
The developer has a tract of land that is subdivided. An SEC plan is required. The
property is cleared to make it more presentable to potential buyers. While the
developer may not actually propose "improvements" or build the homes, he
currently owns the lots and is the only party capable of placing restrictive
covenants regarding the future built -upon area amount on the lots. This must be
addressed up front by the current owner, and is not left to the person who buys the
lot. Without a permit and covenants, there is nothing to require the future owners
to submit a SW permit, or to limit the built -upon area on the lot, or to treat the
runoff from that lot, if it is high density.
"Mike" needs to decide if these lots are residential or commercial, high density
or low density, and then figure out what the BUA limit for low density will be, or
if he will build a common treatment system for high density, or if he will require
the ultimate owner of each lot to build their own system. All of this is addressed
through the permit and the restrictive covenants. The covenants are placed on the
lot by the owner and let any future owners know that a SW permit is in effect for
that lot, and exactly what has to be done.
"Mike" may not just clear the lots and sell them off without addressing the future
BUA.
Linda
Bonkers wrote:
Linda,
Got your letter. Again, I'm in the mist here. I tried to tell Laurie there isnt
any planned improvements. Mike was getting that land into a more
"presentable" fashion to be put on the market to sale.
Thus 0% everything.
A little confused, you say break the acre threshold and a storm water
permit is required. If client isnt going to do any improvements, why is a
storm water permit required? You submit the fee (tax) and fill out the
1 of 2 10/1/2003 12:51 PM

Re: BSL Russell
papers. Why isnt that sufficient? If the property sales, then the new owner
that IS planning some kind of improvements should be the responsible
party, right? I was told to complete plan and application similar to
sediment and erosion permit aplication, considering there is to be no
improvements, And once any are planned, to submit a "modification".
Thanks
Steve
2 of 2 10/1/2003 12:51 PM