SW8031219_Historical File_20220422

Weaver, Cameron
From: [e-mail]
Sent: Friday, April 22, 2022 12:54 PM
To: Weaver, Cameron
Cc: [e-mail]
Subject: [External] RE: SW8031219 Northshore Commercial Stormwater Permit (EXPIRED)
'€: LJfJON: External email- Do not c&* €inks or open air rentsurdess you verify- Send all suspidous eevii as an attadvnmt to
Will do, thank you Sir!
JON LANGLEY
UCH BACKER
Renee 9: 3' 7SW
fMdS'i zuj O"r-t
43� moms
J0NLANGLEY MR &QM
From: Weaver, Cameron <[e-mail]
Sent: Friday, April 22, 202212:33 PM
To: [e-mail]
Subject: SW8031219 Northshore Commercial Stormwater Permit (EXPIRED)
Mr. Langley:
As the subject line indicates this Stormwater Permit has expired and will need to be inspected and renewed to return to
compliance. Attached is an unsigned copy of the issued permit. Contact [e-mail] for the best path
forward from here.
Cameron
Cameron Weaver
Environmental Assistance Coordinator
DEACS-DEQ Wilmington Regional Office
127 Cardinal Drive
Wilmington NC 28405
[e-mail]
Direct: 910-796-7265
DEQ: 910-796-7215
1

William M. Russell Property
Boiling Springs Lake, NC
16-Nov-04
Drainage Area Requiring Treatment:
sq. ft.
acres
inflow I 57,182
I 1.31
1
Impervious Area:
Land Use
sq.ft
I acres
Buildings
7,2001
0.165
Paved Area
27,809
0.638
Total
35,0091
0.803
Detention Pond Design:
P-1 S,i-
Elevation
Surface Area
ft.
s .ft.
Bottom of Pond
90.00
1,008
Normal Pool Pond On
95.00
5,196
Bottom of 1" Storm Pool
95.00
8,063
Top of 1" Storm Pool
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 for Storage Runoff from 1st 1" of Rainfall
Volume = [1" X (1/12) X (DA) X (Rv)]
2,864 cu_ ft.
% Impervious = 0.612
61.2%
C}a}e Q-F- Aroe
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 Filter
Required SA = (SAIDA) X (Total Drainage Area)
2,516 sq. ft.
Provided Storage Volume
Volume = [(Bottom 1" Flood Pool SA + Top 1" Flood Pool SA) / 2] X (F.P. Elev. - N.P. Elev.)
4,249 cu. ft.
Okay
Pond Volume:
Bottom SA = 1,008 sq. ft. Elevation: 90.00
Normal Pool SA = 5,196 sq. ft. Elevation: 95.00
Volume = [(N.P.SA + Bottom SA)12] X (N.P. El. - Bottom EI.)
15,510 cu. ft.
Foreba :
Required Volume
Volume = 20% of Pond Volume
3,102 cu. ft.
Estimated Head Under 1" Rainfall:
1" Volume: 2,864 Cu.Feet
Elevation
Feet
SA'@ Elev
S .Feet
Incr. Vol.
Cu. Feet
Stored Vol.
Cu. Feet
95.0
8,063
0
0
95.1
8,237
815
815
95.2
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
95.6
9,108
902
5,151
95.7
9,282
919
6.071
95.8
9,456
937
7,008
95.9
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
10327 327
1, 024
11,953
96.4
10, 501
1, 041
12,995
96.5
10 .675.
1,0151
14,010
OM 15 101al gT Yong SA YIUS FgreDay sA
Provided Volume
Bottom SA = 1289 sq. ft. Elevation: 93.5
Normal Pool SA = 2867 sq. ft. Elevation: 95.0
Volume = [(N.P. SA + Bat. SA) 121 X (N.P. el. - Bot. el.)
3,117 cu. ft.
Elevation is approximately 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:
I Hydraulic Length (L) = 450 ft
Change in Height (H) = 1.4 ft
Tc = (6 / 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
soil storage Capacity for 10 Year Storm:
CN = (98)(%imp.) + (60)(1%imp.)
= 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=CwXLXH15
H = [Q / (Cw X L)]2/3
Cw = 3
= 0.38 ft.
Peak Elevation = Flood Pool Elevation + H
= 95.88 ft.
Verify Outlet Pipe By Routinq:
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 '/pimp.)
= 85.78553
P = 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN -10
= 1.66
Depth (D) _ [P-(0.2)(S)]2 / [P+(0.8)(S)]
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=CwXLXH1-5
H = [Q / (Cw X L)]M
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) + (1-%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
boil btora a capacity for 1 UU Year Storm:
CN = (98)(%imp.) + (60)(
79 1
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)]23
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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Re: Russell property, BSL
Subject: Re: Russell property, BSL
From: Linda Lewis <[e-mail]>
Date: Thu, 21 Oct 2004 17:07:12 -0400
To: Bonkers <[e-mail]>
Hey Steve:
Glad to hear things are getting better. My husband's 90 year old aunt had a stroke
earlier this week, and is not expected to recover. I'll tell you her story one day.
Anyway, Mr. Russell has a Clear and Grade General permit, so he can begin grading
the project, as long as he has an approved Erosion Control plan and follows it, and
has any other local permits he may need.
Please remind Mr. Russell that he cannot build on, subdivide or sell the lots until
he modifies the permit.
Linda
Bonkers wrote:
Linda,
Hi there
Mike Russel, whom has a DWQ grading permit, asks if he can commence digging on
that retention pond. The one in the triangular area to rear of lots 4 & 4-A.
Nothing "concrete" going down. I'm in the process of finalizing the site plan for
submttal. He was wanting to excavate material, spread it out on site, let it dry,
to see if it is useable for sub -slab fill material.
Been a very hard few weeks now. But I think things are beginning to turn the
corned
Care
Steve
1 of 1 10/21/2004 5:07 PM

Mike Russell
Subject: Mike Russell
From: "Bonkers" <[e-mail]>
Date: Fri, 20 Feb 2004 11:04:54 -0500
To: "Linda Lewis" <[e-mail]>
Dear Linda,
Mikey gave me this address.
3156 George II Highway
Boiling Spring Lakes, N.C. 28461
Hope this is what you wanted.
Steve
1 of 1 2/20/2004 12:18 PM

Mike Russell Property Subidivsion 031219
Subject: Mike Russell Property Subidivsion 031219
From: Linda Lewis <[e-mail]>
Date: Fri, 20 Feb 2004 08:37:28 -0500
To: Steve Greer <[e-mail]>
Dear Steve:
Thank you for the compliment. Maybe someday you can actually hear
me sing. I'll be cantoring in church on Sunday morning. Trying to
gain some confidence. It's very scary for me, singing in front of a
lot of people. But my choir director says that I have a gift and
that I need to share it in order to create an atmosphere of praise.
A lot of people complain about the singing making church last
longer, but I think they would really be bored without music. Music
has always been my favorite part of church, but I've always been
too shy to let anyone know I could sing. I've reached the age where
I want to challenge myself to get out the rut that life has created
and do something new.
I need the street address of the project- It was requested in
Section 2 of the NOI. You can email me the info and I'll add it to
the NOI and get the permit issued.
Thanks.
Linda
1 of 1 2/20/2004 8:37AM

Page 1 of 1
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T
117
inswick County, North Carolina
TABLE 18.--SOIL AND WATER FEATURES
'Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbol > means more than. Absence of an entry indicates that the feature is not a concern or
that data were not estimated]
._._.. - Y'l ooaln —1.--- - -- --
+irip i1yllibol and liyelro-
r,nl1 nmm" login Frequency Uura- MtuUm Unpth Kind Months Tntkial 'i'otel. 11nco1itcI+A Concrete
grotip tioll - -
Ft n Tn
n11----------- A None ------- --- ---
4.0-1).0 Aiipnrt+nt Pvc,-Apr --- --- I,ow------ Mode rnta.
I L, yulr+at7u
--- --- 4.l)-!i.l) AL,t,al alit I�Ala _ In,w -- _- Mrnera ta.
1lnynauuiu------ A Norio -------
__- -__ >G.Q ___ __- --- --- MoAural:u high.
high..
li None -------
ulli------------- A Mum------- --- --- 5.0-6.0 Porrhod lkic-Mr --- --- high----- High.
111.0111.111
uh .---•------- It 101tit)""III--- Vuty Jan-Iltu! II-I1 Atitintunl Inii•I)%­ 1 r, r, I.t Illglr- - Illiil.
I1.0,l.,kol hi lol .
Ii lt------- C: Nolte ------ --- --- >1,.0 --- --- ^-- M4111411 at %I III IgII.
IN all4)
*-----------_ IIII II----- IIlI h.
:A U Frequent--- Very Jan -Doc +3-1.0 Apparent --- --- J J
Carteret I brief.I I I I I
I D IFre ent---+Very INov-Apri 0-0.5IApparentlNov-Apri --- I --- IHigh ----- Illigh.
q"
rChowan -----I I I long. I I I I I I I I
--- -_I { --- ! --- I1.5-3.OiApparent{Nov-Marl --- i --- iLow- -iLow.
"0----- D IRare-------i I
(Tirol ] it
hnlIII ------- .,.,. .-- 0-I.0 Appnrolil Dtw-Mny A -III Ill-M 111111,----- 111tI11t
I Ilnllrill
III II I' l l lull+III IIIII Y IIIIII Pilo I I II li IIIIInII I 111 IIIII I11g� II I I III III II I IIII III IIII
II� I t� �tlll �IIIIII
D occasional Brief Jau-11ec: 1.U-1.0 AlipatellL Jaw-beU I,I111 I,IIII,
Duckston I I I I I I I I I I
Fo------------- I C +None ----- --I --- --- 12.5-3.5IApparentlDec-Apri --- I (Moderate (High.
Foreston -- I I I I I I I
_I I I I --- I --- iModerate High.
I
i;oA----------- I B INone-------I --- I - I2.0-3.olApparentlDec-Apri I
Goldsboro I I I I I I I I I I
I
Gt-------------(None-------I -- I --- I0.5-1.OIApparentlDec-Mayl --- I --- (High-----iLow.
I D I I- I { I I I I I
Grifton I I I I I I I I I
__I I I ___ I -_- I1.5-3.OIApparentlDec-Apri --- --- (Moderate iHigh.
Jo----------- C None -------I {
Johns i I I I I I I I I I I
--------_I I I--- I--- I >6.0 I--- i--- i--- i--- iLow------ ILow.
KrB--- I A (None -------I I
Kureb I I I
[,A* I D (Frequent ---(Brief (Jan-Decl 0-0.5IApparentlJan-Decl 15-30 >51 (High ----- IModerate.
Laf itte I I I I I I I I I I I
I I { I I I I I I
I I
o---
--------I D (None ------- I --- I --- I 0-1.OIApparentlJun-Febl --- I --- iHigh-----(High.
Leon I I I
I 1 1 1 I I I I 1 I I
See footnote at end of table.

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for certain developments where lots will be
subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" surface area consistent with the applicable regulation limiting
built -upon area. The following deed restrictions and covenants must be recorded prior to issuing the
Stormwater Management Permit:
For All Projects:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary
to maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
II. Low Density Residential Subdivisions (In addition to 1.1-1.5 and all others that apply)
1. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and
coquina, but does not include raised, open wood decking, or the water surface of swimming
pools.
If the BUA per lot varies, record as follows and provide a complete lot listing with proposed
BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
2 Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
3. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
4. All roof drains shall terminate at least 30' from the mean high water mark of surface waters.

III Low Density Subdivision with Curbs and Gutters: (in addition to 1.1-1.5, 11.1-11.4 and all
others that apply)
Filling in, piping or altering any designated 5:1 curb outlet swale associated with the
development is prohibited by any persons.
2. This project proposes a curb outlet system. Each designated curb outlet swale shown on the
approved plan must be maintained at a minimum of 100' long with 5:1 (H. V) side slopes or
flatter, have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non -erosive manner, and maintain a dense vegetated cover.
IV Project lies within CAMA's AEC: (in addition to 1.1-1.5 and all others that apply)
1. "Lots within CAMA's Area of Environmental Concern may have the permitted maximum built -
upon area reduced due to CAMA jurisdiction within the AEC. "
V. For Low Density Commercial Subdivisions: (in addition to 1. and and all others
that apply)
1. Each lot whose ownership is not retained by the permittee, shall submit a separate low density
stormwater permit application to the Division of Water Quality and receive a permit prior to
construction. Lots retained by the permittee shall be submitted as modifications to the original
permit.
2. If one lot exceeds the allowable built -upon area, the entire subdivision is subject to the high
density design criteria.
VI For High Density Commercial Subdivisions: (in addition to all others that apply)
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1. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the, edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
If the BUA per lot varies, please record as follows and provide a complete lot listing with
proposed BUA:
The maximum allowable built -upon area per lot is as follows:
Lot BUA Lot # BUA Lot # BUA
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These allotted amounts include any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas on the lot must drain into the permitted system. This may
be accomplished through a variety of means including: a piped collection system, which
ultimately discharges into the stormwater facility, appropriate grading of the lot such that the
built -upon surfaces drain into the facility, or graded swa/es which collect runoff and direct it into
the stormwater facility.
3. Each lot whose ownership is not retained by the permittee, is required to submit a separate
stormwater permit application to the Division of Water Quality and receive a permit prior to
construction.
2

VII. For High Density Residential Subdivisions: (in addition to L1-1.5 and all others that
apply)
The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
If the BUA per lot varies, please record as follows and provide a complete lot listing with
proposed BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas on the lot must drain into the permitted system. This may
be accomplished through providing roof drain gutters which drain to the street, grading the lot
to drain toward the street, or grading perimeter swales to collect lot runoff and directing them
into the stormwater system or into the street. Lots that will naturally drain into the system are
not required to provide these additional measures.
Vill For Shopping Centers with Outparcels or a Future Development allotment: (in addition
to 1--1 through 1-5 and all others that apply)
1. The maximum built -upon area for outparcel(s) and future areas shown on the approved plans
is as follows:
Outparcel # BUA Future Development BUA
These allotted amounts include any built -upon area constructed within the property
boundaries, and that portion of the right-of-way between the lot lines and the edge of the
pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
2. The runoff from all built -upon area on the outparcel or future area must be directed into the
permitted stormwater control system.
3. Built -upon area in excess of the permitted amount will require a permit modification.
4. The connection from the outparcel(s collection system into the stormwater control shall be
made such that short-circuiting of the system does not occur.
5. Each outparcel or future development tract whose ownership is not retained by the permittee,
shall submit a separate offsite stormwater permit application to the Division of Water Quality
and receive a permit prior to construction.
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