SW8030318_HISTORICAL FILE_20040503

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
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❑ APPROVED PLANS
HISTORICAL FILE
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PS Form 3811, August 2001 Domestic Return Receipt 102595-02 M 154C

UNITED STATES POSTAL SERVICE rt,Class
.0 't� �i •-•tom i r�etmr�tda=G=10 ''
r 04 DrT
Sender Please print yo,,ur�r,Te, dress, a
State of North Carolina
DENR
127 Cardmal Drive Ext
Wilmington, NC 28405 (Attn BEV

I
HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTrE, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
117 Pine Street
Post Office Box 627
7hursday, Aprd 29, 2004
Subject Shallotte Church of God
Shallotte, North Carolina
Submittal of Stormwater Plan - SW8 03031.8
Dear Ms. Lewis
On behalf of the Shallotte Church of God, we are pleased to submit for
your review and approval two (2) copies each of the Stormwater Plans, the
Hydraulic/Hydrology calculations, and the executed Permit Application forms
in response to your comment letter dated February 16, 2004 Each of your
comments are addressed below
1 Vincent made a site visit on March 1, 2004 to verify the soil type and
the depth of the water table The depth of the water table was
measured at three (3) feet from the existing elevation of 50' MSL The
existing water table is at 47.0' MSL
2 There are more than two (2) drainage areas because they are used to
size the drainage pipes The calculations sum up the drainage areas
for each BMP The two (2) drainage areas that your letter requests are
highlighted and labeled on the drainage area sheet
3 The elevations present on -site do not allow for an off-line infiltration
basin We modified our stormwater plan to minimize the impervious
area draining to the infiltration basin The stormwater plan now
shows that 98 5% of the total impervious area is now draining to the
Stormwater Pond The infiltration basin only treats and provides
storage for 839 SF of impervious surface The infiltration basin
shown now provides storage for well over five (5) times the required
storage We feel that the minimal impervious area draining to the
basin and the large storage volume that the basin provides will allow
the infiltration basin to function appropriately. Two (2) copies of the
revised Stormwater Plan Sheets, calculations, and supplements are
enclosed

Ms. Linda Lewis Page 2 Shallotte Church of God
April 29, 2004 SW8 030318
4 The bottom of the infiltration basin is now dimensioned
5 The infiltration basin doesn't propose a bypass structure
6. All of the dimensioning you requested has been added to the plans
7 The bottom elevation of the infiltration basin section view has been
labeled
8. Due to the large storage volume of the infiltration basin # 1, there is
no longer a vegetative filter proposed
9 The forebay volume is now at 19 01%
Wetlands were located within the project limits and are now labeled on
the plans The location of the wetlands required us to move the pond The
pond is now entirely out of the delineated wetlands
We appreciate your attention in this matter Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience
Sincerely,
Clark, E I
Dn and Associates, P.A.
Enclosures
pc File, 03-1025 (Shallotte Church of God, SW)

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone [phone] Pine Street
Facsimile [phone] Post Office Box 627
Narrative/Project Description, (Shallotte Church of God):
The subject project is located off of NC Hwy 179 in southeast Brunswick County The
proposed expansion of the existing Shallotte Church of God includes proposed buildings,
parking lots, driveways, a gazebo, and a parsonage
Stormwater Pond # 1 has been designed to treat most of the project areas stormwater
runoff The remaining portions of the project area will utilize an infiltration basin for
stormwater treatment Vegetative swales will convey the stormwater runoff into the infiltration
basin The infiltration basin is designed to store at least the 1" volume Anything above the
provided storage will by-pass the infiltration basin over the vegetative filter overflow
The subject project drains to the Shallotte River The Shallotte River is classified as C Sw
according to the NCDEM "Classification and Water Standards "
B. SOILS AND TERRAIN
The project area to be disturbed is fairly flat with a ridge near the existing church The
Soil Survey of Brunswick County indicates that two very different soil types exist within the
project boundaries The soil classification of areas along the southeastern project line are
classified as Baymeade - fine sand This soil classification is well drained and makes the use of
an infiltration basin possible The soil classification along the northwestern property are
classified as Murville - mucky fine sand This soil classification is very poorly drained soils and
nearly level
C. EROSION CONTROL MEASURES
The primary land disturbing activities for this project are related to construction of the
buildings, parking lots, and construction of storm drainage system To prevent sediment losses
to off -site areas during and following construction, the following measures shall be used silt
fencing, seasonal grassing, construction entrance, outlet protection, vegetative swales, a
proposed Stormwater Pond and, an infiltration basin (sediment trap during construction)

OF WA" Michael F Easley, Governor
`a q William G Ross Jr. , Secretary
�O V
North Carolina Department of Environment and Natural Resources
j Alan W Klimek, P E ,Director
0 Division of Water Quality
Coleen H Sullins, Deputy Director
Divislon of Water Quality
FAX COVER SHEET
Date, February 16, 2004 No. of Pages: 2
To Jay Houston, P.E. From. Linda Lewis
Company: Houston & Associates Water Quality Section - Stormwater
FAX # [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030318
Project Name- Shallotte Church of God
MESSAGE:
Dear Jay
The Division of Water Quality received a Stormwater Management Permit application
for the Shallotte Church of God on December 3, 2003 The application is incomplete at
this time Please submit the following items to continue the review
1 The soils information for infiltration must be based on an actual recent field
investigation conducted at the site, not 20 year old generalized soil surveys Has
the soils information been verified by our soils scientist's If not, please make
arrangements through me to schedule a site visit
2 If there are only two proposed BMP's, the wet pond and the infiltration basin,
there should be only two drainage areas delineated, one for each BMP Please
__- revise_the_DA map and -number -the DA's to correspond -to the numbered columns-- -
on the application, i e , the pond is DA #1 and the infiltration basin is DA #2
3 Infiltration systems must be offline, that is, the excess design storm must bypass
the system The current design directs all runoff into the basin from where it is
bypassed over the weir AFTER it enters the basin Please provide the required
bypass at the point where the two collection swales come together, PRIOR to
entering the basin The structure should allow the first inch to be directed into the
basin Once the storage elevation of 49 is reached, the excess flows over a weir
inside the bypass structure and then into the flow spreader and vegetated filter
4 Please dimension the bottom contour of the infiltration basin
5 Please provide a detail of the bypass structure on the plans
6 Please dimension the parsonage and the existing building -�
7 Please label the bottom elevation on the section views of the infiltration basin
N C Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] LC7EiVst

Mr Houston
February 16, 2004
Page 2 of 2
8 Please note on the plans that the longitudinal slope of the vegetated filter may
not exceed 5%
9 The forebay volume iof 23% in the wet pond is slightly out of the range of the
acceptable 18%-22% range, especially since tbe fnrpbaTis not as deep as the
main pond Please either reduce the forebay volume or deepen the forebay to 5'
The requested information must be received in this Office prior to March 16, 2004, or
the application will be returned as incomplete Any construction of impervious area on
the protect prior to receipt of the required permit is a violation of NCGS 143-215 1 and
the stormwater rules and is subject to enforcement action Please reference the
application number, SW8 030318, on all correspondence to avoid confusion
RSSlarl SIWQSISTORMWATIADDINF0120041030318 feb04

P 1
* * * COMMUNICATION RESULT REPORT ( FEB 16 2004 10.34AM ) * * *
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
---------------------------------------------------------------------------------
242 MEMORY TX- r B9107542121 OK P 2/2
----------------------------------------
REASON FOR ERROR
- ----------------- - - - ------
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
of WA?-'& Michael F Easley, Governor
William G Ross Jr, Secretary
ell North Carolina Department of Environment and Natural resources
Alan W iC``llmeK RE ,Director
O Coiaen HCSullins, De uatertty Director
Division of li�later Quality
FAX COVER SHEET
Date: February 16, 2004
To: Jay Houston, RE,
Company: Houston & Associates
FAX #: [phone]
No. of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030318
Project Name: Shallotte Church of God
MESSAGE:
Dear Jay
The Division of Water Quality received a Stormwater Management Permit application
for the Shallotte Church of God on December 3, 2003 The application is incomplete at
this time Please submit the following items to continue the review
1 The soils information for infiltration must be based on an actual recent field
i na•rnw�iw w�aw ra w--.A —iL—J —L A.L.— —7L— —tea r%r% -- _I 1 I I

Re SW8 030318, Shallotte Church of God
Subject: Re SW8 030318, Shallotte Church of God
From: Jason Clark <jasonclark@atmc net>
Date: Tue, 13 Apr 2004 10 37 01 -0400
To: Linda Lewis <Linda Lcwjs@ncmail net>
Linda
I want to update you on the status of the Shallotte Church of God submittal There
has been a delay, because it was determined that there was a patch of wetlands at
the back of the property The wetlands area is small but is in the same area as
the proposed stormwater pond A survey is being done to locate the wetlands I
will submit our modifications as soon as we get the survey, it may be a couple more
weeks Sorry for the delay
Jason Clark
On Thursday, March 25, 2004, at 05 11 PM, Linda Lewis wrote
Jason
Yes, if the basin provides storage for 5 times the design storm, I'm willing to
forgo the offline requirement and the vegetated filter requirement
Linda
Jason Clark wrote
Linda,
I am addressing your comment letter on the Shallotte Church of God, SW8 030318,
now I hope to be able to submit our revisions on Monday, March 29, 2004 The
depth of water table and the lack of grade doesn't make an offline Infiltration
Basin Possible So, we have minimized the amount of impervious area entering
the infiltration basin 98 5% of the pro3ects impervious area are now being
treated in the stormwater pond Only 839 SF of impervious area enter the
infiltration basin now The proposed infiltration basin will provide storage
for almost 5 times the required storage and easily drawdown in the required 5
days will this excessive storage amount make the infiltration basin
acceptable') If this is not acceptable please let me know Thank You,
Jason Clark
Houston and
Associates, P A
1 of 1 4/13/2004 1137 AM

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11
NSWICK
I
iled Soil Map Units
unit symbols on the detailed sod maps at the
is survey represent the soils in the survey
map unit descriptions in this section, along
,i> l maps, can be used to determine the
of a soil for specific uses They also can be
¢plan the management needed for those uses
Ormabon on each map unit, or soil, is given
se and Management of the Sods "
map unit on the detailed sort maps represents an
;the landscape and consists of one or more sods
the unit is named
of identifying the soil precedes the map unit
,the soil descriptions Each descnption includes
facts about the sod and gives the principal
and limitations to be considered in planning for
uses
that have profiles that are almost alike make up
es Except for differences in texture of the
"layer or of the underlying material, all the soils of
have major horizons that are similar in
ikon, thickness, and arrangement
of one series can differ in texture of the surface
of the underlying material They also can differ in
degree of erosion, and other characteristics that
#hair use On the basis of such differences, a soil
skis divided into sort phases Most of the areas
on the detailed soil maps are phases of sod
The name of a soil phase commonly indicates a
WB that affects use or management For example,
fo fine sand, 0 to 6 percent slopes, is one phase in
uido series
me map units are made up of two or more major
These map units are called sod complexes or
iferentiated groups
kul complex consists of two or more sods in such
*IcMe pattern or in such small areas that they
rot be shown separately on the sod maps The
�n and proportion of the sods are somewhat similar
�ereas Wando-Urban land complex, 0 to 6 percent
,% is an example
�- i erentrated group is made up of two or more
,that could be mapped individually but are mapped
!* unit because similar interpretabons can be made
ee and management The pattern and proportion of
Boils m a mapped area are not uniform An area can
>ade UP of only one of the major sods, or it can be
8 UP of all of them Baymeade and Marvyn soils, 6
to 12 percent slopes, is an undifferentiated group in this
survey area
Most map units Include small scattered areas of soils
other than those for which the map unit is named Some
of these included sods have properties that differ
substantially from those of the major sod or sods Such
differences could significantly affect use and
management of the sods in the map unit The Included
sods are Identified in each map unit description Some
small areas of strongly contrasting sods are identified by
a special symbol on the soli maps
This survey Includes miscellaneous areas Such areas
have little or no soil material and support little or no
vegetation Fits is an example Miscellaneous areas are
shown on the sod maps Some that are tbo small to be
shown are identified by a special symbol on the soil
maps
Table 4 gives the acreage and proportionate extent of
each map unit Other tables (see "Summary of Tables")
give properties of the soils and the suitabilities,
limitations, and capabilities for many uses The Glossary
defines many of the terms used in describing the sods
BaB—Baymeade fine sand, 1 to 6 percent slopes.
This well drained soil is on low ridges and convex
divides Most of the acreage of this map and is used for
woodland The rest is used for cropland or urban areas
Individual areas of these soils generally are broad and
long and range from 35 to 250 acres
Typically, the surface layer is dark gray fine sand 3
inches thick The subsurface layer, 20 inches thick, is
light gray fine sand in the upper part and very pale
brown fine sand in the lower part The subsoil is 39
inches thick It is yellowish brown fine sandy loam in the
upper part, light yellowish brown fine sandy loam in the
middle part, and light yellowish brown loamy fine sand in
the lower part The underlying matenai to a depth of 80
inches is very pale brown fine sand
Surface runoff is slow Permeability is moderately
rapid, and the available water capacity is low The soil is
very strongly acid or strongly acid throughout, unless the
surface layer has been limed The seasonal high water
table is 4 to 5 feet below the surface
Included with this sod in mapping are small areas of
Blanton, Kureb, Foreston, Onslow, and Leon soils Kureb
sods are on small, slightly higher ridges Blanton soils
are near drainageways, Foreston, Onslow, and Leon

12
sods are slightly lower on the landscape than Baymeade
soil The included sods make up about 20 percent of this
map unit
Baymeade sod is mostly in woodland The native
vegetation is adapted to well drained, sandy soils The
major canopy trees are longieaf pine, labially pine, red
oak, white oak, and hickory The understory includes
turkey oak, blackjack oak, sassafras, persimmon,
dogwood, huckleberry, pineland threeawn, panicum
grasses, American beautyberry, and lichens Some large
areas of this sod have been cleared, bedded, and
planted to labially pine Seedling mortality and difficulty
using equipment on the dry, sandy surface are the main
limitations The areas of this sod are poor to fair habitat
for doer, rabbit, fox, quad, and other wildlife
Many areas of this sod are used for crops Leaching of
plant nutrients and the hazards of drought and wind
erosion are the main limitations in the use and
management of this soil for crops The addition of plant
nutrients and the use of minimum tillage, cover crops,
crop residue management, and windbreaks help control
wind erosion and reduce leaching
This soil is suited to some urban uses Seepage and
caving of cutbanks are the main limitations Lawns and
shrubs are difficult to establish and maintain because of
droughtiness and leaching of plant nutrients Irrigating,
fertilizing frequently, and adding organic matter increase
growth of lawns and shrubs on this sandy soil This soil
is poorly suited to recreational uses The sandy nature of
the soil is the main limitation
This soil is in capability subclass Ills and woodland
group 3s
BDC—Baymeade and Marvyn soils, 6 to 12 percent
slopes This map unit consists of well drained
Baymeade and Marvyn soils on short side slopes
Baymeade and Marvyn soils do not occur in a regular
pattern Some mapped areas are dominantly Baymeade
soil, other mapped areas are dominantly Marvyn sod In
some mapped areas the two soils are nearly equal in
extent These soils are combined in the same map unit
because of similarities in use and management
Individual areas of this map unit are long and narrow and
range from 5 to 100 acres
The Baymeade soil makes up 50 percent of the map
unit Typically, it has a surface layer of dark gray fine
sand 3 inches thick The subsurface layer, 20 inches
thick, is light gray fine sand in the upper part and very
pale brown fine sand in the lower part The subsoil is 39
inches thick It is yellowish brown fine sandy loam in the
upper part, light yellowish brown fine sandy loam in the
middle part, and light yellowish brown loamy fine sand in
the lower part The underlying material to a depth of 80
inches is very pale brown fine sand
in Baymeade soil, surface runoff is slow Permeability
is moderately rapid, and the available water capacity is
low The sod is very strongly acid or strongly acid
throughout, unless the surface layer has beer
seasonal high water table is 4 to 5 feet below
surface
The Marvyn sod makes up 40 percent of th
Typically, it has a surface layer of grayish bra
fine sand 5 inches thick The subsurface laye
yellowish brown loamy fine sand 6 inches this
subsoil is 34 inches thick The upper part of ti
is yellowish brown fine sandy loam, the middl,
yellowish brown sandy clay loam, and the loin
brownish yellow sandy clay The underlying rr
depth of 80 inches is gray sandy clay loam in
part and mottled light gray, yellow, and stronj
sandy loam in the lower part
1n Marvyn soil, surface runoff is medium P,
is moderate, and the available water capacity
moderate This soil is very strongly acid or st
throughout, unless the surface layer has bee
included with these sods in mapping are ar
have short slopes greater than 12 percent ar
areas that are eroded There are small areas
Blanton soils and a soil that has a clayey sul
intermingled with this map unit Generally, th,
layer is thicker on the lower half of the slope
areas of Muckalee soils are in narrow, wet
drainageways The included soils make up 1,
this map unit
Baymeade and Marvyn soils have marry si
native woodland The major canopy trees ar,
pine, longleaf pine, red oak, white oak, and I
understory includes holly, dogwood, persimn
blueberry, black cherry, and greenbner Ope
woodland areas of these soils are good hab
rabbit, squirrel, fox, quail, and other wildlife
A small acreage is used for pasture, and
of this soil are in cropland Generally, these
too narrow and sloping to cultivate easily
These soils are suited to some urban use
limiting factor for septic tank absorption fiek
commercial buildings Seepage and caving
are limitations for other urban uses These
poorly suited to most recreational uses Slo
sandiness are the main limitations
Baymeade soil is in capability subclass III
woodland group 3s Marvyn soil is in capab
Ilfe and woodland group 20
BnB—Blanton fine sand, 0 to 5 percen
This moderately well drained soil is in sligh
interstream areas Most of the acreage of 1
is in woodland, the rest is idle land or is us
residential sites Individual areas of this so'
long and irregular in width and range from
acres
Typically, the surface layer is gray fine si
thick The subsurface layer is fine sand 43
It is light gray in the upper part, yellowish l

114 Soak Survey Brut
TABLE 17.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
[The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated]
Map symbol and
Soil name
IDepthiClay
I
I
I Moist
I bulk
I Permea-
I bility
1Availablel
I water
Soil
I reactioa
ISalinitylShrink-swelli
l
I potential
Sion
factors
(Organic
matter
I-W-- -- 7----
-1
!
I
{ densit
I
Ica acit
I K!
T
I
i n
ht
I m
l n r
l n n
1�
os cm
I--
l
0-8
8-261145-1601
1
1 <2
I C2
BaB--------------
Baymeade
1 0-231I
123541
1.60-1.75I1
6.0-20
20-6.0
1f0.02-0.0614.5-6.5
10,10014145-6.5
.154-801
Iow---------
ILow---------
10.10
1010
1 5
1
.5-1
1I1
I
0-1211.60-1,751
I1
6.0-20
1002-014.5-65
I
1 <2
I
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i
10.10
I
1
I
I
BDC.
Baymeade--------
1 0-231
123-541
0-8
11.60-1.751
6.0-20
10.02-0.0614.5-6.5
10.10-0.1414.5-6.5
1 <2
1
ILA ---------
ILow---------10.10
10.10
1 5
1
1 .5-1
I
154-801
I
8-2611.45-1.601
0-1211:60-1.751
I
I
2.0-6.0
6.0-20
I
10.02-0 1014,5-6.5
I
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1 <2
I
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I I
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Marwyn----------
1 0-161
116-31118-3511.30-1.601
2-1711.35-1.701
2.0-6.0
0,6-2.0
10.06-0.1114.5-6.0
10.12-0.1714.5-6.0
1 <2
1 <2
low-----^----10.17
1Low-- ------- 10.32
10.32
1 4
1
1
1 <2
1
1
131-45125-4511.40-1.601
I45-80110-30I1.40-1.601
0.6-2.0
0.2-2.0
10,11-0.1614.5-6.0
10,07-0.1414.5-6.0
I
1 <2
<2 ILow
1Low---------
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10.32
1
1
BnB--------------
Blanton
1 0-481
148-80110-1811.53-1.651
1-7
11.30-1.601
6.0-20
2.0-6.0 10.10-0.1514.5-5.5
10.03-0 0714.5-6.0
1
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<2
low ---------
1Low---------10.15
I I
10.10
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1 5
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1 5-�1
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Bobicket
1 ! 0-151}
11570135-601130-1601
30-601!
1.20-1.401i0.06-0.2
<0.06
1I 0.02-0.061I
1002-0D616.184
6.1-8.4 1!
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1Higb--------
28 1
10.24
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1 5
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0-101
110-63118-3511.40-1.701
5-2511.50-1.701
2.0-6.0
10.06-0.124.5-5.5
10,10-0.1514
! <2
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Low--�-------
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1 5
1 0-2
Bragg
163-70115-4511.30-1*601
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CA --------------
1 0-801
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1
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CH ---------------
Chowan
1 0-4
1 4-34118-351140-1601
1 5-2511
20-1.401
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02-06
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101-0.20136-60
1 <2
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1 0-3910
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10.35--0.451
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<4.5
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Du ---------------
1 0-801
1 I
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11' 60-i 701
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Duckston
Fo--------------- 1
Foreston 112-78110-1811.20-1.401
0-121
178-851
5-1211.20-1.401
6,0-20
2.0-6.0
10,05-0.1014,5-6.5
10.09-0.1314.5-5.5
1 <2
1 <2
ILow---------
ILow---------
10.15
10,10
1 5
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6.0-20
10.03-01014,5-5.5
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Goldsboro`_»-»`
8-70118-3011,30^1.504
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0.6-2.0
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---- i
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HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone [phone] Pine Street
Facsimile [phone] Post Office Box 627
Monday, December 1, 2003
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject Shallotte Church of God
Shallotte, North Carolina
Submittal of Stormwater Plan - SW8 030318
Dear Ms. Lewis
On behalf of the Shallotte Church of God, we are pleased to submit for
your review and approval two (2) copies each of the Stormwater Plans, the
Hydraulic/Hydrology calculations, and the executed Permit Application forms
This submittal addresses your letter dated September 26, 2003 The enclosed
plans are also being submitted for the required Sedimentation and Erosion
Control Plan
The proposed subject project falls within the high density guidelines
Enclosed is a check in the amount of $420 00 to cover the application fee
We appreciate your attention in this matter Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience
Sincerely,
T. son Clark, E I
Houston and Associates, P.A.
Enclosures
pc File, 03-1025 (Shallotte Church of God, SW)

lY
Inspection Date Project Name . 21 LAe Ch(.Y_ u'i o- (SpJ
Type of System ❑ Wet Detention ❑ Infiltration Basin T
❑ Infiltration Trench ❑ Alternative
��/ ❑ Curb Outlet Swale ❑ Low Density
r
Protect Number3
I. Drainage Area
a
Buildings, roads, parking, walks, consistent with plans?
NIA
Y
N
U
b
Any additional impervious area not shown?
Y
N
U
c
All runoff from the impervious areas drain to the system?
Y
N
U
d
Are outparcels (if any) draining to the system?
NIA
Y
N
U
e
Home/project does not exceed the maximum BUA?
Y
N
U
II. System
a
Size of the system close to the approved minimums?
Y
N
U
b
Swale or outlet/bypass structure in right place?
Y
N
c
Orifice in place, correctly sized, and not clogged?
NIA
Y
N
U
d
Trash rack?
Y
N
e
Slopes vegetated, and stable and 3 1 (6 1) or flatter?
NIA
Y
N
f
Is the relative difference between PP and DP provided?
NIA
Y
N
U
i What is the difference in elevation from PP to DP per plans?
g
Inlets located per approved plans to avoid short-circuiting?
Y
N
h
Design depth available?
Y
N
U
I
Are the forebays and berms in place?
NIA
Y
N
U
i
Is the vegetated filter in place and in good condition?
NIA
Y
N
U
i Flow spreader? Y N
ii Grass? Y N
k
Slope on 6 1 vegetated shelf and vegetated?
NIA
Y
N
U
III. Documentation
a
Recorded deed restrictions, if required, received?
NIA
Y
N
U
b
Is the facility being routinely and properly maintained?
NIA
Y
N
U
c
Has ownership of the facility changed?
Y
N
U
d
Has the name of the facility changed?
Y
N
New name
e
Has the Engineer's Certification been received?
NIA
Y
N
U
IV Comments:

Y
N
U
❑
❑
❑
The drainage area (including offsite) and built -upon area to the permitted system are
per the approved plan No unpermitted offsite drainage enters the system
❑
❑
❑
All the built -upon area associated with the project is graded such that the runoff drains
to the system
❑
❑
❑
For ponds/infiltration, the outlet/bypass structure relative elevations are per the
approved plan (Must be venfied via as -built survey if in question)
❑
❑
❑
The inlets and outlet structure are located per the approved plans and do not cause
short-circuiting
❑
❑
❑
A trash rack is provided over the outlet weir and orifice
❑
❑
❑
All slopes are grassed with permanent vegetation and are not eroding
❑
❑
❑
Vegetated slopes are no steeper than 3 1
❑
❑
❑
The approximate amount of permitted surface area has been provided (Must be
verified via as -built survey or designer's certification )
❑
❑
❑
Required drawdown devices are correctly sized per the approved plans
❑
❑
❑
All required design depths are provided
❑
❑
❑
All required parts of the system are provided, such as a vegetated shelf, and a forebay
❑
❑
❑
The designer's certification has been submitted
❑
❑
❑
The required deed restrictions are correctly recorded and submitted
❑
❑
❑
The number of lots or outparcels is per the permitted amount
❑
❑
❑
The built -upon area on the lots or outparcels does not appear to exceed the maximum
amount (must be venfied via as -built survey if in question)
❑
❑
❑
The road, cul-de-sac, parking lot and sidewalk widths are per the approved plan
❑
❑
❑
Required maintenance is being performed
❑
❑
❑
Outparcels have their own offsite permit
❑
❑
❑
Curb outlet swales are constructed, located properly, are 100' long and have dense
vegetated cover
❑
❑
❑
For low density projects, roadside swales are' 3 1, vegetated and stable
❑
❑
❑
For low density projects, there are no unpermitted pipes on the project
❑
Other
Comments

Shallotte Church of God LDA - SW8 030318
Subject: Shallotte Church of God LDA - SW8 030318
From: Jay Houston <jayhouston@atmc net>
Date: Wed, 05 Nov 2003 07 29 20 -0500
To: Linda Lewis <Linda Lewis@ncmail nets
Hi Linda - We are attempting to help the church prepare an erosion
control and stormwater plan to meet their needs It has been
difficult to gather the necessary topo and other items we need to
complete the process We have also been very busy with some other
critical pro3ects We have the material we need now to design and
prepare the necessary plans and documents We feel we can have the
submission to you by November 19, 2003 Please allow this
additional time to complete the pro3ect The church suspended
activity on site with regard to clearing and stumping and preparing
for a future phase Please call if there are any questions
Thanks
Jay
1 of 1 11/5/2003 8 11 AM

�k
Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
eptem er 26, 200
CERTIFIED MAIL # 7002 1000 0005 2390 8856
RETURN RECEIPT REQUESTED
Second Request
Pastor Allen Gibson
Shallotte Church of God
PO Box 488
Shallotte, NC 28459
Dear Mr Gibson
Alan W Klimek, P E , Director
Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
Wilmington Regional Office
Subject REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Shallotte Church of God LDA
Stormwater Project No SW8 030318
Brunswick County
On March 18, 2003, the Wilrnm�ton Regional Office received a copy of a Notice of
Violations Of The Sedimentation Pollution Control Act for Shallotte Church of God LDA The
North Carolina Administrative Code requires any project that must receive either Sedimentation
and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a
Stormwater Management Permit by the Division of Water Quality Any construction on the
subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC
2H 1000 and may result in appropriate enforcement action by this Office
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of
this project and the expected submittal date must be received in this Office no later than October
24, 2003 Failure to respond to this request may result in the initiation of enforcement action, and
construction may experience a subsequent delay
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control
Plan approval letter must NOT be considered the Coastal Stormwater Management Permit,
which will be signed by the Water Quality Supervisor Please reference the Project Number
above on all correspondence. If you have any questions, please call me at (910)-395-3900
Sincerely,
4, 7'X , /'dLt"'42
Linda Lewis
Envtronmental Engineer
RSS/arl S IWQSISTORMWATISTORMSUB1030318 Mar
cc Delaney Aycock, Brunswick County Building Inspections
Janet Russell
Linda Lewis
Central Files
_ AVA
N C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service Nr-DENR
Wilmington Regional office Wilmington N C 28405 [phone] Fax [phone]

/CERTIFMD
MAIL
RECEIPT
n(Donfestic
Mail Only; No Insurance
Coverage Provided)
Er
m
ru
3p
Postage
O
C3
Certified Fee
PRstmark
m
M
Return Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
C y
l 7.l
Mere
,.: ����j �}
/. ��lWY1,1� CVO
"p
<i
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(Endorsement Required)
'�lvc�roc�
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Total Postage 6 Fees
ru
Sent Ta
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Street Apt No
or PO Sox No
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PS Form ti April 2002,
1
Im

4� Michael F Easley, Governor
William G Ross Jr, Secretary
> North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
April 25, 2003
Rev W Allen Gibson
Church of God Family Worship Center
PO Box 488
Shallotte, NC 28459
Dear Rev Gibson
The submitted protect 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
C� Two sets of complete plans including proposed grading and dimensioned site
layout
A completed and signed March, 1999, version stormwater permit application,
blank copy enclosed An original signature is required
9� The appropriate supplement form, March, 1999 version (required for wet
detention, infiltration basins, infiltration trenches, curb outlet systems, low
density, offsite protects ) Blank copies of these supplements are included
(2/, Sealed design calculations for high density protects
A signed Operation and Maintenance Plan (included on the supplements)
I� A soils report with Seasonal High Water Table elevation, soil type, and expected
infiltration rate for all infiltration protects
The $420 00 check to cover the application fee is also being returned in this
package
The Division is currently in short supply of people to fill jobs, and overwhelmed
with permit applications I apologize for not being able to respond to your phone calls in
a timely manner Depending on which option is selected, and due to the potential
difficulty of this process, the Church may need the services of a professional surveyor or
engineer to assist in the preparation of the plans, calculations and application
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,
A'�-U 4� �-L'
Linda Lewis
Environmental Engineer
Project Name Shallotte Church of God
County Brunswick County
Project Number SW8 030318
S IWQSISTORMWATIRETURN1030318 apr03
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

a
P O Box 488
• Shallotte, North Carolina 28459
910-754-6113
C' 1.l1'Ch Of �OI Cl 5 Centf_
April 17, 2003 -
rgA21290.1
Linda Lewis
N C Division of Water Quality
127 Cardinal Drive Extension -
Wilmington, N C 28405 "
Dear Linda Lewis,
The acreage that has been disturbed was cleared for later use and will currently be used for
outside church activities We have no immediate plans to build on the entire sight We do
however plan to move a double wide home onto the back left hand side of the property The
rest of the land will be seeded with permanent grass so the property does not have any run
off We have silt fence to put around the property line until the seed sets and grass grows
Enclosed are the sight survey and a copy of the sight plan along with a check for the fees I
hope this information will be what is needed to receive the necessary permits I have made
several attempts to talk with someone in your office to confirm this is the correct
information to send, as of yet there has been no response
We look forward to receiving correspondence from you on this matter
Thank you again for your time If you have any questions, please call me at [phone]
or my cell phone at [phone]
Smcerely,
Rev W AHen Gibson
Pastor
WAG/
Enclosures (4)
. ................
"A Minishy of Hands" 2 Corinthians 8 4 i

FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land -disturbing activity on one or more acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and
approved by the Land Quality Section, NC Department of Environment, and Natural Resources (Please
type or print and, if question is not applicable, place NIA in the blank)
Part A.
1 Project Name S"hr_Iiw6 Cf}2-,2Gy -6az) _
2 Location of land -disturbing activity County ru A5; wcc_-k-
City or Township Sl , and Highway/Street /7C
3 Approximate date land -disturbing activity will be commenced
4 Purpose of development (residential, commercial, mdustnal, etc) CjAlvh &M-G/44
5 Total acreage disturbed or uncovered (including off -site borrow and waste areas)
z A,z�ff
6 Amount of fee enclosed $
7 Has an erosion and sedimentation control plan been filed9 Yes No V/ -
Enclosed V-41
8 Person to contact should sediment control issues arse during land -disturbing activity
Name Z9 le v Cahn Telephone ? 7,_5z/ (o//3
9 Landowner(s) of Record (Use blank page to list additional owners)
Name(s)
Current Mailing Address Current Street Address
City State Zip City State Zip
10 Recorded in Deed Book No .S Page No 2-
Part B
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank
page to list additional persons or firms)
vf�-le' v Z-Gff 0.pr & �iGLdnl� Ci�/,2LN dFcSo
Name of Person(s) or Firm(s)
/2,0 %eyjy
Current Mailing Address
r L
City State Zip
fro `77Y !i 4/ 3
Telephone
4
Current Street d s
City �,� -� State Zip
001 7S"t0 "(ofl
Telephone

I1 i
2 (a) If the Financially Responsible Party is not a resident of North Carolina give name and street
address of a North Carolina Agent
_ 6 /A�
Nam
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the certificate of assumed name If the Financially
Responsible Party is a Corporation give name and street address of the Registered Agent
IVIA _
N me of Registered Agent
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was
provided by me under oath (This form must be signed by the financially responsible person if
an individual or his attorney -in -fact or if not an individual by an officer, director, partner, or
registered agent with authority to execute instruments for the financially responsible person) I
agree to provide corrected information should there be any change in the information provided
herein
_%ll�l/rdir+ 4l6W Ccia��5 7ae
Type or print name Title or Authority
Si Date
/7- o3
I, UL°Y�I.�►fL �� , a Notary Public of the County of �&y115W�-i.yL
State of North Carolina, hereby certify that Wi ! f j gm __ f�� 6- L%bA
appeared personally ' before me this day and being duly swornacknowledged that the above form
was executed by him ",,
"s
witness my hand and notai=ial seal, this _-I---I-- day of , ,a
Seal Y Notary
My commission expires 6 7

(4�'73 .
i }
CFiiack
April 14, 2003
Linda Lewis
N C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N C. 28405
Dear Linda Lewis,
P O Box 488
Shalkotte, North Carolma 28459
910-754-6113
APR 21 2CO3
Greetings to you from the Church of God Family Worship Center in
Shallotte
I received a letter from you on 28 March 2003 about a "Storm Water
f Permit Application" I had already started getting permits from
Brunswick County and we were moving right along when I received a
phone call that we were not in compliance with the State Of North
Carolina
Since the letter we, the church, have had a meeting and are currently in
the process of hiring an engineer to do what is necessary for our church
to be in compliance with all regulations whether federal, state, or local
I apologize for our part in the not knowing but now knowing we intend
to get this taken care of in an expedient manner
Thank you for your tune and understanding. If your have any questions
please call me at [phone] or my cell phone at [phone].
For His Glory,
Rev W Allen Gibson
Pastor
. . . . . . . . . . . . . . . . . . . . . . . . . . .
"A Mrmstry of Hands" 2 Corinthians 8 4
w �Y

OF
*i
Pastor Allen Gibson
Shallotte Church of God
PO Box 488
Shallotte, NC 28459
Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
March 19, 2003
Alan W Klimek, P E= , Director
Division of Water Quality
Wilmington Regional Office
Subject REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Shallotte Church of God LDA
Stormwater Project No SW8 030318
Dear Mr Gibson Brunswick County
On March 18, 2003, the Wilmington Regional Office received a copy of a Notice of
Violations Of The Sedimentation Pollution Control Act for Shallotte Church of God LDA The
North Carolina Administrative Code requires any project that must receive either Sedimentation
and Erosion Control Plan approval and/or a CAMA Mayor permit to apply for and receive a
Stormwater Management Permit by the Division of Water Quality Any construction on the
subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC
2H 1000 and may result in appropriate enforcement action by this Office
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of
this project and the expected submittal date must be received in this Office no later than April 18,
2003 Failure to respond to this request may result in the initiation of enforcement action, and
construction may experience a subsequent delay
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control
Plan approval letter must NOT be considered the Coastal Stormwater Management Permit,
which wtll be signed by the Water Quality Supervisor Please reference the Project Number
above on all correspondence. If you have any questions, please call me at (910)-395-3900
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl S IWQSISTORMWATISTORMSUB1030318 Mar
cc Delaney Aycock, Brunswick County Building Inspections
Janet Russell
Eiff-d Iewis
Central Files
fit► A
WE R
N C Division of Water Quality 127 Cardinal Drive Extension Wilmington N C 28405 [phone] Fax [phone] Customer Service
800-623-7748

#ate of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F Easley, Governor
William G Ross Jr , Secretary
ILAA
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE
,:�5B
March 18, 2003
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7002 2410 0006 9368 1160
RETURN -RECEIPT REQUESTED
Shallotte Church of God
Pastor Allen Gibson
P O Sox 488
Shallotte NC 28459
Project Name Shallotte Church of God LDA
Project No BR-03213
Brunswick County
Dear Pastor Gibson
On March 17, 2003, personnel of this office Inspected a project located on Village Road in Brunswick
County, North Carolina This Inspection was performed to determine compliance with the North Carolina
Sedimentation Pollution Control Act of 1973 The inspection revealed a land -disturbing activity of
approximately 2 0 acres being conducted
It is our understanding that you and/or your firm are responsible for this land -disturbing activity The
purpose of this letter Is to inform you that this activity was found to be in violation of the Act, NCGS 1 13A-50
to 66, and Title 15A, North Carolina Administrative Code, Chapter 4 If you feel that you are not responsible
for the following violations, please notify this office immediately
The violations that were found are
Failure to file an erosion and sedimentation control plan with this office at least 30 days prior to
beginning a land -disturbing activity on a tract comprising more than one acre, when more than one acre
is to be uncovered, failure to secure this office's prior approval of the plan for any land -disturbing
activity prior to beginning the land -disturbing activity NCGS 113A-54(d)(4), G S 113A-57(4) and
15A NCAC 4B 0007(c)
An erosion and sedimentation control plan has not been submitted to this office for the referenced
project
An acceptable erosion and sedimentation control plan must be filed with and approved by this office
and implemented on the site sufficient to prevent off -site sedimentation Until the required plan has
been approved, temporary measures must be provided immediately to control erosion and prevent
sedimentation damage Any additional land -disturbing activities conducted without an approved erosion
and sedimentation control plan will constitute additional violations of the Act We will notify you
following our review of the plan if additional measures are required
127 Cardinal Drive Extension Wilmington, N C 28405 3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Pastor Allen Gibson
March 18, 2003
Page Two
2 Failure to take all reasonable measures to protect all public and private property from damage by such
land -disturbing activities 15A NCAC 4B 0005
Measures to control erosion and retain sediment on -site have not been provided
To correct these violations, you must
Submit an erosion and sedimentation control plan to this office for the referenced project
2 Install the measures, structures, and/or devices necessary to control erosion and retain
sediment on site
If the violations described in this Notice are not corrected within 30 days following your receipt of this
Notice, for before April 20, 2003, whichever term is longer), the Division of Land Resources may take
additional appropriate legal action against you pursuant to NCGS 113A-64 That action could be the
assessment of additional civil penalties and may result in the initiation of other remedies as prescribed by the
Act If additional civil penalties are assessed for the violations, the amount may be up to $5,000 00 per day
for each day of the violation pursuant to NCGS 133A-64(a)(1) If all violations are corrected within the time
period specified for compliance, additional civil penalties or legal remedies will not be pursued
Any new land -disturbing activity associated with this project should not begin until the area presently
disturbed is brought into compliance with the Act When corrective actions are complete, you should notify
this office so that the work can be inspected You should not assume that the site is in compliance with the
Act until we have so notified you In addition, once compliance has been achieved, all installed measures must
be satisfactorily maintained until development is complete and the site is fully stabilized to avoid further
violations of the Act
We solicit your cooperation, and would like to avoid taking further enforcement action At the same
time, it is your responsibility to understand and comply with the requirements of the Act Copies of the
relevant statute and administrative rules may be examined at this office or will be sent to you upon request
Should you have questions concerning this Notice or the requirements of the Act, please contact either Kevin
Rowland or me at your earliest convenience
Please do not hesitate to contact me regarding any questions you might have about this matter
Sincerely,
Daniel Sams, P E , M E
Regional Engineer
DES//bfr
cc Sedimentation Specialist
WiRO 1.118
OWO Supervisor WiRO
Enclosure Inspection Report

RECEIVED
APR 2 1 2003
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