SW6140802_HISTORICAL FILE_20141016

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Y, HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

TABLE OF CONTENTS
WORSHIP CENTER ADDITION
LIBERTY BAPTIST CHURCH
STORMWATER WETLAND
SPRING LADE, NC
# of Pages Subject
4 NCDENR Stormwater Management Permit Application Form (SWU-101)
2 Narrative
1 USGS Map
4 Deed
2 Secretary of State - Statement of Registered Agent
Attach A. Soils Report
19 Soils Report
Attach B. Stormwater Wetland and Hydraulic Calculations
1 New Impervious Area (Exhibit A)
l Existing Impervious Areas (Exhibit B)
4 Wetland Supplement - Certification Application Form/ Required Items
Checklist
l Supporting Calculations
1 BUA Calculations
1 Runoff Coef
1 Volume Determination
1 Drawdown Orifice
1 Hydraulic Calculations Summary
1 Pre -Project Flows
1 Post -Project Flows
I Stage -Storage Data OCT 1 6 201;i
2 1-Year Routing
1 1-Year Routing Graph
2 10-Year Routing
1 10-Year Routing Graph
2 100-Year Routing
1 100-Year Routing Graph
Attach C. Operation and Maintenance Agreement
3 Operations and Maintenance Agreement
-- Also included with this submittal are two sets of plans and a check for the review fee.
rawford
desp2convany
��'fyio

LANDSCAPE ARCHITECTURE
116 N. Cool Spring St.
ENGINEERING
F:pcucrille, NC 28305
PLANNING
910 221 0033
Fax [phone]
Stormwater Design Report Narrative
1. Project Name: Liberty Baptist Church
Worship Center Addition
1. Project Location:
CiN: Spring Lake, NC 29390
General Location: 1625 Ray Road OCT 1 6 2014
3. General Proiect Information:
a. Proiec( Descriolion:
The project consist of a new worship center and associated parking, drives, and walkways.
4. Drainaee and Desien Criteria
a. A'CDENR The stonnwater wetland is designed IAW NCDENR recisuirements.
The planned project will lead to a total of 182,826 sf of impervious surface.
There are 107,982 sf of existing impervious surfaces on the parcel.
The net increase is therefore 74,844 sf
Almost all of the new impervious area will drain to the wetland.
The total impervoius area that will drain to the wetland is 96,957 sf
An additional 22,300 sf is included in the design to allow for future expansion.,
The basis of design for the wetland is therefore 119,257 sf of impervious area.
The total area draining to the wetland is 3.78 acres.
5. Site Soils Information
See Attached
A summary of Sfl WT tests is shown below:
Approx.
Depth to
Elevation
Infiltration
Location
Existing Grade
SHWT (in)
SHVdT
(in/hr)
B-1
296.0
100
287.7
0.03
B-2
300.0
100
291.7
0.09
Average 289.7 0.06
The average of the SIi WT from thetwo tests is 289.7 Bc infiltration is 0.06 in/hr
The normal pool will be at 296.5. well above the SHWT.
Due to low SHWT, a clay liner has been specified.
7/ 18/2014

6. Drainage Decirn Dexerip ion
The system will be designed to have stormwater wetland and comply with
the State's criteria for a stormwater management system.
The wetland is designed to control post -development discharge rates at
pre -development conditions for the I & 10 year- 24 hours storm
events.
a. Drainage Area
l'hc project area currently includes a large gravel parking area and small building.
The new worship center and parking area will be constructed to drain to
the stormwater wetlands.
A summary of existine and oust construction (includine future exoansion) impervious areas is shown in Table I
Table I. Impervious Area Summary (so
Impervious Area
Current
Post Constr.
Build Out
Parcel Impervious Area(st)
107,982
181826
205,126
Parcel Impervious Ares (%)
26%
44%
49%
To Wetland Impervious Area (sf)
22300
96,957
119257
To Wetland Impervious Ares (%)
14%
59%
72%
h. Basin Sage - Storage - Discharge Inlimmation
Sec Calculation Sheets
7. Drainage Design Analysis
See Calculation Sheets
417,864
if Project Area
164.747
if Drainage Area to Wetand
a. Design Ifethodoloev
The design methodology used for the analysis of the drainage analysis was the SCS Routing Method
as shown in the NC BMP Manual.
h. Storm Routine Results
The rainfall data used for the 24 hours storm event is as follows:
Storm Routing Results
Storm Event
Intensity (in/hr) for
Rational Method
Pre -Bevel.
Post -Development
Discharge
Tup Berm
Stage/WSE Post
Discharge
(ets)
(Ft-Msl)
(Ft-MSI)
(cfs)
I yr-24hrs
5.29
7.01
299.00
297.64
2.13
IOyrs-24hrs
7.2
9.51
299.00
297.79
6.39
I 00yrs-241irs
9.63
12.70
299.00
298.41
20.46
Runoff Summary (See Attachement B. oaee I for additional runofl details)
Storm Event
Pre-devel.
Discharge
(cfs)
Post-Devel.
Discharge
(cfs)
Pre -Post
Discharge
(cfs)
Freeboard
to Road
(cfs)
I yr-24hrs
7.01
2.13
4.88
1.36
I Oyrs-24hrs
9.51
6.39
3.12
1.21
100yrs-24hrs
12.70
20.46
-7.76
0.59
The post development conditions do not exceed pre -development conditions for the I -year, 10-year
24 hour, storm events based on the routing calculations.
7/18/2014 2

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-
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r� IT _ ,fix• �t I�.
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JO
Approximates-,-
J' Stormwater
Wetland
1
'r{y' Location l '•� - _
A / a� •�.'.v
Magnetic Declination ,.�_rl .r, - r
IN
SCALE 1:6000
0 100 200 300 400 YARDS
0 10M FEET
0 100 200 300 400 METERS
yi
8` Wa
Name:MANCHESTER
Date: 7/14/2014 Caption: Liberty Baptist Church
Scale: 1 inch equals 500 feet Entrance: 35 deg 13' 53.03" N 78 deg 57' 53.80" W
35.23197 N 78.96494 W

State Stormwater Permit
Permit No.SW6140802
Liberty Baptist Church —Worship Center Addition
Stormwater Permit No. SW6140802
Harnett County
Designer's Certification
I, Kevin S Lindsay as a duly registered Professional Engineer
in the State of North Carolina, having been authorized to obsery eriodical eekly/
full time) the construction of the project,
Liberty Baptist Church —Worship Center Addition
(Project)
for Liberty Baptist Church (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
c
Signature
Registration Number 275 2
Date
11-10-15
SEAL
027502 =
4,01
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6140802
Certification Requirements:
X 1. The drainage area to the system contains approximately the permitted
acreage.
X 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
X 7. Trash rack is provided on the outlet/bypass structure.
X 8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than shown on the approved plans.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and volume have been provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
X 14. All required parts of the system are provided, such as deep pools, shallow
water area, shallow land area, forebay, and vegetation.
X 15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: NCDENR DEMLR Regional Office
Land Quality Section
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
cc: Building Inspections — Harnett County
Page 6 of 6

a'�First Submittal ❑ R
Development/Project N<
Receiving stream name
River Basin: CA Pg
Application Completeness Review SWG/y 080 z G k•� `ft
Date Received: 8// Date Reviewed: a / y Bill Diuquid
!ScX�r4
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: �� !3 53.o3t/ _qQ 57 53-8 0
Project Address: 16 Z5 R.a,i 12 0A-or
Engineer name and firm: )(o, y,y L;JAwAY , P. C. CCot& v F. c c{ Ac
rf1VIIQ. 7IV -" GL/ _UO3 � M11dll. 6
,` f C: [19 O
Is the project confirmed to be in the State M S I Storm%ter Permit juri iction? C t s or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets @-14igh Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
Gr�
f,.Zheck for $505.M include
®' Priginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.ne.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
Copy of property deed showing ownership or control
N/A -a- F r subdivided ro'ects, a ggn�edand notarized deed restriction statement
per❑ ealed si ne & dated caCorrect supplement an Oed for each BMP on site (check all that were provided &number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management- _ -.
❑ 5and Filter --
Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet OCT 1 6 2014
❑ Off -Site L
❑ NCDOT Linear Road ! _
R o sets of sealed, signed & dated layout & finish grading plans with appropriate details
�' arrative Description of stormwater management provided
l�oils report, geotech information provided
tlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
�acent property
tails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
UK Dimensions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
�BMP operation and maintenance agreements provided
❑ Application complete 2 Application Incomplete Returned: EnuA-zs . -rc r" (Date)
Fi7
April 26, 2013 Revision, Bill Diuguid

Lk1S:dE AND ME DUNHAM
,� . 01,070
✓7
-o—
Tax Lot No ...........................
Verified by ..................... ....
by...........................................�
Mail after recording to .....:
i
This instrument was prepared 1
Brief description for the Index
�� �F�ILED
800KMPAGE IUS��I�J-r
'94 M 28 Pal 3 14
. GAYL E P.NOLDER
'.EGISTER OF DEEDS
HARNETT COUNTY, NC
Recording Time, Book and Page
................:..,,..:,..Parcel Identifier No. ...... ..................... ,................ I ...... —...
„. County on the ...28TH... day of.JANUARY.... ......................... ......... 19...9.4.....
Fayetteville,. NC„.., 28303,-0147,
...:.c::.c:r.w:.n:anc:a:��.t:.:a'.:cc:a:.c:as:.:G:.:.::,6t::.L::,:.::;.:.:;�GG..G.......................
t............ .......... ............ .... .......... .....,...... ..... ,...... ......... .................. .,...,.......... ............
NORTH CAR=ENERAL'W-ARRANTY DEED
HI
TS DEED made this a8 day of.................. u9. '....... by and between
GRANTOR GRANTEE
Michael Bowlby, Geoff Wallick, R rt Liberty Baptist Church of Spring Lake, Inc.
Lawrence, and Ricky Reynolds as T s e a North Carolina non—profit corporation
of Liberty Baptist Church of Spring U�
Lake, Inc., a North Carolina non —pro it
corporation Sp irw LAKe IvC a39b
&501 ' J Road t, L I`,/ED '
Spr n5 U,ICe NC a8390 -
OCT 1 6 2014
� �'artner
Enter in appropriate block for each party: name, address, and, if approprrer entity, e.q. corporation'or;partnership.orrICL
The designation Grantor and Grantee as used herein shall incl di
shall include singular, plural, masculine, feminine or: ss c
WITNESSETH, that the Grantor, for a valuable consideration p
acknowledged, has and by these presents does grant, bargain, sell
certain lot or parcel of land situated in the City of .... ...........LILLIN
..Harzlext... I ............................. County, North Carolina and more partic
See Exhibit "A" attached hereto and incorporated herein by
their heirs, successors, and assigns, and
the receipt of which is hereby
Grantee in fee simple, all that
............. ....................... I... Township,

The property ere abo a cribed was acquired by Grantor by instrument recorded 'in :.................................... ........
.
... ..::::
A map showing the ab a descri d rty is recorded in Plat Book .................................... page.........................
TO HAVE AND T 0 th aforesaid of or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee s
And the Grantor covens, wit r nt that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, at e i a able and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against a wf clai of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property her ina e d cribed is subject to the following exceptions:
goo
IN WITNESS WHEREOF, the Grantor has
cerpomte come by its duly authorized officers ai
above written.
(Corporate Name)
Hy:___________________________________________________________ u
z
_________ __________President t�I'"
ATTEST:_-__-____ J /
SEAL -STAMP
_____Secretary (Corporate Seal)
or if corporate, has caused this instrument to be signed in Its
by authority of its Hoard of Directors. the day and year first
NORTH CAROLINA- -----------------------
__
y I, a Notary Public of the County and Seat of es.,
Cpersonally appeared before me this day and a
V
hand and official stamp or seal, this ________ day of _
Mycommission expires: ___________________________
SEAL -STAMP NORTH CAROLINA---------- —------------------- __ y
I, a Notary Public of the County and State aforesaid, certl
g personally came before me Ibis day and acknowledged that ___
a
X.-------------- _----------------------------------- —_ a Nor
e 1
given and as the let of the corporation, tee foregoing instrumi
n President, scaled with Its corporate seal and attested by --------
P
Witness my hand and official stamp or seal, this _____day of _
___(SEAL)
that__________________________________________
.._____________________________________ Grantor,
of the Ioregomg instrument. Witness my
_____________________ 19......
__________________ Notary Public
_________________ Secretary of
A a, and that by authority duly
e by its
I_____ ______________ secretary.
f�

t:�
at an iron pipe on thesouthern margin of S.R. 1221
60 foot right of way) said iron pipe being the northwest
the tract of which this is a part as shown on a deed
in Book 645, Page 572, .Harnett county Registry and
thence, with the margin of said road South 50 degrees 14
4 seconds East 419.0 feet to a point; thence, South 20
2 minutes 20 seconds West 11.66 feet to an iron pipe;
nth 19 degrees 58 minutes 52 seconds West 470.56 feet to
pi thence, South 88 degrees 28 minutes 08 seconds West
4 t to an iron pipe; thence, South 88 degrees 29 minutes
35 c n st 00.30 feet to a concrete monument the Southwest
co act; thence, North 08 degrees 57 minutes 59
sec ds Ea 401 4 feet to an iron pipe; thence, North 88 degrees
25 s 6 s s East 480.58 feet to an iron pipe; thence,
North 19 e Lutes 40 seconds East 353.75 feet to the
point o b i g cont. 9.6.6 acres as surveyed by: George L.
Lott, da O 990.

GUY T. CAY1
-SIGNATURES.
ov
STATE OF NORTH
COUNTY OF CUM
MICHEAL BOWLBY, TRUST FOR LIBERTY
BAPTIST CHURCH OF SPRIN LAKE, INC.
. j (SEAL)
GEO ALLICK, TRUSTEE FOR LIBERTY
BAPTIST CHURCH OF SPRING LAKE, INC.
��— (SEAL)
ROBERT LAWRENCE, TRUSTEE FOR LIBERTY
BAPTIST CHURCH OF SPRING LAKE, INC.
0 (SEAL)
RICKY RE NOLDS, STEE FOR LIBERTY
BIST CHURCH OF SPRING LAKE, INC.
GUY T^ a-x
I, DOROTHY BROOK4.
that GUY T. CAYTON, person v��a��"{{
that in his presence MICHAEL B
RICKY REYNOLDS, executed the�o.
TRUSTEES FOR LIBERTY BAPTIST C
WITNESSED MY HAND and
Expires: 06/21/97
'-timberland County, North Carolina, -certify
me this day and being duly sworn and stated
WA�,LLICK, ROBERT LAWRENCE, and
FET
Notary Public trvo
.correct. This instru
and reco
rded in t
This-2i!L day
LNG,
iy of January, 1994.
d to be
;istration
W9ek:2ip.dos19
19�'F —

Y
LANDSCAPE ARCHITECTURE 116N. Cool Spnng St.
ENGINEERING Faveueci Ile, INC 28305
PLANNING 910 221 0033
Fax [phone]
Stormwater Design Report Narrative
1. Proiect Name: Liberty Baptist Church
Worship Center Addition
2, Proiect Location:
City: Spring Lake. NC 28390
General Location. 1625 Ray Road
3. General Proiect Information:
a. Proiect Descrialiow
,Fhe project consist of a new worship center and associated parking. drives, and walkways.
4. Drainage and Design Criteria
a. A'CDEATH The stormwater wetland is designed IA W NCDENR reqsuirements.
The planned project will lead to a total of 182,826 sf of impervious surface.
There are 107,982 sf of existing impervious surfaces on the parcel.
The net increase is therefore 74,844 sf
Almost all of the new impervious area will drain to the wetland.
The total impervoius area that will drain to the wetland is 96,957 sf
An additional 22,300 sf is included in the design to allow for future expansion..
The basis of design for the wetland is therefore 119,257 sfol impervious area.
The total area draining to the wetland is 3.78 acres.
5. Site Soils Information
See Attached
A summary of SIi WT tests is shown below:
Approx.
Depth to
Elevation
Infiltration
Location
Existing Grade
SHWT(in)
SHWT
(in/hr)
B-1
296.0
100
287.7
0.03
B-2
300.0
100
291.7
0.09
Average 289.7 0.06
The average of the SI lWT from thetwo tests is 289.7 & infiltration is 0.06 in/hr
The normal pool will be at 296.5. well above the Sh[WT.
Due to low SHWT, a clay liner has been specified.
7/ 18/2014

a
r`
6. Drainage Design Description
The system will be designed to have stormwater wetland and comply with
the State's criteria for a stormwater management system.
The wetland is designed to control post -development discharge rates at
pre -development conditions for the I K 10 year- 24 hours storm
events.
a. Drainage Area
The project area currently includes a large gravel parking area and small building.
The new worship center and parking area will be constructed to drain to
the stormwater wetlands.
A summary of existing and post construction (including future expansion) impervious areas is shown in Table I
Table I. Impervious Area Summary (st)
Impervious Area
Current
Post Constr.
1 Build Out
Parcel Impervious Area (sf)
107,982
182.826
205,126
Parcel Impervious Ares (%)
26%
44%
49%
Fo Wetland Impervious Area (sl)
21300
96,957
119,257
To Wetland Impervious Ares (%)
14%
59%
72%
b. Basin Staee - S'tara& - Discharge htfornmtion
See Calculation Sheets
7. Drainage Design Analysis
See Calculation Sheets
417,864
sf Project Area
164,747
sf Drainage Area to Wetland
a. Design hfelhodoloev
The design methodology used for the analysis of the drainage analysis was the SCS Routing Method
as shown in the NC BMP Manual.
b. .Storm Rouling Results
The rainfall data used for the 24 hours storm event is as follows:
Storm Routing Results
Storm Event
Intensity (in/hr) for
Rational Method
Pre-devel.
Post -Development
Discharge
'fop Beim
Stage/WSE Post
Discharge
(cfs)
(Ft-Msl)
(Ft-Msl)
(cfs)
I yr-24hrs
5.29
7.01
299.00
297.64
2.13
I Ovrs-24hrs
7.2
9.51
299.00
297.79
6.39
I00yrs-24hrs
9.63
12.70
299.00
298.41
20.46
Runoff Summary (Sec Attachement R. page I for additional runoff details)
Storm Event
Pre-devel.
Discharge
(cfs)
Post-Devel.
Discharge
let's)
Pre -Post
Discharge
(cfs)
Freeboard
to Road
let's)
I yr-24hrs
7.01
2.13
4.88
1.36
IOyrs-24hrs
9.51
6.39
3.12
1.21
IOOyrs-24hrs
12.70
20.46
-7.76
0.59
The post development conditions do not exceed pre -development conditions for the I -year, 10-year
24 hour, storm events based on the routing calculations.
7/18/2014 2

N
j
J�7
Approximate
Stormwater
Wetland
Location
H
sty,
Jr. 56WT
— '#�I­
J
v
13
All rho thl
rb
0
ft tit
Cr
lot
n'
I; Q3
A
1=3 %
IE3
PY.
31 4n F3, C
p4—o
Magnetic Declination 1 s'
L
SCALE 1 6000
0 100 200 300 400 YARDS
0 1000 FEET
0 100 200 300 400 METERS
8*W
Nanne:MANCHESTER
Date: 7/14/2014 Caption: Liberty Baptist Church
Scale: I inch equals 500 feet Entrance: 35 deg 13' 53.03" N 78 deg 57'53.80" W
35.23197 N 78.96494 W

JULY 2014
WORSHIP CENTER ADDITION
LIBERTY BAPTIST CHURCH
STORMWATER REPORT

TABLE OF CONTENTS
WORSHIP CENTER ADDITION
LIBERTY BAPTIST CHURCH
STORMWATER WETLAND
SPRING LAKE, NC
# of Pages Subiect
4 NCDENR Stormwater Management Permit Application Form (SWU-101)
2 Narrative
1 USGS Map
4 Deed
2 Secretary of State - Statement of Registered Agent
Attach A. Soils Report
19 Soils Report
Attach B. Stormwater Wetland and Hydraulic Calculations
1 New Impervious Area (Exhibit A)
1 Existing Impervious Areas (Exhibit B)
4 Wetland Supplement - Certification Application Form/
Checklist
1 Supporting Calculations
1 BUA Calculations
1 Runoff Coef
1 Volume Determination
1 Drawdown Orifice
1 Hydraulic Calculations Summary
1 Pre -Project Flows
1 Post -Project Flows
1 Stage -Storage Data
2 1-Year Routing
1 1-Year Routing Graph
2 10-Year Routing
1 10-Year Routing Graph
2 100-Year Routing
1 100-Year Routing Graph
Attach C. Operation and Maintenance Agreement
3 Operations and Maintenance Agreement
Required Items
-- Also included with this submittal are two sets of plans and a check for the review fee.
rawford
esq lcnn ,y

Date 07/31/14
Liberty Baptist Church
Reference Worship Center Addition
(CDC# 13031)
Contact Stormwater Permitting Program
Company NCDENR- DEMLR
TRANSMITTAL Address 512 N. Salisbury Road
City & State Raleigh, NC 27699
Subject: Stormwater Management Permit Application
The attached submittal documents are for a stormwater review/permit for the referenced project. We have
also included a $505.00 check for the review fee. A list of documents supplied can be found under the
table of contents.
Please give me a call at [phone] if you have any questions.
Thank you,
Kevin Lindsay, PE
LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING
116 North Cool Spring Street Fayetteville, NC 283011 Ph: 910-221-0033I Fax: [phone]

Custom Soil Resource Report
Harnett County, North Carolina
CaB—Candor sand, 0 to 8 percent slopes
Map Unit Setting
Elevation: 160 to 750 feet
Mean annual precipitation: 38 to 52 inches
Mean annual air temperature: 61 to 70 degrees F
Frost -free period: 210 to 245 days
Map Unit Composition
Candor, moderately wet, and similar soils: 85 percent
Minor components: 8 percent
Description of Candor, Moderately Wet
Setting
Landform: Low hills
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Sandy and loamy marine deposits and/or eolian sands
Properties and qualities
Slope: 0 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat excessively drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding. None
Available water capacity., Low (about 3.1 inches)
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 4s
Hydrologic Soil Group: A
Typical profile
0 to 8 inches: Sand
8 to 27 inches: Sand
OCT 1 6
27 to 39 inches: Loamy sand
39 to 58 inches: Sand
58 to 80 inches: Sandy clay loam
Minor Components
Ailey, moderately wet
Percent of map unit 5 percent
Landform: Low hills
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Head slope
Down -slope shape: Concave
Across -slope shape: Convex
12

Custom Soil Resource Report
Bibb, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Johnston, undrained
Percent of map unit: 1 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
13

References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff, 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/nres/
detail/national/soils/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook436. http://www.nres.usda.gov/wps/portal/
nres/detail/national/soi Is/?cid=n res 142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/
portal/nres/detail/national/soils/?cid=n res142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/main/national/
landu se/forestry/pub/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. hftp://www.nres.usda.gov/wps/portal/nres/
detail/nation al/land use/rangepasture/?cid=stel prd b 1043084
14

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
nres/deta i I/soils/scienti sts/?cid=nres142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://www. nres. usda. gov/wps/portal/n res/detail/national/soils/?
cid= n res 142 p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lnternet/FSE_DOCUMENTS/nrcsl42p2_052290.pdf
15

ATTACHMENT A:
SOILS REPORT
WORSHIP CENTER ADDITION
LIBERTY BAPTIST CHURCH
STORMWATER WETLAND
SPRING LAKE, NC
Crawford
eS , k,,ny
OCT 1 6 201A
SCrawford

E C S C A R O L I N A S, L L P"Setting the Standard for Service
I Gentechnical • Construction Materials • Environmental • Facilities NO Rq tercl Cr irms(N Ftrm F. 1076
February 27, 2014
Mr. Del Crawford
Crawford Design Company
116 North Cool Spring Street
Fayetteville, North Carolina 28301
Reference: Report of Infiltration Testing
Liberty Baptist Church
Spring Lake, Cumberland County, North Carolina
ECS Project No. 33.2759
Dear Mr. Crawford:
ECS Carolinas, LLP (ECS) recently conducted infiltration testing for the design of the
stormwater best management practice (BMP) areas at 1625 Ray Road in Spring Lake,
Cumberland County, North Carolina. This letter, with attachments, is the report of our
testing.
Field Testing
OCT 1 6 2C'!
On February 25, 2013, ECS conducted an exploration of the subsurface soil and
groundwater conditions at two requested locations shown on the attached Test
Location Plan (Figure 1). ECS located the test areas with a boring plan provided by
Crawford Design Company. The purpose of this exploration was to obtain subsurface
information of the in -place soils for the stormwater BMP areas. ECS explored the
subsurface soil and groundwater conditions by advancing one hand auger boring into
the existing ground surface at the requested boring locations. ECS visually classified
the subsurface soils and obtained representative samples of each soil type
encountered. ECS also recorded the groundwater level and the seasonal high water
table (SHWT) observed at the time of the hand auger borings. The attached Infiltration
Testing Form provides a summary of the subsurface conditions encountered at the
hand auger boring locations.
The SHWT and groundwater elevations were estimated at the boring locations below
the existing grade elevation. A summary of the findings are as follows:
Location
SHWT
Groundwater
B-1
100 inches
Greater than 108 inches
B-2
100 inches
Greater than 108 inches
ECS has conducted two infiltration tests utilizing a compact constant head
permeameter near the hand auger borings in order to estimate the infiltration rate for
the subsurface soils. Infiltration tests are typically conducted at two feet above the
SHWT or in the most restrictive soil horizon.
726 Ramsey Street, Suite 3, Fayetteville, NC 28301 • T. 910-401-3288 • F: 910-323-0539 • wNw.ecslimited.com
ECS C;pda Seumc�, FLLC - ECS aifO irf , LLP • ECS Central, F'LI.0 • ECS Florida, LLC • ECS MiU-AtrmaC, LLC • ECS PltiihN�LLC • ECS Swdt ast, LLC • ECS Terns, LLP

Report of Infiltration Testing
Liberty Baptist Church
Spring Lake, Cumberland County, North Carolina
ECS Project No. 33.2759
February 27, 2014
Field Test Results
Below is a summary of the infiltration test results:
Location
Description
Depth
Inches/
hour
B-1
Red clayey SAND
76 inches
1 0.03
B-2
Red clayey SAND
48 inches
0.09
Infiltration rates and SHWT may vary within the proposed site due to changes in
elevation and subsurface conditions.
Closure
The activities and evaluative approaches used in this assessment are consistent with
those normally employed in assessments of this type. ECS's testing of site conditions has
been based on our understanding of the project information and the data obtained during
our field activities.
ECS appreciates the opportunity to provide our services to you on this project. If you
have any questions concerning this report or this project, please contact us at (910) 401-
3288.
Respectfully,
OCT 1 6 rC�
ECS CAROLINAS, LLP
Mingo "Y
Project Manager
Attachments: Figure 1 - Test Location Plan
Infiltration Testing Form
Scott G.
Principal
o Q 70S3
0EAL/ 7387 r; -
/7 RI1Jt�E�3 i I

• Ira.
� ' .�.-vim-.. vr• �� .., � �r� �; \ <!, 1 ...........
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N
OCT 1 6
S
APPROXIMATE BORING LOCATIONS
SCALE SHOWN ABOVE
.:. 1
Liberty Baptist Church Figure 1— Boring Location Plan
1625 Ray Road, SpringECS Lake, NC —
,— Provided by: Google Maps
Feb Project #
February 26, 2014 014
SGD

Infiltration Testing Form
Liberty Baptist Church
Spring Lake, Cumberland County, North Carolina
ECS Project No. 33.2759
February 26, 2014
Location Depth
B-1 0-3"
3"-42"
42"-108"
Soil Description
Gray silty SAND
Tan/orange fine SAND w clay
Red clayey SAND
Seasonal High Water Table was estimated to be at 100 inches below the
existing grade elevation.
Infiltration Rate: 0.03 inches per hour
Test was conducted at 76 inches below existing grade elevation
Groundwater was greater than108 inches below the existing grade
elevation.
Location Depth Soil Description
B-2 C-3" Gray silty SAND
3"-30" Tan/orange fine SAND w clay
30"-42" Red/orange sandy CLAY
42"-108" Red clayey SAND
Seasonal High Water Table was estimated to be at 100 inches below the
existing grade elevation.
Infiltration Rate: 0.09 inches per hour
Test was conducted at 48 inches below existing grade elevation
Groundwater was greater than 108 inches below the existing grade
elevation.
OCT 1 6

United States
A product of the National
Custom Soil Resource
_USDA
Department of
Agriculture
Cooperative Soil Survey,
a joint effort of the United
Report for
n I
O RCS
States Department of
Agriculture and other
Harnett County,
I V
Federal agencies, State
Natural
agencies including the
North Carolina
Resources
Agricultural Experiment
Conservation
Stations, and local
Service
participants
OCT 1 6
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March 26, 2014

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplementthis information in some cases.
Examples include soil quality assessments (http://www.nres.usda.gov/wps/portal/
nres/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http://
offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.

Contents
Preface........................................................................
How Soil Surveys Are Made .......................................
SoilMap.......................................................................
SoilMap....................................................................
Legend......................................................................
MapUnit Legend .......................................................
Map Unit Descriptions ...............................................
Harnett County, North Carolina .............................
CaB—Candor sand, 0 to 8 percent slopes........,
References..................................................................
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of how they were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil -vegetation -landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil -landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field -observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

AND JEFF DUNHAM I ��FILED
800KW6 PAGE 1US10
JflPI 28 Pal 3 14
GAYL E P.NOLDER
';EGISTER OF DEEDS
HARNETT COUNTY, NC
cIse Tax Recording Time, Book and Page
Tax Lot No...........
Verified by ...........
by.......I ..................
Mail after recording to
....................................................
This instrument was prepared
Brief description for the Index
................................... Parcel Identifier No. ........................... ................ .......... ,.::,:,,,,•:,,,.:,,.I�:.I................ ....
N:...,i•.:,.,,,. Qopnty on the ...28TB... day of.JANUARY...................................:... 19...9.4.....
35...... Fayetteville NC 2830,-0147,,,
.................................... ,,.::. ..............................................
.. n.....IF:.:.1:.flA,.i:.:.::.A:..:':.:...:.::.:.:.n....................:.:.::.::.....................................................I..........
......
........................................................................................................... ..................::
NORTH CAR ENERAL WARRANTY DEED
TMS DEED made this o�8 day o 19.94......, by and between
GRANTOR C>
Michael Bowlby, Geoff Wallick, R rt
Lawrence, and Ricky Reynolds as T s
of Liberty Baptist Church of Spring�
Lake, Inc., a North Carolina non-pro'j
corporation \
(1.5t1) J dad
Spr n5 16ke NC aS39D
Enter in appropriate block for each party: name, address, and, it
The designation Grantor and Grantee as used herein shall inell
shall include singular, plural, masculine, feminine or neuter as:
WUNESSETH, that the Grantor, for a valuable consideration
acknowledged, has and, by these presents does grant,, bargain, s
certain lot or parcel of land situated in the City of .... ........... LILL.
..Barue.tt.................................. County, North Carolina and more par
GRANTEE
Liberty Baptist Church of Spring Lake, Inc.
a North Carolina non-profit corporation
O 1 J koad
SP ruj LAKe_ IBC 3-t639b
OCT 16
rae ere entity, eq. corporation or partnership.
Md pa ies, their heirs, successors, and assigns, and
See Exhibit "A" attached hereto and incorporated herein by
e, the receipt of which is hereby
the Grantee -in fee simple, all that
.................................... Township,
fo] ws: _

The property ere' abo a escribed was acquired by Grantor by instrument recorded in............................................................
A map showing the ab a descri d rty is recorded in Plat Book .................................... page.........................
TO HAVE AND T 0 th aforesaid of or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee s
And the Grantor covens wit r nt that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, at ' e i a ble and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against a wf clai of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property her Ina e d cribed is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has
corporate acme by its duly authorized officers a
above written.
(Corporate Name)
By: ___________________________________________________________ u
z
___________________President r"
ATTEST:
or if corporate, has caused this Instrument to be signed In Its
by authority of its Board of Directors, the day and year first
____________________________Secretary (Corporate Seal)
SEAL -STAMP NORTH CAROLINA- _______________________ ____ __ Cou V.
I, a Notary Public of the County and Stat of esal cer fy
S
Gpersonally appeared before me this day and a the
a hand and official stamp or seal, this ________ day of
Mycommission expires: ____________________________
SEAL.STAMP NORTH CAROLINA---------- x_------ _______________C
I, a Notary Public of the County and State aforesaid, certlry
y personally came before me this day and acknowledged
u
t
given and as; the act of the corporation, the foregoing instrur
Fl
„ President, sealed with Its corporate seal and attested by ---___
P
Witness my hand and otticlat stamp or seal, this ___day of
that__________________________________________
—_____________________________________ Grantor,
of the foregoing instrument. Witness my
_____________________ Is ------
__________________ Notary Public
._________________ secretary of
L n, and teat by authority
duly
e by Its _______________
__________________ Secretary.

ti
q' g at an iron pipe on the southern margin of S.R. 1221
( g a 60 foot right of way) said iron pipe being the northwest
tthe tract of which this is a part as shown on a deed
in Book 645, Page 572, .Harnett County Registry and
thence, with the margin of said road South 50 degrees 14
4 seconds East 419.0 feet to a point; thence, South 20
2 minutes 20 seconds West 11.66 feet to an iron pipe;
o th 19 degrees 58 minutes 52 seconds West 470.56 feet to
pi thence, South BB degrees 28 minutes 08 seconds West
4 �t to an iron pipe; thence, South 88 degrees 29 minutes
35 c st 400.30 feet to a concrete monument the Southwest
cc act; thence, North 08 degrees 57 minutes 59
sec ds Ea 401 4 feet to an iron pipe; thence, North 88 degrees
25 s 6 s s East 480.58 feet to an iron pipe; thence,
North 19 e 9 sites 40 seconds East 353.75 feet to the
point o b i g cont. 9.6.6 acres as surveyed by: George L.
Lott, da O 990.

GUY T. CAY9
-SIGNATURES.
ov
STATE OF NORTH
COUNTY OF CUM]
MICHEAL BOWLBY, TRUS FOR LIBERTY
BAPTIST CHURCH OF SPRIN LAKE, INC.
: / (SEAL)
GEO ALLICK, TRUSTEE FOR LIBERTY
BAPTIST CHURCH OF SPRING LAKE, INC.
(SEAL)
ROBERT LAWRENCE, TRUSTEE FOR LIBERTY
BAPTIST CHURCH OF SPRING LAKE, INC.
(SEAL)
RICKY RE NOLDS, STEE FOR LIBERTY
' TIST CHURCH OF SPRING LAKE, INC.
GUY Tµ YTON
I, DOROTHY BROO1475ot
that GUY T. CAYTON, person
that in his presence MICHAAL B
RICKY REYNOLDS, executed the 0
TRUSTEES FOR LIBERTY BAPTIST C
WITNESSED MY HAND and
Expires: 06/21/97
North
The fi
Cumberland County, North Carolina, certify
me this day and being duly sworn and stated
r WA LICK, ROBERT LAWRENCE, and
Notary Public trot
,correct. This instrt
and recorded in i
This_2 L day
1NG,
ry of January, 1994.
certified to be
for registration
Min Pogekfi6.ros l�
19cf'f

CZip ltit) /111111In)
SOSID: 0323543
Date Filed: 4/6/2010 3:56:00 PM
Elaine F. Marshall
STATE OF NORTH CAROLINA North Carolina Secretary of State
DEPARTMENT OF THE SECRETARY OF STATE C201007500106
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of changing
its registered office and/or registered agent in the State of North Carolina.
The name of the entity is: L ; 6
150
La
Entity Type: ❑Corporation, ❑Foreign Corporation Nonprofit Corporation, []Foreign Nonprofit Corporation,
❑Limited Liability Company, ❑Forei Limited Liability Company []Limited Partnership, []Foreign Limited Partnership,
❑Limited Liability Partnership, []Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: I 6 D-J ♦2 e5w R Oqd
City, State, Zip Code: S O r i n e L a Kr— t p C Z 8190 County. t4 Ct r r P
The mailing address if different from the street address of the registered office currently on file is:
The name of the current registered agent is:
I. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street:
City, State, Zip Code:
County:
2. The trailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
OCT 1 6 20'1`
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
K. 4ndrip w I aLV/or 1 Bresido,-F-
Type or Print Name ofYew Agent Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the /D-'4dayof_ /r r ar04 20 0. L(6Q' F �a 1<is f C�Grc� of S ,n, ALA
nti Name
Signature
��. /�nnirCw�ast/Jr��[ (QSil�enl'
Type or Pr t Name and Title
Notes: Filing fee is 5.0 This document must be tiled witb the Secretary of State.
CORPORATIONS DIVISION P. 0. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

North Carolina Secretary of State
aKKKKK4
North Carolina
Elaine F. Marshall DEPARTMENTOF -rHE
Secretary SECRETARYOF STATE
Date: 7/17/2014
PO Box 29622 Rale gh, NC 27626-0622 1919)807-2000
Click here to:
View Document Filings i
PC, PLLC, LP and Non -Profit entities are not required to file annual reports.
Corporation Names
Name Name Type
NC LIBERTY BAPTIST CHURCH LEGAL
OF SPRING LAKE
Non -Profit Corporation Information
SOSID:
0323543
Status:
Current -Active
Effective Date:
4/22/1993
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Registered Agent
Agent Name:
TAYLOR, K ANDREW
Office Address:
1625 RAY RD
SPRING LAKE NC 28390
Mailing Address:
1625 RAY RD
SPRING LAKE NC 28390
Principal Office
Office Address:
NO ADDRESS
Mailing Address:
NO ADDRESS
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3617
http:/Am&w..secretary.state.nc.us/cuporatms/Corp.aspx?PiteMd=4642090 1/1

1
TRANSMITTAL
Date
8/18/14
Liberty Baptist Church
Reference
Worship Center Addition
(CDC# 13031)
Bill Diuguid, AICP, Planner
Contact
Stormwater Permitting
Land Quality Section
Company
Division of Energy, Mineral and
Land Resources I NCDENR
1612 Mail Service Center (Mail)
Address
512 N. Salisbury St, Raleigh, NC
27604 1 9tb Floor (Location & Parcels)
City & State
Raleigh North Carolina 27699-1612
Subject: Stormwater Management Permit Application
Dear Mr. Diuguid:
Please find the original sealed Stormwater Report (Calculations) cover sheet. Please give me a call at
[phone] if you have any questions. Thanks very much for your help with this project.
Sincerely,
Crawford Design Company
Kevin Lindsay, PE
1 ,
�l OCT 16 2014 I
RECEIVED
A11G 22 2014
DENR-LAND QUALITY
SToRMWATER PERMITTING
LANDSCAPL. ARCHITF_CTURF I ENGINE'.MRING I PLANNING
116 North Cool Spring Street Fayetteville, NC 28301 1 Ph: 910-221-0033I Pax: 910-221-0035

Ju.v 2014
WORSHIP CENTER ADDITION
LIBERTY BAPTIST CHURCH
STORMWATER REPORT
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6