SW6120805_HISTORICAL FILE_20121220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW U/Z ,Zff&r?5
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike Osoutheasternsoil.com
December 20, 2012
Mr. David Webb, PE
Rivers & Associates, Inc.
PO Box 929
Greenville, NC 27835
Re: Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for stormwater retention areas, Kingdom Hall Site, City of Raeford, Hoke
County, North Carolina
Dear Mr. Webb,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property. The purpose of the investigation was to
determine soil water table depths (SHWT). In addition, Ksat was to be provided at
varying depths for use with stormwater retention design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept. -
Oct. 1989, "A Constant Permeameter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Equations Approach for Measuring Hydraulic Conductivity."
Soils at this site are most similar to the Faceville and Duplin soil series (see attached
boring logs). Three borings were advanced to 8.0 feet. Seasonal High Water Table
(SHWT) as determined by evidence of colors of chroma 2 or less (and/or concentrations
of high redox mottles) was encountered at depths ranging from 42 to 96 inches below the
ground (see attached chart).
Three compact constant head permeameter (CCHP) tests were conducted at depths
ranging from 1.5 to 6.0 feet (typically 2.0 feet above SHWT). Measured Ksat rates
between 1.164 cm/hr and 1.727 cm/hr (0.458 in/hr and 0.680 in/hr).
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

The attached reap shows locations of sample points as well as Ksat locations. The
attached chart provides a list of measured rates at the soil boring sites.
I trust this is the information you require at this time.
Sincerely,
Mike Eaker
President
QO1L S
Cj4C ', \AEL D.
VX,
P�OWN C;

co
P.O. Box 9321
Fayetteville, NC 28311
X = Soil Boring/Ksat Location (Kingdom Hall Site)
Hoke County, NC .
US State Plane 1983 Scale 1:3,000 K-HALL.cor
North Carolina 3200
NAD 1983 (Conus) N 0 _ 350.0 1/20/2012
GPS PathfindereOffice
US Survey Feet � Trimble.
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike 0 southeasternsoil.com
Measured Ksat Rates, Kingdom Hall Site, Cole Avenue, Hoke County,
NC
Ksat
Ksat
Location
Depth in
cm/hr
in/hr
1
72
1.396
0.549
2
18
1.164
0.458
3
54
1.727
0.680
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike@ southeasternsoiLcom
Profile Description (SB 1), Kingdom Hall Site, Cole Avenue, Hoke County, NC
This map unit consists of well drained that formed in sandy and loamy sediment on
uplands. Slopes range from 0 to 2 percent.
A - 0 to 7 inches; yellowish brown (I OYR 5/4) loamy sand; weak fine granular structure;
very friable; common fine and few medium roots; abrupt smooth boundary.
Btl - 7 to 24 inches; red (2.5YR 5/8) clay; moderate medium subangular blocky structure;
firm; sticky, plastic; few fine and medium roots; gradual wavy boundary.
Bt2 - 24 to 42 inches; yellowish red (5YR 5/8) clay; moderate medium subangular blocky
structure; firm; slightly sticky, slightly plastic; gradual wavy boundary.
BC - 42 to 55 inches; yellowish red (5YR 5/8) sandy clay loam; common, distinct red
(2.5YR 4/8) mottles; massive structure; firm; brittle in place; sticky, plastic; gradual wavy
boundary.
Cl - 55 to 67 inches; yellowish brown (I OYR 5/8) and yellowish red (5YR 5/8) sandy
clay loam; few faint light gray (1 OYR 7/2) mottles; massive slightly sticky, slightly
plastic; gradual wavy boundary.
C2 - 67 to 96 inches; reddish yellow (7.5YR 6/8) and yellowish red (5YR 5/8) sandy clay
loam; few prominent light gray (I OYR 7/2) mottles; massive slightly sticky, slightly
plastic; gradual wavy boundary.
C3 - 96 to 100 inches; mottled reddish yellow (7.5YR 6/8), yellowish red (5YR 4/6) and
light gray (1 OYR 7/1) sandy clay loam; massive structure; firm.
SH WT @ 96 inches (1 OYR 7/ 1)
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NO 28311
Phone/Fax [phone]
Email [e-mail]
Profile Description (SB 2), Kingdom Hall Site, Cole Avenue, Hoke County, NC
This map unit consists of moderately well drained soils on uplands. These soils formed
in loamy marine sediments. Slopes range from 0 to 2 percent.
Ap - 0 to 8 inches; brown (1 OYR 4/3) loamy sand; weak medium granular structure; very
friable; many fine roots; abrupt smooth boundary.
Btl - 8 to 22 inches; yellowish brown (I OYR 5/6) sandy clay; weak medium subangular
blocky structure; friable; slightly sticky, slightly plastic; common fine roots; few clean
sand grains in pores; gradual smooth boundary.
Bt 2 - 22 to 42 inches; yellowish brown (I OYR 5/4) sandy clay; few, prominent
yellowish red (5YR 5/8) mottles; weak fine subangular blocky structure; firm, slightly
sticky, slightly plastic; few thin clay films on faces of peds; clear wavy boundary.
Bt 3 - 42 to 96 inches; mottled yellowish brown (1 OYR 5/4), light brownish gray (I OYR
6/2) and yellowish red (5YR 5/8) sandy clay; weak medium subangular blocky structure;
firm, sticky, plastic.
SHWT @ 42 inches (I OYR 6/2)
— 2(02. 5
j�_C"U = 2_ 59. O
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
Profile Description (SB 3), Kingdom Hall Site, Cole Avenue, Hoke County, NC
This map unit consists of well drained that formed in sandy and loamy sediment on
uplands. Slopes range from 0 to 2 percent.
A - 0 to 5 inches; dark yellowish brown (1 OYR 4/4) loamy sand; weak fine granular
structure; very friable; common fine and few medium roots; abrupt smooth boundary.
Btl - 5 to 20 inches; dark yellowish brown (I OYR 4/6) sandy clay loam; moderate
medium subangular blocky structure; firm; sticky, plastic; few fine and medium roots;
gradual wavy boundary.
Bt2 - 20 to 41 inches; yellowish brown (I OYR 5/6) sandy clay loam; moderate medium
subangular blocky structure; firm; slightly sticky, slightly plastic; gradual wavy boundary.
Bt3 - 41 to 58 inches; yellowish brown (I OYR 5/6) sandy clay loam; common, distinct
yellowish red (5YR 5/8) mottles; moderate medium subangular blocky structure; firm;
slightly sticky, slightly plastic; gradual wavy boundary.
BC - 58 to 78 inches; yellowish brown (1 OYR 5/6) sandy loam; common, distinct red
(2.5YR 4/8) mottles; massive structure; firm to friable; gradual wavy boundary.
Cl - 78 to 86 inches; mottled yellowish brown (I OYR 5/8) and light gray (I OYR 7/2)
sandy clay loam; friable; massive; pockets of sandy loam; slightly sticky, slightly plastic;
gradual wavy boundary.
C2 - 86 to 96 inches; mottled red (2.5YR 5/8), yellowish brown (I OYR 5/8) and light
gray (I OYR 7/ 1) sandy clay loam; massive.
SHWT @ 78 inches (I OYR 7/1)
SJ 12�Ae-Q_ = 2-(,3- A5
si-k:.4 I EA -QV. - Z S-7 . 0
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Lowther, Brian
From: David Smith[[e-mail]]
Sent: Tuesday, October 02, 2012 9:26 AM
To: Lowther, Brian
Subject: SW6120805 - Raeford Congregation Kingdom Hall
Follow Up Flag: Follow up
Flag Status: Completed
Brian,
I wanted to let you know that I intend to revise the plan based on our conversation to
provide storage for the runnoff of a 1" rain times 2.5 that will draw down in <5 days at Y.
Ksat and will show that the peak rate for the pre/post 1 yr 24 hr storm will be the same or
less.
I should be able to get you the updated package by the end of the week.
Thanks
David
David L. Smith, P.E.
6131 Fall Of Neuse Road, Suite 300
Raleigh, North Carolina 27609
[phone] Office
[phone] Direct
dsmitho riversandassociates.com
1

TO: NCDNR-Division of Water Quality
Stormwater Permitting
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
LETTER OF TRANSMITTAL
Date
Job No. 20 1135
September 17, 2012 'I
ATTENTION:
Brian Lowther, Environmental Engineer
SUBJECT:
Raeford Congregation Kingdom Hall
Phase 2 Stormwater Plan
SW6120805
WE ARE SENDING YOU Attached ❑ Under Separate Cover via
❑ Shop Drawings ❑ Prints ❑ Plans ❑ samples
❑ Copy of Letter ❑ Change Order ❑ Other
Mail
❑ Specifications
the following items:
COPIES DATE No. DESCRIPTION
2 9/14/2012 Construction Plans
2 6/25/2012 -- Revised Calculations
4 9/14/2012 Revised - Infiltration Supp. (2 each BFM'�� �J
SEP 1 9 2012 j
THESE ARE TRANSMITTED as checked below:
❑✓ For Approval ❑ Approved ❑ Resubmit copies for approval
❑ For Your Use ❑ Approved as Noted ❑ Submit copies for distribution
❑ As requested ❑ Disapproved ❑ Return copy with approval
❑ For Review and Comment ❑ Other
REMARKS
We have revised the basins based on your comments. 2.5 times treatment volume (simple method)
will infiltrate in less than 5 days at 0.5 times Ksat. Minor plan changes also required to meet calculated
requirements. Thanks , David L. Smith, P.E
919-861-6257
RIVERS & ASSOCIATES, INC.
COPY TO Mr. Verne Thoren SIGNED:
If enclosures are not as noted, kindly notify us at once David L. Smith, PE
[e-mail]
6131 Falls of Neuse Road, Suite 300 ` Raleigh, North Carolina 27609 ` [phone] ' FAX [phone]
107 East Second Street ' Post Office Box 929 " Greenville, North Carolina 27835 ' [phone] ` FAX [phone]

North Carolina
Beverly Eaves Perdue
Governor
APW
s1�sra�
NC®ENR
Department of Environment and
Division of Water Quality
Charles Wakild, PE
Director
August 31, 2012
Mr. David L. Smith, PE
Rivers and Associates, Inc.
6131 Falls of the Neuse Road, Suite 300
Raleigh, NC 27609
I,i ' . F.' I' ' :gyp
SEP 0 5 2012
Natural Resources DWQ
Subject: Request for Additional Information
Stormwater Project No. SW6120805
Raeford Congregation Kingdom Hall
Hoke County
Dear Mr. Smith:
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application and
additional information for the subject project on August 24, 2012. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stormwater
review:
1. An offline bypass and a properly designed vegetated filter are required from the overflow of all infiltration
systems. However, this requirement may be difficult to meet on some sites due to topographic or space
constraints. For sites that have difficulty meeting this requirement, options are available for waiving of the
offtine bypass and vegetated filter trip by permitting the system under the alternative design criteria in
NCAC 2H .1008(h)'. The design submitted looks to try and waive both these requirements by designed for
the 10 year 24hr storm event. The event must be infiltrated without discharging using an infiltration rate
of one-half of the infiltration rate reported in the soils report. The submitted calculations do not use one-
half of the infiltration rates. Please revise the calculations and update the design if needed. Other
options are still available to waive these requirements (see BMP Manual Chapter 16).
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to September 17, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone].
Sincerely,__
Brian Lowther
Environmental Engineer
cc: Fayetteville Regionai:Office
—DVVEK-eAtcal Files
3'►CitaQpS
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 5i2 N. Salisbury St. Raieigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: w*w.ncwaterquality.crg
An Fnimi nnnnrton4v 1 Affwmativo Artinn Fmnlnvar
No�rthCarolina
Naturally .

I
Lowther, Brian
From: David Smith[[e-mail]]
Sent: Friday, September 07, 2012 3:29 PM
To: Lowther, Brian
Subject: Re: Add Info for SW6120805 - Raeford Congregation Kingdom Hall
Attachments: Raeford-Supp-Calc. pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Brian,
Attached is a pdf showing the output from routing a 10 yr 24 hr storm through Basin 1. The
only issues/questions I may have are:
The TR55 volume calculated was 8082 CF vs 10,193 CF (simplified method) shown on the first
page. I can play with a longer Tc to get a higher volume from TR55 but it is set at 10
minutes now which seems reasonable to me.
I show drawdown in 5 days AFTER the 24 hr storm (that is not 5 days from the beginning of the
storm). The BMP Manual is not crystal clear on -the drawdown measurement when dealing with a
lengthy duration storm. Do you think I can show it htis way?
Please call me when you have a chance. 919-861-0-6257 Thanks
David
David L. Smith, P.E.
6131 Fall Of Neuse Road, Suite 300
Raleigh, North Carolina 27609
[phone] Office
[phone] Direct
dsmithpriversandassociates.com
>>> "Lowther, Brian" <brian.lowther(@,ncdenr.gov> 8/31/2012 11:27 AM >>>
David,
Attached is the addition information letter for this project. Let me know if you have any
questions.
Brian
Brian C Lowther, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
[phone]
brian.lowther(@ncdenr.eov<httDs://mail.nc.eov/owa/redir.asDx?C=2fb53b82e9334a959d9e84736d5b765
7&URL=mailto%3abrian.lowther%40ncmail.net>
http://portal.ncdenr.org/web/wq/ws/su<https://mail.nc.gov/owa/redir.aspx?C=2fb53b82e9334a959d
9e84736d5b7657&URL=httD%3a%2f%2foortal.ncdenr.ore%2fweb%2fwa%2fws%2fsu>
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties unless the content is exempt by statute or
other regulation.

RIVERS & ASSOCIATES, INC.
Engi veers/Plan ners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
I' l [phone] FAX [phone]
JOB
SHEET NO.
CALCULATED BY
DATE
CHECKED BY DATE
ecep c

Hydrograph Plot
WF 6AScrJ I
Hydraflow Hydrographs by Intelisolve
Friday, Sep 7 2012, 12:37 PM
Hyd. No. 2
Basin1
Hydrograph type
= Reservoir
Peak discharge
= 0.030 cfs
Storm frequency
= 10 yrs
Time interval
= 5 min
Inflow hyd. No.
= 1
Max. Elevation
= 262.57 ft
Reservoir name
= Basin 1
Max. Storage
= 8,082 cult
Storage Indication method used. Hydrograph Volume = 9.468 cult
Elev (ft)
264.00 -
263.00 -
262.00 -
261.00 -
260.00
0 13 27
1. Basin 1
Basinl
Hyd. No. 2 -- 10 Yr
2 4
1 l S
the-
161
17g,A'.5
O-J"
4�
0"
m
40 53 67 80 93
Elev (ft)
264.00
263.00
262.00
261.00
- 260.00
107 120 133 147
Time (hrs)

Pond Report
Hydra Row riydrographs by Intelisolve Friday, Sep 7 2012. 12:50 PM
Pond No. 1 - Basin 1
Pond Data
Pond storage is based on known contour areas. Average end area method used,
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area (sgft)
Incr. Storage (tuft)
Total storage (cuff)
0.00
260.00
1,872
0
0
0.01
260.01
1,872
19
19
1.00
261.00
2,711
2,269
2,287
1.50
261.50
3,174
1.471
3,759
2.00
262.00
3.721
1.724
5,482
3.00
263.00
5,417
4,569
10,061
4.00
264.00
7,500
6.459
16,510
Culvert 1 Orifice Structures
Weir Structures Vr- SPI+--�••�Ar`(
[A]
[B]
[C]
[D]
[A] [BI [C]
[D]
Rise (in)
- 0.00
0.00
0.00
0,00
Crest Len (ft)
= 15.00 0.00 0.00
0.00
Span (in)
= 0.00
0.00
0.00
0,00
Crest EI. (ft)
= 263.00 0.00 0.00
0.00
No. Barrels
= 0
0
0
0
Weir Coeff.
= 2.60 0.00 0.00
0.00
Invert El. (ft)
= 0.00
0.00
0.00
0.00
Weir Type
= Broad --- ---
---
Length (ft)
= 0.00
0.00
0.00
0.00
Multi -Stage
= No No No
No
Slope (%)
N-Value
= 0.00
= .000
0.00
.000
0100
.000
0,00
.000
K I Z
T
Orif. Coeff.
= 0.00
0.00
0.00
0,00
Multi -Stage
= rile
No
No
No
ExfiltraUon = 0,275 inthr (Contour) Tailwater Elev, = 0.00 ft
Now CulwV0drice outflows havo been analyzed under In'at and a,del control,
Stage 1
Stage
Storage / Discharge Table
Storage Elevation Clv A
Clv B Civ C Civ D Wr A Wr S
Wr C Wr D Exfil
Total
ft
tuft
ft efs
cfs cfs cfs eh cfs
cfs cfs cfs
cfs
0.00
0
260.00 -
- - _-- 0.00 -
- --- 0.000
0.00
0.01
19
260.01 -
- _-- 0.00 -
- - 0,012
0.01
1.00
2,287
261.00 -
- - 0.00 -
- - - 0.017
0.02
1.50
3,759
261.50 --
- - --- 0.00 --
- --- 0.020
0.02
2.00
5,482
262.00 -
- - - 0.00 -
-- --- 0.024
0.02
3.00
10,051
263.00 -
- --- 0.00 -
-- - 0.034
0.03
4.00
16,510
264.00 -
- - 39.00 -_
-- _ 0.048
39.05
35

Hydrograph Plot
Hydrafiow Hydrographs by Intelisolve
Hyd. No. 1
Basin 1
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs <-
Drainage area
= 0.901 ac
Basin Slope
= 0.0 %
Tc method
= USER
Total precip.
= 5.45 in
Storm duration
= 24 hrs <--
Basin 1
Friday, Sep 7 2012. 11:25 AM
Peak discharge = 3.506 cfs
Time interval
= 5 min
Curve number
= 77.9
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 10.00 min
Distribution
= Type II
Shape factor
= 484
Mydrograph Volume = 9,469 tuft
jD y�z ?,+ t;w. in! v oFf-
Q (cfs) Q (cfs)
Hyd. No. 1 -- 10 Yr
4.00 - 4.00
3.00 - - 3.00
2.00 - 2.00
1.00 1.00
0.00 - - 0.00
0 3 5 8 10 13 15 18 20 23 25
Time (hrs)
Hyd No. 1

1
1
Hydrograph Report
Hydra Bow Hydrographs by Intelisolve
Hyd. No. I
Basin 1
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs e--
= 0.90 ac
= 0.0 %
= USER
= 5.45 in <--
= 24 hrs e .
Hydrograph Discharge Table
-FkS3 J L- -
Friday, Sep 7 2012. 11:25 AM
Peak discharge = 3,506 cfs
Time interval
= 5 min
Curve number
= 77.9
Hydraulic length
= Oft
W it- 44 Ar- Time of conc. (Tc)
= 10.0 min
&Ax' ? Distribution
= Type Il
Shape factor
= 484
Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs)
ZA t4f-
Jo P1%' ofe
)h Volume = 9,469 tuft
( Pdnled values �= 1% of pp.)
Time - Outflow
(hrs cfs)
9,92
0.037
12.75
0.307
15.58
0.105
18.42
0.068
10.00
0.039
12.83
0.288
15.67
0.102
18.50
0.068
10.08
0.042
12.92
0,273
15.75
0,100
18.58
0.067
10.17
0.046
13.00
0.258
15.83
0.098
18.67
0,066
10.25
0.049
13.08
0.243
15.92
0.096
18.75
0.065
10.33
0.054
13.17
0.230
16.00
0.094
18.83
0.064
10.42
0,058
13.25
0.220
16.08
0.092
18.92
0,064
10.50
0.063
13.33
0.211
16.17
0.090
19.00
0.063
10.58
0.068
13.42
0.202
16.25
0.089
19.08
0.062
10.67
0.073
13.50
0.194
16.33
0.088
19.17
0.061
10.75
0.080
13.58
0.186
16.42
0.087
19.25
0,060
10.83
0.088
13.67
0.178
16.50
0.086
19.33
0.060
10.92
0.096
13.75
0.171
16.58
0.086
19.42
0.059
11.00
0.104
13,83
0.165
16.67
0.085
19.50
0.058
11.08
0.114
13.92
0.159
16.75
0.084
19.58
0.057
11.17
0.127
14.00
0.153
16.83
0.083
19.67
0.056
11.25
0.143
14.08
0.147
16.92
0,083
19.75
0.056
11.33
0.162
14.17
0.142
17.00
0.082
19.83
0.055
11.42
0.183
14.25
0.139
17.08
0.081
19.92
0.054
11.50
0.205
14,33
0.137
17.17
0.080
20.00
0.053
11.58
0.270
14.42
0.135
17.25
0,079
20.08
0.052
11.67
0,471
14.50
0.133
17.33
0.079
20.17
0.052
11.75
0.855
14.58
0.130
17.42
0.078
20.25
0.051
11.83
1.513
14.67
0.128
17.50
0.077
20.33
0.051
11.92
2,675
14.75
0.126
17.58
0.076
20,42
0.051
12.00
3.506 «
14,83
0,124
17,67
0.075
20.50
0.051
12.08
2,946
14.92
0.122
17.75
0.075
20.58
0.051
12.17
1.799
15.00
0.120
17.83
0.074
20.67
0.051
12.25
0.912
15.08
0.118
17.92
0.073
20.75
0.051
12.33
0.579
15.17
0.115
18.00
0,072
20.83
0.050
12.42
0.513
15.25
0.113
18.08
0.072
20.92
0.050
12.50
0.446
15.33
0.111
18.17
0.071
21.00
0.050
12.58
0.384
15.42
0.109
18.25
0,070
21.08
0.050
12.67
0.337
15.50
0.107
18.33
0.069
21.17
0.050
Continues on next page...

TO: NCDNR-Division of Water Quality
Stormwater Permitting
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
COPIES
DATE
2
8/10/2012
2
6/25/2012
2
6/25/2012
4
8/10/2012
1
1
8/14/2012
LETTER OF TRANSMITTAL
Date
Job No, 2011135
August 23, 2012
ATTENTION:
Laurie Dennison
SUBJECT:
Raeford Congregation Kingdom Hall
Phase 2 Stormwater Plan
❑� Attached ❑ Under Separate Cover via
❑ Prints ❑ Plans ❑ Samples
❑ Change Order ❑ Other
Mail
❑ Specifications
No. DESCRIPTION
I Construction Plans
THESE ARE TRANSMITTED as checked below:
7 For Approval
❑ For Your Use
❑ As requested
❑ For Review and Comment
REMARKS
the following items:
-- SWU-101-Orig + copy
Operation and Maintenance Agreements(1 each BMP)
Infiltration Supp. (2 each BMP)
Soil Report
Check for $505.00
❑ Approved ❑ Resubmit copies for approval
❑ Approved as Noted ❑ Submit copies for distribution
❑ Disapproved ❑ Return copy with approval
❑ Other
Please do not hesitate to call or email me.
[e-mail]
919-861-6257
AUG 2 4 ZQ�z
DENR - WA ER
��da d a.,.....-_ �'� TY
RIVERS & ASSOCIA
COPY To Mr. Verne Thoren SIGNED:
L)Z4—
If enclosures are not as noted, kindly notify us at once David L. Smith, PE
dsmith I
6131 Falls of Neuse Road, Suite 300 " Raleigh, North Carolina 27609 ' [phone] ' FAX [phone]
107 East Second Street ' Post Office Box 929 ' Greenville, North Carolina 27835 ` [phone] ' FAX [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. David L. Smith, PE
Rivers and Associates, Inc.
6131 Falls of the Neuse Road, Suite 300
Raleigh, NC 27609
Dear Mr. Smith:
Division of Water Quality
Charles Wakild, PE
Director
August 31, 2012
Subject: Request for Additional Information
Stormwater Project No. SW6120805
Raeford Congregation Kingdom Hall
Hoke County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application and
additional information for the subject project on August 24, 2012. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stormwater
review:
1. An off line bypass and a properly designed vegetated filter are required from the overflow of all infiltration
systems. However, this requirement may be difficult to meet on some sites due to topographic or space
constraints. For sites that have difficulty meeting this requirement, options are available for waiving of the
offline bypass and vegetated filter trip by permitting the system under the alternative design criteria in
NCAC 2H .1008(h).. The design submitted looks to try and waive both these requirements by designed for
the 10 year 24hr storm event. The event must be infiltrated without discharging using an infiltration rate
of one-half of the infiltration rate reported in the soils report. The submitted calculations do not use one-
half of the infiltration rates. Please revise the calculations and update the design if needed. Other
options are still available to waive these requirements (see BMP Manual Chapter 16).
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this office prior to September 17, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone].
Sincerely,_
P -=C2
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
DVifteorrtral Files
5wc rZ o8a5
Wetlands and Stormwater Branch
1617 Mall Service Center, Raleigh, North Caraiina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone:[phone] FAX: 91M07-5494
Internet: wv w.ncwaterqualq org
An Fniini nnnnrtnnily 4 Affirmafivo Ar. inn Fmnlnvar
One
NorthCarolina
Naturally

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any 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, N.C. Department of Environment and Natural Resources. (Please type or print and, if C�
the question is not applicable or the e-mail and/or fax information unavailable, ptaco N/A in the blank.)
Part A.
1. -Project (Jame
DENR- FRCS
2. Location of land -disturbing activity: County HOKE City or Township RAEFORDAUG 2 t ltt
Highway/Street 529 WEST COLE ST. Latitude 34,9739 Longitude •79:2447
3. Approximate date land -disturbing activity wilt commence:_ JULY 15, 2012
4. Purpose'of'deve€opment (residential, commercial, industrial, institutional, etc): COMMERCIAL
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1,6 AC
6. Amount of fee enclosed: $ 130.00. The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name VERNE L. THOREN E-mail Address VERNETHOREN(@NC.RR.COM
Telephone [phone] Celi # 919-610-7301 Fax # [phone]
9, ' ''Laridowner(s)'of Record (attach accompanied page to list additional owners):.
.,"�ENGLISH CONGREGATIONAL OF JEHOVAHS
WITNESSES RAEFORD NORTH CAROLINA -INC - 910-848-5301
Name Telephone Fax Number
108 SOUTH ROBERTS STREET 108 SOUTH ROBERTS STREET
Current Mailing Address Current Street Address
RAEFORD NC 28376 RAEFORD NC 28376
City State Zip City State Zip
10. Deed Book No. _ 964- Page No; 124 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
CONGREGATIONAL OF JEHOVAHS
WITNESSES RAEFORD NORTH CAROLINA, INC LARRYATRAEFORDCr�YAHOO.COM_
Name E-mail Address
108 SOUTH ROBERTS STREET 108 SOUTH-RV`LETS STREET
Current Mailing Address Current StraSA� re _sl�J
RAEFORD NC 28376 RAEF.O.Qb kT �N* 28376
City State Zip City F .c .' State Zip
16
Telephone [phone] Fax Number 0 11 3

i
2. (a) If the Financially Responsible Party is nova resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name ; . E-mail Address
Current Mailing Address 'y
City ' , I ate Zip
Telephone', ,
Current Street Address
City State' _ Zip
Fax Number
(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 Carporation, give name and street address of the Registered Agent:
LARRY SMITH _ _ [e-mail]�
Name of Registered Agent E-mail Address
108 SOUTH ROBERTS STREET 108 SOUTH ROBERTS STREET
Current Mailing Address Current Street Address
RAEFORD_ f�_ C 28376
City State Zip
Telephone [phone] - 61
RAEFORD_ NC 28376.
City State Zip
Fax Number
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
the 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.
LARRY SMITH
Type or print name
_reul
------------- ------------------ ----------.:f _--_--------------
REGISTERED AGENT
Title or Authority
Date
a Notary Public of the C unty of &!F-
State'of North Carolina, hereby certify that appeared
personally before me this day and being duly sworn cknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this �S- day of _ i + 20 1 _�--
Seal
�' .=
ps"
C C.
Notary
My commission expires -7-,q &' 3 / dJ

;K J5'4-a )e v
tV J!:f> 6 W f Aelk
V First Submittal ❑ Re -submittal
Development/Project Name: &-'
Receiving stream name a o s
River Basin: Lu .., L_
Application Completeness Review
ite Rsceived: rz Date Reviewed:
. - !_ • A
By Bill Diuguid
lassification: C^51w
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-1, 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
Management Strategy.
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): At 1A_
Latitude and Longitude: l Jurisd ction
Project Address: Es'o A 2 S m ,te/Y
Engineer name and firm: b �' o
Phone: f B(o!—( 2S7 Email: _ d6,x*JA_82
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? Yes or P No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets High Density ❑ Other
4A-.B- 401/404 impacts surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
�3 .BUA Z 7.
<,�.Check for $505.00 included `
o/ iginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/tnanager,
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.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.
❑ XSo
subdivided projects, a signed and notarized deed restriction statement
Baled, signed & dated calculations
Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
Cj amass Swale
nfiltration Basin-©
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
W Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
arrative Description of stormwater management provided
ils report provided
r,►' Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property Afp W.C- -Agri
Details-forthe- roads -,parking-area -cukde-sac-radii,-sidewalk-widths;-curb-and-gutter;- -
Dimensions & slopes provided
j,'Drainage areas delineated C] Pervious and impervious reported for each ❑ Areas of high density
BMP operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid