SW4091001_HISTORICAL FILE_20091015

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 4-V421
-
DOC TYPE
❑CURRENT PERMIT
PAPPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

a
310 Simmons Road, Suite K
Knoxville, TN 37922
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Trans. mittal LDS Project:: Mocksville ND-156 & ND-157
To: Mike Randall
Address: North Carolina Department of Environment and Natural Resources
3800 Barrett Drive
Raleigh, NC 27609-
From: Lori DeRoos
Date: October.13, 2009 OCT 5
Re: Stormwater Management Permit Application
Stormwater Permit Application Form and attachments (1 original and 1 copy)
2 copies Site Plans
Review Fee (Check No. 00004439 in the amount of $505)
A

Wet Pond Calculations
Water Quality Treatment Volume
Volume = 3630 * Rd * Rv * A
Where Rd = Design Storm = 1 inch
Rv=0.05+0.9*1=0.05+0.9*0.3779
I = Impervious Portion 1 Drainage Area = 579,348/1,533,229 = 37.79 %
Ac = Area in Acres = 1,533,2291437560 = 35.19 acres
Volume = 3630 * 1.0 * [0.05 + 0.9 * (579,34811,533,229)] * 35.19 = 49,828 cf
Discharge Rate (cfs) for 2 to 5 days
Discharge Rate (2-5 days) = Water Quality Treatment Vol umel(secondslday)1(number of days)
D1: Discharge Rate (2 days) = 49,828 cf 1(86,200)1(2 days) = 0.289 cfs
D1: Discharge Rate (5 days) = 49,828 cf /(86,200)/(5 days) = 0.115 cfs
Orifice Size
D1 = 2.80 inch diameter
Q = CdA [2 g Ho] 11 0.5
A = 3.14 r 2 = 3.14 (0.1166) 2 = 0.043 sf
r = 1.4 inches112 incheslft = 0.1166 ft
Cd = 0.6
g = 32.2
Ho=(817-814)13=1.0
Q = 0.6 (0.043) [2 (32.2) (1.0)1" 0.5 = 0.207 cfs
Note: Q must be less than or equal to the pre -development discharge rate for the 1 year 24 hour peak
Surface Area (SA)
SA = DAM 00 * Ratio
DA = Drainage Area = 1,533,229 sf
Ratio from Table 10-1, 10-2, 10-3 or 10-4 is based on BUA, average depth, TSS and removal
BUA1 = 579,34811,533,229 = 37.79 %
SA = DAM00 * Ratio = 1,533,229 /100 * 1.61 (for 85%) = 24,531 sf or
SA = 1,533,2291100 * 2.32 (for 90%) = 35,571

The Hollingsworth Companies ND-156 and ND-157
Southpoint Business Park
Mocksville, NC
Wet Detention Basin Summary
The proposed development includes an onsite stormwater system which drains to the Wet
Detention Pond. The Wet Detention Pend consists of a forebay and main storage area.
The outlet pipe drains into a rip rap area. This area directs flow towards a concrete level
spreader and eventually to a 30' filter strip. All construction of the Wet Detention Pond
will be completed per NCDENR standards and specifications.

Dratted By; William E. Hall
Hall and Vogler, Attorneys at Law
181 S. Main St.
Mocksville, NC 27028
Davie County, North Carolina
Excise Tax Paid $ ''-fp .op
TAX `lW-01)
RECORDING TIME BK403FIG 011
003.112
riLED FOR ftEGI5TRATI4jN M.
"J"Uary 7, 2002 _4-.1
DATE TIME
AND ttECOtiDED IN BOOK 443 PAGED —
M, 13RENT SrHOEEGIS ,DRNCDF DEEDS
9YGy' Ccl1ts/ Asoistant
PROBATE AND FILING FEES PAID
Tax Block: (1 - 3 T Lot: dr`t' l t`1 Parcel Idemifter No.:
Property Address: Alien Road, M�ksville Township, Davit County
Mail after recording to: ^- ✓ - t � 75*-.
Mail future tax bills to: The Hollingsworth Companies, Two Centre Plaza, Clinton, Tennessee 37716
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this day of 20.7 , bX and between
GRANTOR GRANTEE
HOLLINGISS i0&TR G. P.
Joseph Carl Harris, as Trustee of the Harris Family Trust (Teaaessee General_ Partnership)
U1W J. Roy Harris, deceased; Victor L. Andrews and wife,
Bobbie Jean Andrews; William E. Hall and wife, Betty H.
Hall
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, in consideration of ten dollars and other valuable consideration ($10,00 and o.v,c.)
has and by these presents does grant, bargain, sell and convey unto the grantee a threc-fourths (3I4) undivided interest
in fee simple, all that certain lot or parcel of land in Davie County, North Carolina, Mocksville township, more
particularly described as follows:
•
"See Attached Exhibit A"
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging
to the Grantee a three -fourths (314) undivided interest in fee simple. And the Grantor covenants with the Grantee, that
Grantor is seized of the premises in fee simple, has the right to convey the same in fee simple, that title is marketable,
free and clear of all encumbrances, and that Grantor will warrant arid defend the title against the lawful claims of all
persons whomsoever, save and except easements, restrictions, and rights of way as appear of record, and city -county
ad valorem property taxes, prorated between the parties as of the date of delivery of this deed.
IN WITNESS WHEREOF the Grantors have set their hands and seals the day and
/year first above written.
(seal) 1y . lY (seal)
Willi,
illi . Hall Betty
`I H. 4all
(seal) o trtl-t� (seal)
Victor L. Andrews Bobbie Jean A rews
I
F cZ D -7 f, c5" OiiFC"I
(seal)
seph Ca Harris, as Trustee of the Harris PA; F t-9-� nv L wt 1p j
Family Trust [JJW I Roy Harris, deceased Ta; a-....
STATE OF NORTH CAROLINA - i County t y rL�y
Q • Y\' `+ " "` �, a Notary Public of F
County, NC, do hereby certify that William E. Hall and Betty H. Hall personally appeared before me
this day and acknowledged the execution of the foregoing deed of conveyance,
OFFICIAL SFri4
e '• �. f1 xu,n ne.�. yaw r..oirs
S S'zy ;f } Witness m hand and notarial seal this the ly� day of n �AVI@ti"pUNTy { y y ��,
i L ',ATHA A. iL 7Acg5 4 20 .
-.n Eapiros st7....1�,-r.w..d
Notary PuL4ic
Seal/Stamp My commission expires _ [ �- t J J 20

OK403PCU I a
STATE OF NORTH CAROLINA - I County tt
1, ��Qf�'%1Q�,ilL,�{� allotary Public of l Q
County, NC, do hereby ccrtify that Victor L. Andrews and Bobbie Jean Andrews personally appeared
before me this day and acknowledged the execution of the foregoing deed ofconveyance.
e OFFICIAL SEAL WOitryaA gty hand and notarial seal this the r — day of n%,K QA 4
ll�� LL�_
DAME COUNTY
sloe Expires
A.es ILDRES (� l�
MY Commis3lon Expirsa�-�
^ M Notary Public ~
Seal/Stamp My commission expires — 20
STATE OF NORTH CAROLINA - . V+ C County
`OFFICIAL 7:�
w,rr war-tq,
DAVIE OD
l WENOY S. KtNTZ
C mmi Ian � �a-o9. 1!
vNC S• 1'40 h G "Z , a Notary Public of U1 e
County, NC, do hereby certify that Joseph Carl Harris, in the fiduciary capacity noted above,
personally appeared before me this day and acknowledged the execution of the foregoing deed of
conveyance.
Witness my hand and notarial seal this the Zt' day of /LGiI l(CIYc!
20 0,&-- . T
VVt
My_ a a EW rev M� Notary Public 0
SeaVstamp My commission expires „ �u [ Ct ` aq _20 G aZ
The foregoing Ceniticate(s) of Martha A._ Chil resa & Venay-777oont:Z Nil 0 s Wan tertlTled to be correct. This the 7
day of January '2002
,(-� Sh f f a , , Register of Deeds for Davie County by:
C .lYt,C,i1�a j4sipt'Assis1ant
C 1

S
BK403PG019
"EXHIBIT A"
Beginning at a point in the centerline of Allen Road (SR 1304) thence proceeding S 4d 17'22" W,
28.47 to a T-bar, thence S 4d1722" W, 446.6T to a T-bar, thence S I d3l'57" W, 1600.00' to an
iron rebar; thence S 1 d3l'57" W, 256.0l' to an iron rebar, thence S 88d25'20" E, 410.00' to an iron
rebar, thence S 13d3613" E, 131.90' to an iron rebar; thence S 1305' 19" E, 443.12' to an iron pipe;
thence S 59d43 23" W. 89,94' to an iron pipe; thence S 22d2l'43" E. 373.66' to an iron pipe; thence
S 68d13' 12" W, 638,49' to an iron rebar, thence N 67d46 26" W 907,46' to an iron rebar near the
centerline of an existing creek; thence with the centerline of the existing creek as it meanders
approximately S 26d 16'33" W, 258.36' to a point; thence S 79d 12'0" W, 77.04' to a point; thence 5
40d19'5" W, 53.98' to a point, thence S S8d54'5" W, 192.48' to a point; thence N 71 d44'35" W,
66.69' a point; thence S 82d43'50" W, 223.45' to a point; thence S 54d27'40' W, 134,39, to a point;
thence S 28d20'30" W, 57.85' to a point; thence N 72d29'55" W, 95.13' to a point; thence N
63d41'4" W, 71.88' to a point; thence N 29dl 1' 15" W, 42.06' to a point; thence N 87d59'56" W.
29.35' to a point; thence N 30d3078" W. 130.68' to a point; thence N 14d24'43" E, 91.45' to a
point; thence N 7208'30" E, 32.26' to a point; thence N Odl3' 17" E, 107.83' Loa point, thence N
77d47147" W, 21.82' to a point; thence N 17d2l'40" E, 103.40' to a point; thence N 620571" E.
59.39' to a point; thence N 14d 15'37" W, 73.77' to a point; thence S 78d 12'46" W, 23.43' to a
point; thence N 24d2'49" W, 108.0l' to a point; thence N 74dl6'21" W, 40.56to a point; thence N
6d53'5I- E, 213.11' to a point; thence N 9d6'36" E. 147.72' to a point; thence N 430019" E,
71.52' to a point; thence N 1 ldT44" W, 76.14' to a point; thence N 804'45" E, 41.65' to a point;
thence N 78d47'5" E, 61.53' to a point; thence N 9d3 l' 15" E, 81.60' to a point; thence N 8d20' 18"
E, 42.63' to a point; thence N 47d43 26" W, 105.35' to a point; thence N 14d40'45" W, 45.0 V to a
point; thence N 1d5443" E, 60.36' to a point; thence departing from the creek and proceeding S
876916" E. 25,00' to an iron rebar, thence with the line of Amos Brown N 2d21' i 9" E. 1267.05'
to an iron rebar, thence N 2d2l'19" E , 35.06' to a point in Allen Road (SR 1304); thence
approximately with the centerline of Allen Road N 61d46'14" E, 90.83' to a point; thence about a
curve to the left (R-480') on a chord N 47d6'12" E, 243.08' to a point; thence N 32d26'10" E,
263.83' to a point; thence N 33d11'38' E, 163.05', to a point; thence about a curve to the right
(R=I52') N 56d40'27" E; 121.12' to the point of Beginning and containing approximately 81.889
acres as shown on a reap prepared by Grey Engineering, Inc of Mocksville dated 1/17101.
. For reference see: Deed Book 198-197; 103-693; 92-559, 556
TIeH - 14938.5
0

Hydrologic Soil Group —Davie County, North Carolina
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io
m N Meters
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N Feet
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USDA Natural Resources Web Soil Survey 2.2 6/8/2009
Conservation Service National Cooperative Soil Survey Page 1 of 4
35' 55' 57"

Hydrologic Soil Group —Davie County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Map Scale: 1:2,140 if printed on A size (8.5" : 11") sheet.
[ I
Area of Interest (AOq
The soil surveys that comprise your AOI were mapped at 1:24.000,
Soils
Please rely on the bar scale on each map sheet for accurate map
Soil Map units
measurements.
Soil Ratings
Source of Map: Natural Resources Conservation Service
(]
A
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
AID
Coordinate System: UTM Zone 17N NAD83
B
This product is generated from the USDA-N RCS certified data as of
the version date(s) listed below.
[]
BID
Sail Survey Area: Davie County, North Carolina
0
C
Survey Area Data: Version 7, May 22. 2007
CID
Date(s) aerial images were photographed: 6/20/2006
0
0
The orthophoto or other base map on which the soil lines were
Not rated or not available
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
Political Features
of map unit boundaries may be evident.
p
Cities
Water Features
Oceans
r
Streams and Canals
Transportation
Rails
yy
Interstate Highways
US Routes
Major Roads
Local Roads
USDA Natural Resources Web Soil Survey 2.2 6/8/2009
�� Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group —Davie County, North Carolina
Hydrologic Soil Group
.. Hydrologic � , :..
' Soil Group- Summary by Map Unit'= Davie County,.North Carolina '
Ma "unit symbol ',11Map
unit name
1,"; ",Rating
:.Acres inAOI , `
Percent ofA01 '
CeB2
Cecil sandy clay loam, 2 to 8
8
11.0
63.2°%
percent slopes, eroded
PaD
Pacolet sandy loam, 15 to 40
B
1.3
7.3°%
percent slopes
PcC2 _ �Pacoletsandy clay loam,8to B
5.1
29.5°%
15 percent slopes, eroded
Totals for Area of Interest
�— 17.4
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (AID, BID, and CID). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission,
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (AID, BID, or CID), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
USDA Natural Resources Web Soil Survey 2.2 6/8/2009
am Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Davie County, North Carolina
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff, None Specified
Tie -break Rule: Lower
USDA Natural Resources Web Soil Survey 2,2 6/8/2009
s Conservation Service National Cooperative Soil Survey Page 4 of 4

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Mickey, Mike
From:
Randall, Mike
Sent:
Tuesday, June 22, 2010 7:57 AM
To:
Homewood, Sue; Breck Bowlin
Cc:
Mickey, Mike
Subject:
RE: Mocksville, NC
The Phase II regulations call for a 30 foot setback for all BUA (including roads). You can grade and reseed within the 30
foot setback —just cannot have any BUA in the setback.
From: Homewood, Sue
Sent: Thursday, June 17, 2010 4:03 PM
To: Breck Bowlin
Cc: Mickey, Mike; Randall, Mike
Subject: RE: Mocksville, NC
Breck,
There are no specific buffers on Class C streams in Davie County, however, the industrial park has a Phase II Stormwater
Permit SW4091001. The stormwater permit should have setback requirements between impervious surfaces and
streams, but I did not issue that permit and I don't have a copy of it that I can find, so I suggest you talk to Mike Randall
in the stormwater unit and check with him, or refer to the permit if you have it. Let me know if you are still stuck after
t,Aing to Mike.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
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.
From: Breck Bowlin [mailto:[e-mail]]
Sent: Wednesday, June 16, 2010 9:31 AM
To: Homewood, Sue
Subject: Mocksville, NC
Sue,
Land Development Solutions worked with you on a project in the Southpoint Industrial Park located in Mocksville, NC
(Davie County). We are currently in the planning phase for other parts of the Industrial Park and the question has been
raised "How close to the creek can we work?" We are trying to determine how close can the paved road be to creek if it
parallels the creek. We are also trying to determine how close we can grade to the creek if the graded area is seeded
after construction?
Please see the attached sketch for clarification of the questions.
Any help or answers would be greatly appreciated.