19980769 Ver 1_COMPLETE FILE_19980818

FREELAND and KAUFFMAN, INC.
ENGINEERS - LANDSCAPE ARCHITECT5
February 11, 2000
To: Todd St. John
From: Charles A. Garcia
Re: Wal-Mart SuperCenter #2793
Harmon Mill Centre
Kernersville, North Carolina
Affiliate
Freeland-Kauffman
and Fredeen, Inc.
Bentonville, Arkansas
Enclosed is the revised and executed Wet Detention Basin Operation and
Maintenance Agreement for the above referenced project in Kernersville, North
Carolina. I have also enclosed a copy of the original maintenance agreement for
this project for your convenience. Please provide us with written confirmation that
the permit has been transferred to the responsibility of Wal-Mart Stores, Inc. as
soon as possible. Thank you for your assistance.
0
J- if lJ COroi('
,.. it
?
1 f

209 West Stone Avenue - Greenville, South Carolina 29609 - Telephone [phone] - Fax [phone]
Permit No. # 9 8 0 7 6 9
(to be provide y D
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management p ansu mittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Harmon Mill Centre (Wal-Mart Store #2793)
Contact Person: JJ FF DcaSS Phone Number: ( 5 01 ) 273- 8 7
For projects with multiple basins, specify which basin this worksheet applies to: N/A
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA1 used
Diameter of Orifice
Design TSS Removal
900 ft.
904 ft.
906.17 ft.
42,035
40.6 ac.
31.7 ac.
128,800 cu. ft.
256,727 cu. ft.
22,375 cu. ft.
2.27
3.0
+85/ %
H. REQUIRED ITEMS CHECKLIST
(average elevation of the floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
sq. ft.
Form SWU-102 Rev 1/August 1998 Page 1 of 3
a. The temporary pool controls runoff from the 1 inch storm event.
b. The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
j. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to empty the basin.
;. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
i. The temporary pool draws down in 2 to 5 days.
A trash rack is provided for both the overflow and orifice.
The forebay volume is approximately equal to 20% of the total basin volume.
:. Sediment storage is provided in the permanent pool.
A 304oot vegetative filter is provided at the outlet2 (include erosive flow calculations)
a. Recorded drainage easement for each basin including access to nearest right-of-way.
i. A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check to be performed after every storm event is specified in the O&M plan.
Specific clean-out benchmarks are specified in the O&M plan (elevation or depth).
A legally responsible party is designated in the O&M plan3 (include name and title).
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
1 when using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.
3 The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay, non-integrated pretreatment
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) X does ? does not incorporate a vegetated filter.
This system (check one) ? does does not incorporate non-integrated pretreatment.
Maintenance activities shall be performs as follows:
After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev 1/August 1998 Page 2 of 3
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
I Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is: 4
The sediment removal benchmark ep is: 3
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: ?,JE FF?E? SS `I L- I?Ai?T 57-0 S
Address: Z Op
111_t_ . 7Z 1 I Z
Phone: 5pl 2 7? y -29)7
Title:
Signature:
Date:
a Notary Public for the State of _/?IrA-a,A6re 1 ,
County of gr2P rr/ , do her by certify that T ICi^E'v? ?q d
personally appeared before me this -day of d/Y,la 2q , *0Q,000 , and acknowledge the
due execution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
SEAL' LINDA KELLY
My commission ex fires NOTARY PUauc - STAYS OF ARKANOM
P _ - - X 00 k4y COW-BStON exP ES: of-99.M
RF-krm,N, C01-INTy
Form SWU-102 Rev I/August 1998 Page 3 of 3
NCDEHNR WIRO Fax:[phone]
Mar 17 '98
POND MAriTEN CE REQUIR -TS
Project Name: Harmon i I'L Cent--re
10:51 P. 02
Permittee: Wyatt Development Company, Inc. (Bo Murphy)
Address: 1 080 * Silver. Bluff Road Aiken, SC 29801 PhoneNo.( 803) 649-3975
I. Monthly, or alter every runoff producing rainfall event, whichever comes.rM.
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear -.the orifice of any obstructions. If a pump is : used as the draw.down
mechanism, pump operation will be checked. A log of test runs of the pump will be. kept
on site and made available to DWQ personnel upon request.
C. Inspect the'pond side slopes and grassed inlet swales; remove trash;; and repair eroded areas
before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, _ erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
II. Quarterly (Four times a year):
A. Inspect the collection system (ie. catch basins, piping, grassed, swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and piping
will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. semi-annually (twice a year):
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. '.Theforebay depth will be checked at various points. Sediment removal is required when the
;depth :is reduced to 75 % of the original forebay design depth of ' 4 ' .
C. Grassed swales, including the-vegetab d filter if applicable, will be reseeded twice a year as
necessary.
NCDEHNR WIRO Fax:[phone] Mar 17 '98 10:52 P.03
i
2014D MAINTENANCE REQ - S
PAGE 2
IV. -Annually (Once -a year):
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75 % of the ori&al design depth or 3', whichever is greater. Design
depth is a ', measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A_ Mowing of the side slopes will be 4-6complisbcd according to the season. Maximum grass
height will be 6". i
B. Gattaiis are encouraged along the pond.perimeter, however they will be removed when they
cover mom tl=1/2 the surface area of the pond. The best time to cut them is at the end of
the growing season, in November. Environmentally sensitive chemicals for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. ;If drawdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice. Slow
drawdown may be attributed to a clogged system. The source of the clogging will be found
and eliminated.
D. All components of the detention pond system will-be kept in good worldng order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:

e-14R.017111. , hereby acknowledge that I am the financially
rly}
(ptewe prm or type "Mae
reTon'le party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance as `outlined above, as past of the Stormwater Management Permit received for this project.
- C6J;w Date: 1
Signature: P=l??
/2Z7,04
RVVOea 2/25/97
i
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
e0?
Own% A. Preston Howard, Jr., P.E., Director
NCDENR
DIVISION OF WATER QUALITY
September 30, 1998
Mr. Bo Murphy
Wyatt Development Company, Inc.
PO Box 6689
Aiken, SC 29801
Subject:
Stormwater Ponds
I-40 and S. Main St.
Commercial development
Forsyth County, NC
DWQ# 980769
Dear Mr. Murphy:
This Office is in receipt of the plans dated August 17 & 18, 1998 for the stormwater
management ponds at the subject facility prepared on your behalf by Freeland and Kauffman,
Inc., and submitted to the Division on August 26, 1998. Staff from the Wetlands Unit reviewed
the plans and found them acceptable.
If you have any questions regarding this matter, please contact Mr. Todd St. John at (919)
733-1786 ext. 261.
W
cc: Mr. Todd St. John, Wetlands Unit
Regional Office
4401 Reedy Creek Road, Raleigh, NC 27607
An Equal Opportunity Affirmative Action Employer
ld?
Dorney
Is Unit Sup iso
Telephone [phone] FAX [phone]
50% recycled/ 10% post-consumer paper
FREELAND and KAUFFMAN, INC.
ENGINEERS • LANDSCAPE ARCHITECTS
209 West Stone Avenue Job t1A ?'lAF A014 WI1 1 ?{`1
Grrenville, South Carolina 29609 W (/?? C/ Job No. 96-041
/A, date
Teiephone 664-233-5497 Computed by L/i
Fax [phone]
2EFEF;ENCE Calculation For:
Q = o. cv ?n= gO625 -904-0= 2. Z5
0•"1 l""I = o. A 2(3z.2)C? .25 : • A= O. oqq = . z
• ?1=0.032• r=o.I2,FT ••-4.z7„
0% -4•?
IM?vtouS A
A%jtAs owp'M = 4'
'/M: USE 2.21 To 8E e-OV SERVATNe (-I.-/-)
A -Cb
I CO
? g3,6c.o = 5314115 51F 1U>zED 6i3XPk.E Rv = o. ?3Iq KRO?
ike 0-05 +D.Coq (T)
..el&-4:?i?1? YbOL Foe I" RAI t?Fkll.
I.. OAA14 * 1 " 54•n8 = 2.85 ? •1=t = 123,835 LF (EL °1 .25
IAIS ?s To FvgE Kt"lE*sED ov?R jk- Pe?-mg) of z to s tA45.
Z U)Ms = vnibm mac. o 1z3,9'f 0117 GF5
1-721%00
IISIrA& THE O RLC EQ"- cV-\'
G?.
fl??C•?) 2(•?(azs? = 0.'112 Z 4 p7i"1 •• o>%
%
1 ?f - *- IZ3,935 CF 1 D_
As = 2.02 D• -S
O "1 I 1 8(o?4CO 56C-
Sheet 1 of Z
?' I) u u I Checked By Date
IALI 11
FREELAND and KAUFFMAN, INC.
ENGINEERS • LANDSCAPE ARCHI7-ECT5 '' ,,,??? n
209 West Stone Avenue Job 4gr 1? t4 IAjLI, CENTRE Job No. 98•`'/? ?' Date IZ?? Q
U
G,oenville, South Carolina 29609
lone 864-233-5497 E ' 1 Com utea B
t-o64-233-8915 p y
n,' /kLL Checked By Date
REFERENCE I Calculation For: W{?tTw- GLUT C'dLA.TiONS Discipline:
RAD kRFA J yo WtAP- e-AART
GUNAT1ON ftA"I-h qleAfb xi \jcw eo
900 V I-m O O
101 32,5010 341810 O
90Z ,61015 45,crio O
qo3 4AOIZ 1041523 0
qo4 9015W 151,57-0 O
9a5 54151m O 521551
Sao %Iwl O 935 -?ogtms
123
9cr1 b21-18i O 1
SL 9046 25 I (A, blco
l 1CF14 O 21641143

9aq
11,481.
O I
3o4,OV
910 "1to co 1 O 3-ni'Vo2
Sheet I- of 2-
Permit No.
(to be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Harmon Miii Centre
Contact Person: Charles A. Garcia Phone Number: ( 864) 672-3430
For projects with multiple basins, specify which basin this worksheet applies to: N /A
Basin Bottom Elevation 900 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 904 ft. (elevation of the orifice)
Temporary Pool Elevation 9 0 5. 7 2 ft. (elevation of the discharge structure overflow)
Permanent Pool Surface Area 50,580 sq. ft. (water surface area at the orifice elevation)
Drainage Area ac. (on-site and ofi-site drainage to the basin)
Impervious Area 3 4. 9 3 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 151 , 320 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 9 3 , 0 5 4 cu. ft. (volume detained above the permanent pool)
Forebay Volume 22,375 cu. ft.
SAtDA1 used 2.27 (surface area to drainage area ratio)
Diameter of Orifice 3.75 in.
Design TSS Removal 85 % (85% TSS removal required, see item k below)
H. REQUIRED ITEMS CHECKLIST
i ne following checklist outlines design requirements per the Stormwater Best Management Practices manual
;N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008.
initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met. attach justification.
7
orm SWU-102 Rev 1/August 1998
Page 1 of 3,
FREEUAND and KAUFFMAN, INC.
ENGINEERS • LANDSCAPE ARCHITECTS
209 West Stone Avenue
Greenville, t Asm''^_ M?w LEt?TRE
Greenville, South Carolina 29609 Job ??Q Job No. X18• ?/I,'- Date iZ•'u.'%
Telephone [phone] V'im` Ams-\11"j Computed B C.i?G?
Fax [phone] Y
Checked By Date
REFEKENCE Calculation For: wlkisy- 4l1A"T( ZAL4ALjmcAs Discipline:
ASsa*s DEPTI.1 = 41
5qoA ' hlE WI U- 1156 2 • zl -to 5e Go?VAri/E ("kry°
40? Zino ` ' 4o,14ta SF P.t4
=7• LI
43? S?RFA,CE -
9,/ = 0.05 -t- o.c (1) z = (A.t.0
& 2 0•(P314
VOWAC REQUIIMD WVG fE9I"E9T Ibo L FoF- ? •' RBI NFkLL =
1•• * o. W614 * ii * qo. Lo = 2.14 AC-• Pt' q3, o54 c-F7
TaIS VOWAE IS To gE 6ED CWee p,, _PERIoD OF 2 To 5 VMS.
2 DAyS = i-12,$co 56L Q 113,65A cr-
p 539 CPS
I-izltw 56C.
USING TNT CR•tl=1CE ?Q1IATIOPI.
G:. ?• to A•? 291n V)9cSlZ - 904.0 % 1.'12 FT
g04.o_ = TOP of ?MWOWn
0.51 = o. to A 2(32•??1:??-? ft-
A = a oZ5 s,;: - TTr '
• = O. c m - I GB IN • • 0 = 3.q5" USE = 3.15 Ito
z
o•I°[n (' iz .142(3zzxl -11) - 0.485 CF5
1 * q%c64 C4 , ? W = 2.22 r?,M5 > 2 4 5 : • OKA`(
0.485 9` &1400 ?t- Sheet _I of A-
FKEEL'AND and KAUFFMAN, INC.
ENGINEERS •LANDSCAPEARCHITECT5
209 West Stone Avenue t ?F? 1L?N • 1,L` / r. ?.rpC a Q
Greenville, South Carolina 29609 Job ?"? CxIV t l?G- Job No. cib-C I' Date a ?U
Telephone [phone]
Fax [phone] Computed By A
Checked By Date
REFERENCE I Calculation For: LAATw- QUALIV Cky-aLA IONS Discipline:
P0t1D ARIEA 1 Vo LSE c.A t'
ELeffi I oN IEL(t %eAfo" \jcw et '
9 2?1,23Z O O
(101 -5215oto 3o,8-70 O
90Z !:6,01S tz crlo p
903 43,OI Z 104, 523 a
_ qo4 50,560 15113ZO O
9a5 54,54 O 93,054 52155
Sao 581WI O 109,175
9c51 42,161 O I (A 81(0
9cB b1,04 O TbAI14$
909 111481 O 3o4102I
910 I(PIC01 O TM,ToZ
Sheet t_ of
FREELAND and KAUFFMAN, INC.
EENGINEER5 - LANDSCAPE ARCHITECTS
December 31, 1998
To: Todd St. John
From: Charles A. Garcia
Re: Wal-Mart Store #2793
Kernersville, North Carolina
Affiliate
Freeland-Kauffman
and Fredeen, Inc.
Bentonville, Arkansas
Enclosed is one copy of the revised site plan and grading plan for the above referenced
project along with a copy of the revised calculations. This project was approved by your
office on September 22, 1998, but the owner has asked for some revisions to the site plan
as you and I have previously discussed. These changes only slightly affected the
calculations. The previously approved plan had 64.6% impervious area, and this plan has
65.6% impervious coverage. Our calculations had used a conservative 70%, so even
without modifications, we would be in compliance.
Please let me know if anything further must be done in order for us to receive approval for
these plan changes. Thank you for your time.
209 West Stone Avenue • Greenville, South Carolina 29609 • Telephone [phone] • Fax [phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
fflZ'M4WA
1,, 0
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 21, 1998
Mr. Richard Bates
Environmental Permitting Consultants, Inc.
PO Box 3744
Greenville, SC 29608
Dear Mr. Bates:
Re: Commercial development at I-40 and S. Main Street in Kernersville
DWQ # 980769
Forsyth County
Thank you for your November 18, 1998 letter concerning the 401 Water Quality
Certification issued for the project on September 22, 1998. DWQ has no objections to
extending the payment deadline for compensatory mitigation until March 1, 1999.
However deed notification will need to be placed on all deeds as outlined in our
Certification within 30 days of the date of this letter. These notifications can mention the
proposed Town of Kernersville road crossing so as not to preclude this development.
Please call me at 919-733-1786 if you have any questions.
S' cerel ,
Jo R. Dorney
cc: Winston-Salem Regional Office
John Dorney
Ron Ferrell
Central Files
Bo Murphy, Wyatt Development Co.
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
Environmental s
Pe fitting
t $ultants, In c.
November 18, 1998
North Carolina Department of Environment and Natural Resources
Division of Water Quality 4401 Reedy Creek Road
Raleigh, North Carolina 27607 Q 2 3
Attention: John Dorney
Reference: Section 404/401 Permit Conditions
Request for Extension
DWQ Project # 980769
Wyatt Development Company - Kernersville Project
Forsyth County, North Carolina
Dear Mr. Dorney:
On behalf of Wyatt Development Company, we would like to request an extension on
implementing the conditions associated with compensatory mitigation for the above referenced project.
Wyatt Development Company is not expected to take ownership of the property until February 1999. The
proposed stream impacts would not occur until after the property is purchased. Hence, Wyatt
Development Company would request to delay the $61,750 payment to the DEHNR Wetland Restoration
Program until the end of February 1999. Additionally, placing deed restrictions on the remaining section
of the stream is pre-mature as the Town of Kernersville intends to construct a road crossing in that area.
The plans for the road crossing have not been finalized and the downstream limit of the stream
preservation area can not be determined. Therefore, Wyatt Development requests that placing deed
restrictions on the remnant stream area be delayed until the Town of Kernersville implements the road-
crossing project.
Thank you for your assistance with this project. If you have any questions or need additional
information please call [phone].
Sincerely, Aep 0
Environmental Permitting Consultants, Inc. V) ji?
Richard Bates, MSPH, PWS
V'
Cc: Bo Murphy, Wyatt Development Company
John Thomas, US Army Corps of Engineers
P.O. Box 3744 9 Greenville, South Carolina 29608 9 [phone] • Fax [phone]
Aronm+entai
r- hitting
Osultants) Inc.
, ,- .er,'y . _

November 18, 1998
North Carolina Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607 -
Attention: John Dorney
Reference: Section 404/401 Permit Conditions
Request for Extension
DWQ Project # 980769
Wyatt Development Company - Kernersville Project
Forsyth County, North Carolina
Dear Mr. Dorney:
On behalf of Wyatt Development Company, we would like to request an extension on
implementing the conditions associated with compensatory mitigation for the above referenced project.
Wyatt Development Company is not expected to take ownership of the property until February 1999. The
proposed stream impacts would not occur until after the property is purchased. Hence, Wyatt
Development Company would request to delay the $61,750 payment to the DEHNR Wetland Restoration
Program until the end of February 1999. Additionally, placing deed restrictions on the remaining section
of the stream is pre-mature as the Town of Kernersville intends to construct a road crossing in that area.
The plans for the road crossing have not been finalized and the downstream limit of the stream
preservation area can not be determined. Therefore, Wyatt Development requests that placing deed
restrictions on the remnant stream area be delayed until the Town of Kernersville implements the road-
crossing project.
Thank you for your assistance with this project. If you have any questions or need additional
information please call [phone].
Sincerely,
Environmental Permitting Consultants, Inc.
Richard Bates, MSPH, PWS
Cc: Bo Murphy, Wyatt Development Company
John Thomas, US Army Corps of Engineers
P.O. Box 3744 9 Greenville, South Carolina 29608 9 [phone] • Fax [phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A 4 •
6j2
OM%FMOP
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 22, 1998
Forsyth County
DWQ Project # 980769
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Mr. Bo Murphy
Wyatt Development Co.
PO Box 6689
Aiken, SC 29804-6689
Dear Mr. Murphy:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 494 linear feet of waters for the purpose of constructing a commercial development at I-40 and S. Main
Street in Kernersville in Forsyth County, as you described in your application dated August 14, 1998. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number
3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. In
addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater plan including wet detention basins must be
approved by DWQ before wetland (or stream) impacts occur.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0500, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DEHNR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this Certification authorizes the rill of 494 feet of streams, in 030704 river and subbasin and 494 feet of
stream restoration are required. Please be aware that the Wetland Restoration Program (WRP) rules
require rounding of acreage amounts to one-quarter acre increments (15A 2R .0503(b)).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-1786.
Since y,
rest Ho ard, r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Dorney
Central Files
Ron Ferrell; Wetland Restoration Program
Richard Bates; Environmental Permitting Consultants
980769.1tr
NORTH CAROLINA - DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500, Wyatt Development Co. has permission as has outlined below for the
purpose(s) of proposed commercial development. All activities associated with these authorized impacts must be conducted in
accordance with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT FOR WETLAND RESTORATION
LOCATION: I-40 and S. Main Street - Kernersville
COUNTY: Forsyth
BASIN/SUBBASIN: 030704
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to
conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Wetland Restoration Programs must be rounded to
one-quarter acre increments according to 15A 2R.0503(b)
acres of Class WL wetlands
acres of riparian wetlands
acres of non-riparian wetlands
acres of Class SWL wetlands
494 linear feet of stream channel
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503. If you choose this option, please sign this form and mail it to the
Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you
upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISION OF WATER QUALITY
P.O. BOX 29535
RALEIGH, NC 27626-0535
[phone] ext. 358

Environmental
Permitting
Consultants
980rZ 69
US Army Corps of Engineers, Wilmington District
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Attention: John Thomas, Project Manager
U PIT gils4 1998
AUG (81998
'A'
WETLANDS GRQt V
W.:,TER UALITY_
Reference: Section 404 Permit Application
Commercial Development Site - I-40 and South Main Street
Kernersville, Forsyth County, North Carolina
EPC Project No. 98PCN35
Dear Mr. Thomas:
Enclosed please find a Pre-Construction Notice for the referenced commercial development
project located in Kernersville, Forsyth County, North Carolina. A vicinity map, waterways map, grading
and development plan and cross-section drawings are included with the application form. Seven copies of
the application along with applicable information from the wetland delineation report have been
forwarded to NCDENR.
A total of 494 linear feet (0.068 acre) of waterway is proposed to be impacted from the
commercial development. An additional 0.05 acre intermittent ditch will also be impacted. A retaining
wall has been incorporated into the project in an effort to minimize the linear footage of impacts. Storm
water controls include two wet detention ponds and associated piping.
Thank you for your assistance with this project. If you have any questions or need additional
information please call [phone].
Sincerely,
Environmental Permitting Consultants, Inc.
Richard Bates, MSPH, PWS
Cc: Bo Murphy, Wyatt Development company
Charles Garcia, Freeland & Kauffman
John Dorney, NCDENR Wetland/401 Unit
84 Villa Road, Suite 206 B-2 • Greenville, SC 29615 • [phone] 9 Fax [phone]
O
D CORPS ACTION ID:
NA WIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): NWP No. 26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
1
ter:°;;;'(?l NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE
AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. APPLICANT'S NAME:
2. MAILING ADDRESS
Wyatt Development Company
Attn: Bo Murphy
P. O. Box 6689
CITY: Aiken STATE: South Carolina ZIP CODE: 29804-6689
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION (IF DIFFERENT FROM MAILING
ADDRESS ABOVE): Kernersville Commercial Development Site
Southwest of intersection of I-40 (Business) and South Main Street
Kernersville, North Carolina
3. TELEPHONE NUMBER (HOME): (WORK): 1-800-442-7566
(FAX): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Environmental Permitting Consultants, Inc.
203 West Stone Avenue
Greenville, South Carolina 29609
[phone] FAX [phone]
Attn: Richard D. Bates
Home Phone: [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPH WITH SCALE): site location map enclosed
COUNTY: Forsyth County NEAREST TOWN OR CITY: Kernersville, North Carolina
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
The property is located southwest of the intersection of I-40 (Business) and South Main
Street, southwest of the city limits of Kernersville, North Carolina (see Site Location Map). The
property consists of a total of 54 +/- acres and contains a total of 0.33 acre of waterway.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed, intermittent, headwater tributary of
Smith Creek.
RIVER BASIN: Yadkin-Pee Dee River Basin
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-1 OR WS-II)? YES [ ] NO [ X ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ X ]
7c IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [ X ] IF YES, PROVIDE ACTION ID NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [ X ] IF YES, DESCRIBED ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 54 +/-
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 acre
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): 494 feet (0.07 ac) impacted
LENGTH BEFORE: 698 (FT) AFTER: 204
WIDTH BEFORE: (based on normal high water contours): 6
WIDTH AFTER: 6
AVERAGE, DEPTH BEFORE: <1 (FT) AFTER: <1
(FT)
(FT)
(FT)
(FT)
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND?
N/A (storm water detention basin to be constructed outside of waterway area)
WHAT IS THE EXPECTED POND SURFACE AREA?
Two detention basins will comprise approximately 0.70 acre
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" x 11" DRAWING ONLY):
Conventional clearing and grading equipment will be used to prepare sites for building
pads, parking areas and associated facilities. Sediment and erosion control measures have been
incorporated into the design plans to prevent degradation of downstream water quality. Vegetated
buffer zones and erosion control devices will also be used to protect waterways on the property.
Approximately 494 linear feet (0.07 acre) of stream bed will be piped and filled. A 0.05 acre
intermittent ditch will also be filled as part of the development project. The upstream portion of the
intermittent stream will be piped approximately 450 feet and allowed to discharge into the storm
water detention system. The site waterway map and grading plan are included as Figures 2 and 3,
respectively.
13. PURPOSE OF PROPOSED WORK:
The purpose of the proposed work is to develop the property for a retail shopping center.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT
IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
N/A
15. YOU ARE REQUIRED TO CON'T'ACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES
SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR
LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT
AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED:
N/A (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: N/A
17. DOES THE PROJECT INVOLVE AN EXPENDI"CURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [ ] NO [ X ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT?
YES [ ] NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL, MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES,
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29,
AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OR 1 INCH
EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY THE PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS THE LAND USE OF THE SURROUNDING PROPERTY?
North: I-40 (Business)
South: Commercial
East: Commercial
West: Residential and undeveloped
IF APPLICABLE, WHAT IS THE PROPOSED METHOD OF SEWAGE DISPOSAL?
Publicly Owned Treatment Works
g. SIGNED AND DATED AUTHORIZATION LETTER, IF APPLICABLE.
N/A
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A SECTION 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
dMANAGEMENT PROGRAM.
/2 XGr
TURF ATE
(AGENT'S SfGNATURE VALID ONLY IF
AUTHORIZATION LETTER FROM THE OWNER
IS PROVIDED (18g.))
Ol?
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VICINITY MAP
PROJECT TITLE: COMMERCIAL DEVELOPMENT SITE
GRAPHIC SCALE 1-40 AND SOUTH MAIN STREET
0 2000 4000 PROJECT LOCATION:
I KERNERSVILLE, NORTH CAROLINA
P-q APPLICANT: WYATT DEVELOPMENT coMwwr, INC.
1080 3LVER BLUFF RD.. PO BOX "89
( IN FEET) AIKEN, SOUTH CAROUNA 2MI
1 inch = 20001L DATE: INITIALS: DATE: SCALE:
08-12-98 1" 2,000'
APPLICATION #: SHEET:
1 OF 4
I?

11 ?, \ \ x-890-
._..T.? I / ?\ /• .------?? --•-•-•-•- r.._.... .......
a o ? / r
\ - - - - tER cN
z/
K

WATERWAY
8,154 SOFT.
O.IB7 ACRES Apo
1 l
1? I

? I
I
I

II
l? /
\-900-/
\
i ?
GRAPHIC SCALE
300 0 150 300
( IN FEET )
I inch = 300 ft.
LEGEND
1<<?
II I
III
1
I
1
4
\J
I \\
N
/
920„
/
/
I WETLANDS AND WATERWAY AREA MAP I
WATERS OF THE U.S. = 0.333 ACRES (14,505 S.F.) PROJECT TITLE:
EXISTING GROUND SURFACE CONTOUR PROJECT LOCATION:
PROPERTY LINE
DATE: INITIALS:
APPLICANT:
08-12-98
N q:
COMMERCIAL DEVELOPMENT SITE
1-40 AND SOUTH MAIN STREET
KERNERSVILLE, NORTH CAROLINA
WYATT DEVELOPMENT COMPANY, INC.
1060 9LVER BLUFF RD., PO BOX 6659
A". SOUTH CAROLINA 29601
SCALE:
1" = 300'
SHEET:
2 0F4

\ I y ,
I \ a
r / II
q4o I9 a
?PROPOSED
DISCOUNT RETAIL CENTER
\ 1 , FF ELEV - 927.0
t / I 1 11
I?r
?I^ I I I/ 1 / i
I y I ?' T??`I. I I?/ IN? I
\ \\ -500-? I /
WATERWAY
8.154 SOFT. pnNn
\ 0.187 ACRES` EP N // I
,1 1 ? / / Ary
1111 30' VEGETATIVE
11 ; 5 FILTER (STAKED a \ \
e
II
II
(1
\t I I
I
I(
\
114
GRAPHIC SCALE
300 0 150 300
( IN FEET )
I inch = 300 fir
LEGEND
J a
'mil J
WATERS OF THE U.S. IMPACTED = 0.07 AC. (494 L.F.) WETLANDS AND WATERWAY AREA MAP
- - INTERMITTENT DITCH = 0.05 AC. PROJECT TITLE: COMMERCIAL DEVELOPMENT SITE
EXISTING GROUND SURFACE CONTOUR PROJECT LOCATION: 1-40 AND SOUTH MAIN STREET
ip PROPOSED GROUND SURFACE CONTOUR KERNERSVILLE, NORTH CAROLINA
APPLICANT: WYATT DEVELOPMENT COMPANY, INC.
PROPERTY LINE 1000 S`VM BLUFr RD.. PO BOX 0009
AKM SOUTH CAROLINA 29001
DATE: INITIALS: DATE: SCALE:
08-12-98 1" 300'
APPLICATION #: SHEET:
3OF4
A'•
/C B
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C.
?f0.

A A' A ( C'

94
930
?..-• .-...
9
91 - .-. -.
%
i
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am"
1
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B
94 1+00 2+00 J+00 4+00 5+00 9+00 7+00 8+00 9+00 10+00
B'
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92
910
?.-.?.?.....
- -
?? -• ._ ._ ._ ..
9w -?-
POND
69D r - -WATERWAY
0+00 1+00 2+00 J+00 4+00 5+00 6+00 7+00 6+00 9+00 10+00 11+00
C C'
940
930
92
910

200
POND
- - DITCH
0+00 I+00 2+00 3+00 4+00 5+00 8+00 7+00 6+00 9+00
CROSS-SECTIONS
PROJECT TITLE: COMMERCIAL DEVELOPMENT SITE
LEGEND 1-40 AND SOUTH MAIN STREET
PROJECT LOCATION:
EXISTING SURFACE KERNERSVILLE, NORTH CAROLINA
APPLICANT: watt DEVELOPMENT COMPANY, INC.
1060 9LVER BLUFF RD.. PO BOX 6699
-•-•-•-•- • PROPOSED SURFACE AKEN, SDUTH CAROLINA 29801
DATE: INITIALS: DATE: SCALE:
08-12-98 AS SHO WN
APPLICATION a: SHEET:
4OF4
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tributary.
DATA FORM
ROUTINE WETLAND DELINEATION
(1987 COE WETLANDS DELINATION MANUAL)
Project/Site: 981WD35- Kenersville Commercial Development Site Date: 05/13/98
Applicant/Owner: Wyatt Development County: Forsyth
investigator: Richard Bates - Environmental Permitting Consultants State: North Carolina
Do normal circumstances exist on the site? ..................................................> Yes Community ID: Forested
Is the site significantly disturbed (atypical situation)? ............................. > No Transect ID:
Is the area a Potential problem area? ..........................................................I.> No Plot ID: A Flood lain

Dominant Plant Species Stratum Indicator _ Dominant Plant Species Stratum Indicator
I Fesrnca s p. herb PACU 9
2 10
3 11
4 12
5 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-): 0%
Remarks:
NvllKlll.l it -V
Recorded Data (describe in remarks) _ Wetland Hydrology Indicators:
Primary Indicators:
Stream, lake or tide gauge Inundated ..........................................................................> no
Aerial photographs Saturated in upper 12 inches ............................................> no
-- Other Water marks .....................................................................> no
Drift lines ............ > no
X No Recorded Data Available Sediment deposits .......................................I.....................> no
?- Drainage patterns ............................................................ > no
Field Observations: Secondary Indicators:
Depth of Surface Water' > 18 (in) Oxidized root channels in upper 12 inches .......................> no
Depth of free water in pit: >18 (in) Water-stained leaves ........................................................> no
Depth of saturated soil: >18 (in) Local soil survey data .......................................................> no
FAC neutral lest ...............................................................> na
Other (explain)
Remarks:
.....
Map Unit Name: Congaree
Type: loam
Series and Phase): Taxonomy (subgroup): T is Udifluvents Drainage Class:
Field Observations
Confirm Mapped Type? Yes
Profile Descriptions:
Depth Horizon
0-18" A
Matrix Color
10YR 4/3
Mottle Color Mottle Abundance
na none
Texture
loam

H dric Soil Indicators:
IIistosol ......................................................>
Histic epipedon ........... ...............................>
Sulfidic odor ................................................>
Aquic moisture regime .................................>
Reducing conditions .....................................>
Crleyed or low chroma colors ........................ no
no
no
no
no
no Concretions ........................ ............. ........................>
High organic content in surface layer of sandy soils.>
Organic streaking in sandy soils ...............................
Listed on local hydric soils list ................................>
Listed on national hydric soils list ......... -................. >
Other (explain) no
no
no
no
no
Remarks:
W Ti TI ANTI IlN'"1'N:KMIIVAl7111V
Hydrophytic Vegetation Present'? No Is this sampling point within a wetland?
Wetland Hydrology Present? No
1 lydric Soils Present? No No
Remarks:
DATA FORM
ROUTINE WETLAND DELINEATION
(1987 COE WETLANDS DELINATION MANUAL)
Prgject/Sitc: 98JWD35- Kenersville Commercial Development Site Date: 05/13/98
Applicant/Owner: Wyatt Development County: Forsyth
Investigator: Richard Bates - Environmental Permitting Consultants State: North Carolina
Do normal circumstances exist on the site? .................................... ...... Yes Community ID: Forested
Is the site significantly disturbed (atypical situation)? .................................> Yes rransect ID:
Is the area a potential problem area? ............................................................> No Plot ID: B Streambank)
VECETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Li estrum sinense shrub FAC 9
2 Impatiens allida herb FACW 10
3 .l/nu.s serrulata tree FACW+ 11
4 Liriodendron lull i era tree FAC 12
5 4cer rubrum tree FAC 13
6 Fraxinus ennsvlvanica tree FACW 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-): 100%
Remarks:
"V nRnl .n(: V
Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Primary Indicators:
Stream, lake or tide gauge Inundated ..........................................................................> no
Aerial photographs
-- Saturated in upper 12 inches ............................................. no
Other Water marks ........................................ ............................. > no
Drift fines.._ ...................................................................> no
X No Recorded Data Available Sediment deposits .............................................................> no
Drainage patterns .............................................................> no
Field Observations: Secondary Indicators:
Depth of Surface Water: >18 (in) Oxidized root channels in upper 12 inches .......................> no
Depth of free water in pit: >18 1 in) Water-stained leaves ........................... ........... _................? no
Depth of saturated soil- >18 (in) Local soil survey data - ....................................................> no
FAC neutral test ................................................................> na
Other (es (explain)
Remarks:
cnn.c
Map Unit Name: Pacolet
'T'ype: clay loam
5erics and Phase : Taxonomy

(subgroup

): T is Ha ludults Drainage Class:
Field Observations
Confirm Ma T ? No
Profile Descriptions:
Depth horizon Matrix Color Mottle Color Mottle Abundance Texture
0-6° A 10YR 4/4 na none clay
loam
7-18" B 5YR 5/6 na none s. clay

I l dric Soil Indicators:
IIistosol ...................................
I listic epipedon ......................
Sullidic odor... .........................
Aquic moisture regime ...........
Reducing conditions ...............
Gleyed or low chroma colors .. ................
..............I...
.................
..................
..................
................. ....>
...>
...>
.....>
.... >
..... > no
no
no
no
no
no Concretions ................................... .....................>
High organic content in surtace layer of sandy soils.>
organic streaking in sandy soils ..............................>
Listed on local hydric soils list .................................>
Listed on national hydric soils list ............................>
Other (explain) no
no
110
no
no
Remarks:
WiTI.ANii I)N:uy.uM1NAT19JN
I lydrophytic Vegetation Present? Yes Is this sampling point within a wetland?
Wetland I lydrology Present? No
IJydric Soils Present? No
No
Remarks:
DATA FORM
ROUTINE WETLAND DELINEATION
(1987 COE WETLANDS DF.I,INATION MANUAL)
Project/Site. 98JWD35- Kenersville Commercial Development Site Date: 05/13/98
Applicant/Owner. Wyatt Development County: Forsyth
Investigator: Richard Bates - Environmental Permitting Consultants State: North Carolina
Do normal circumstances exist on the site? ..................................................> Yes Community ID: Forested
Is the site significantly disturbed (atypical situation)? ..................................> No Tmnsect ID:
Is the area a potential problem area? ...........................................................> No Plot ID: C (Upland)
V N's;14. 1-Alit )IV

Recorded Data (describe in remarks) v Wetland Hydrology Indicators:
Primary Indicators:
Stream, lake or tide gauge
..........................................................................
Inundated no

photographs
Aerial
Saturated in upper 12 inches .................................... >
no
--
Other
Water marks ...................... ..........................................=
n
J- Drift lines ........ .. .......... .................>
............... .................... no
X No Recorded Data Available Sediment deposits .........................._.................................=' no
Drainage patterns ..... ........................................................> no
Field Observations: Secondary Indicators:
Depth of Surface Water, > >18 (in) Oxidized riot channels in upper 12 inches ......... > no
Depth of free water in pit: >18 (in) Water-stained leaves .............................I...........................> no
Depth ofsaturated soil' >18 (in) Local soil survey data ......................................................> no
FAC neutral test ................................................................> na
Other (explain).
Remarks:
Map Unit Name: Hiwassee Drainage Class:
Type: clay loam Field Observations
'
'
(Series and Phase : Taxonomy (subgroup): T is Rhodudults ? No
1
Confine Ma
Profile Descri lions:
th Horizon
De
Matrix Color
Mottle Color Mottle Abundance
Texture
p
0-7" A 5YR 3/4 na none clay
loam
R-18" B 2.5YR 3/6 na none clay
loam

H dric Soil Indicators:
IIislosol .........................................................>
> no
no Concretions ......................................................soil.>
1ligh organic content in surface layer of sandy oils> no
Ito
l lislic epipedon ........................ ............. ......
> no Organic streaking in sandy soils ................ ........ ....... no
Sulfidic (xlor .................................................
> no Listed on local hydric soils list ................... --.......... 110
Aquic moisture regime .................................
Reducing conditions .....................................> no Listed on national hydric soils list ------ ................ > no
Olcycd or low chroma colors .......................> no Other (explain)

Remarks:
?? 1J l
Hydrophytic Vegetation Present? No
Is this sampling point within a wetland?
Wetland Hydrology Present? No
I lydric Soils Present? No No
Remarks:
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name I-40 and S. Main St. Commercial development
Project Number 98 0769
Recvd From APP
Received Date 8/18/98
Project Type commercial
Recvd By Region 2/28/98
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Forsyth
County2
Region Winston-Salem
Stream
Class Acres Feet
Prim. Supp. Basin Req. Req.
26 Waters 77-@N F -6 12-94-12-2 WSIII F- 030704 0.00 494.00
f -r-- oY oN r- r_ F-r?- r-F-F--
Mitigation Wetland
MitigationType Type Acres Feet
Stream F_ I - 494.00
F- I F_
Is Mitigation required? QQ Y 0 N
Did you request more Info? Q Y 0 N
Is Wetland Rating Sheet Attached? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Comments:
Recommendation: 0 Issue (0 Issue/Cond 0 Deny
1 The LISACOE will require 45)4' of mitigation and will allow applicant to purchase credits with the y
WRP for a NWP The WSRO concurs that the applicant should be allowed to purchase from WRP
for 45)4' which will be 61, 750-00-
2- A torebay is required for maintenance purposes at the headwaters of the stream to be g!ped. YOW
A conservation easement below the retaining wall and the imposed future road is to be provided.
Easement will be annroArnately 60-70'w* e at the retaining wall and approximately 200'+ wide at
.
proposed road and about 200 + feet long in stream length. ?
4 Two wet detention ponds are to be built which will include littoral shelves and vegetation (for
shade and habitat ram) as per standard DWO design criteria.
Flow leaving the ponds should sheet flow through natural vegetation instead of being p'ped to the-
,
stream
. U s?
cc: Regional Office Page Number 1
Central Office
Facility Name I-40 and S. Main St. Commercial develop ment County Forsyth

Project Number 98 0769 Regional Contact: Ron Linville
Date: 9/8/98
Comments (continued from page 1):
NOTE Site visits were conducted before and after the 401 request. All visits determined water and
fin;;, No fish or crustaceans were found. Aquatic insects were found, Other streams in the vicinity
were found to be dry due to 8-10" d eficit drought conditions during July and August. No buffers
r
required by the Town of Kernersvill
e K-ville Ordinance indicates for the nose of buffer
perennial !platers sha
requirements ll he those waters that appear on the most recent versions of
,
USGS 7-5 torso maps Ordinance does not say solid blue line. This stream is shown a dashed line on
USGS topo mgn?_ Town has indic ated that they will not call anything on this entire stream segment
i erennial until thug t all the way down to the larder named stream below (Smith Greek). It is
anticipated that biological functinns will he found in the preserved conservation easement and the
area above the hinner stream Su ch a determination by the Town does not appear to provide for any
biological integyprotectina W- S's water supply,
cc: Regional Office Page Number 2
Central Office
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Bo Murphy
Wyatt Development Co.
P.O. Box 6689
Aiken, S.C. 29804-6689
1 M •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Date 11/18/98
NCDWQ# 980769
SUBJECT: WRP-FAILURE OF PAYMENT NOTIFICATION
Commercial Development: I-40 and Main Street
Kernersville
Forsyth County
Dear Mr. Murphy:
On September 22, 1998 you were issued a 401 Water Quality Certification authorizing
you to impact wetlands and or waters of the State. As part of this Certification you were required
to make a payment to the N.C. Wetland Restoration Program for impacts to 494 feet of stream.
As of this date, no payment for these activities has been received.
You are hereby notified that the wetland and or water impacts approved by your 401
Certification must not be initiated PRIOR to payment into the WRP. Failure to make payment
for wetland or stream impacts as required by your 401 Water Quality Certification may result in
an enforcement action being initiated against you. Additionally, a Civil Penalty assessment not to
exceed $10,000 per day may also be levied against you.
Please submit your payment and return the enclosed form to the WRP (address listed on
the form) within 21 days upon your receipt. If this matter is not resolved by this time, NCDWQ
will proceed to revoke your Certification and initiate an enforcement action you for this matter.
If you should have any questions regarding this matter please feel free to call me at (919)
733-1786 or Ron Ferrell at (919-733-5083 EXT. 358).
Si cer
Joh Dorney
W er Quality Certific on Program
Cc: Ron Ferrell, WRP
Ron linville, Winston-Salem Regional Office
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/l0% post consumer paper
Wetlands 'tracking
Y +y
Facility Name I-40 and S Main St. Commercial development
Project Number 98 0769
O Inactive
Project Type plitpotie of co1nmercial
Location
County Forsyth
County2
Region Winston-Salem
DCM Office
COE Office Raleigh

Wetlands Tracking
Facility Name I-40 and S. Main St. Commercial development County Forsyth
Project Number 98 0769 County2
Q Inactive Region Winston-Salem
Project Type purpose of commercial DCM Office
Location COE Office Raleigh
Latitude Longitude I
AN el
NCDENR
DIVISION OF WATER QUALITY
September 4, 1998
Memorandum To: John Dorney, FYI
From: Todd St. John
Subject: Harmon Mill Centre
DWQ# (Not assigned)
Forsyth
This project has a stormwater plan that is ready for approval. However, Ron
Linville has conducted a field review and will recommend that additional stormwater
from offsite be treated and not shunted around the property.
State of North Carolina
Department of Environment
and Natural Resources 4 • •
IVCX?r
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NCDENR
DIVISION OF WATER QUALITY
August 31, 1998
CERTIFIED MAIL
RETURN RECEIPT REOESTED
Mr. Charles A. Garcia
Freeland and Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609
Subject: Stormwater Management Plan
Harmon Mill Centre
Forsyth County, NC
DWQ# Not Issued
Dear Mr. Garcia:
This Office received stormwater management plans on August 26, 1998, for the subject
facility. As you discussed with Mr. Todd St. John of this Office on August 31, 1998, no
Stormwater Management Permit is required for stormwater management plans submitted as a
result of 401 Certification requirements only. Therefore, I am returning your application form and
check made out to NCDENR for $385.00. However, I will keep the stormwater management
plans which will be reviewed if a 401 Certification is issued for the subject project.
If you have any questions regarding this matter, please contact Mr. St. John at (919) 733-
1786 ext. 261.
orney
refland ,
Unit Sup isor
cc: Mr. Todd St. John, Wetlands Unit
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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FREELAND and KAUFFMAN, INC.
ENGINEERS - L4N95CAPE ARCHITECTS
August 19, 1998
To: Todd St. John
From: Charles A. Garcia
Re: Harmon Mill Centre
Kernersville, North Carolina
Affiliate
Freeland-Kauffman
and Fredeen, Inc.
Bentonville, Arkansas
s A
vi;;}rig.
Enclosed please find two copies of the Grading Plan, one copy of the
Stormwater Management Report, and water quality calculations for the
above referenced project. The site is located on the north side of South
Main Street approximately one-half mile south of its intersection with US
Highway 421. It sits directly behind the existing K-Mart Shopping
Center.
Also enclosed are all of the application forms and the $385 application
fee. The Town of Kernersville requires only that we control the runoff
from the first one 0 ") inch of rainfall, but we have designed the facility to
control the quantity of the 2, 10, and 25 year storm events.
If you have any questions or require additional information, please call.
209 West Stone Avenue - Greenville, South Carolina 29609 - Telephone [phone] - Fax [phone]
4 M
NCDEHNR WIRO Fax:[phone] Mar 17 '98 10:51 P.02
POND MAINTENANCE REQ S
Project Name: . x n
Perminee: :Wyatt Development Company, Inc. (Bo Murphy)
Address: 1080: Sil-ver Bluff Road Aiken SC 29801 PhoneNo.[phone] `
1. Monthly, or aver every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear -the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DWQ personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded areas
before -the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, _ erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
II. Quarterly (Four times a year):
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and piping
will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
.structures will be replaced, and broken pipes will be repaired.
III. Semi-annually (twice a year):
r_
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. .The forebay depth will be checked at various points. Sediment removal is required when the
;depth is reduced to 75 % of the original forebay design depth of ' 4 '
C. Grassed swales, including the-vegetated filter if applicable, will be reseeded twice a year as
necessary. >

NCDEHNR WIRO Fax:[phone] Mar 17 '98 10:52 P.03
POND MAINTENANCE REQ S
PAGE 2
W. -Annually (Once a year):
A. 16 pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of the original design depth or 3', whichever is greater. Design
depth is 4 measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be 4-6complished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed wbcn they
cover more than 1 /2 the surface area of the pond. The best time to cut them is at the end of
the growing season, in November. Environmentally sensitive chemicals for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice. Slow
drawdown may be attributed to a clogged system. The source of the clogging will be found
and eliminated.
D. All components of the detention pond system will-be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
Vi. Special Requirements:
r:
hereby acknowledge that I am the financially
.(please print or rypc rly)
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance-as :outlined above, as pare of the Storrnwater Management Permit received for this project.
Signature: ?? tic Date: 1
xevuv4 2,25/97
FREELAND and KAUFFMAN, INC.
ENGINEERS • LAND5CAPE ARCHITECTS
209 West Stone Avenue
Greenville, South Carolina 29609
Telephone [phone]
Fax [phone]
KEFEKENCE I Calculation For:

Job fX5\j1 NL Job No. 95.041 Date 8-5?-qS
Computed By ZA61
Checked By a- Date ?-?'??
Surface Area to Drainage Area Ratio (SA/DA) For Permanent Pool Sizing
Table I.1
For 85% Pollutant Removal Effidency

ous % Permanent Pr" lath (feet)
3.0 4.0 5.0 6.0 7.0 8.0 9.0

20 0.79 0.70 0.59 0.51 0.46 0."
30 1.34 1.08 0.97 0.95 0.70 0.64 0.62
40 1.73 1.43 175 1.01 0.90 0.82 0.77
50 1.73 1.50 1.33 1 M 1.00
2.03 1.66 1.51 1.29 1.17 0
70 2.7 2.27 1.9 1.79 1 .4 1.3 .29
Numbers given in the body of the table are given in percentages
** Please note that SAIDA ratio numbers in the table above do not apply to ponds constructed in the twenty
coastal counties due to differences in soils, rainfall etc. Please contact the appropriate DEM Regional
Office for information on pond designs for these areas.
M. Example Basin Design
Urine the Table I.1 How to find the Surface Area of the Per„iMenr Pool
The numbers in the Table I.1 represent surface area (SA) to drainage area (DA) percentages. SA= the wet detention
pond permanent pool surface area required to provide an expected 85% Total Suspended Solids removal. The chartis
based on the amount of impervious cover as a percentage of the area draining to the pond and the depth of the
permanent pool. Impervious percentages are in the left hand column of the chart and depths are given across the table
from 3 feet to 9 feet in one foot increments. If needed, one can interpolate to find the SA/DA ratio that is needed in a
particular case.
To determine the required permanent pool size, use the following steps:
1. Calculate the percent impervious cover of the site draining to the pond
[amount of impervious area / total site area]
2. Determine the average permanent pool depth (or select a depth for comparison purposes).
3. Go to Table I.1 and find the number corresponding to the impervious percentage found above and the depth
assumed This number, taken from the body of the table, represents the permanent pool surface area as a
percentage of the drainage area.
s 4 d
g ?? c
p. o
00
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DW Stormwater Management Plan Review,
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Harmon Mill Centre
Contact Person: Char 1 Ps A_ ra r ci s Phone Number: (864 ) 233-5497
For projects with multiple basins, specify which basin this worksheet applies to: N/A
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation 906.17 ft.
Permanent Pool Surface Area 42, 035 sq. ft.
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA' used
Diameter of Orifice
Design TSS Removal
900 ft.
904 ft.
40.6 ac.
31.7 ac.

1 2 8, 8 0 0 cu. ft.
256,727 cu. ft.
22,375 cu. ft.

2.27
3.0 in.
>85.0% %
II. REQUIRED ITEMS CHECKLIST
(average elevation of the floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Form SWU-102 January 1998
Page 1 of 2
1

Applicants Initials
x a. The temporary pool controls runoff from the I inch storm event.
X b. The basin length to width ratio is greater than 3:1.
X c. The basin side slopes above the permanent pool are no steeper than 3:1.
X d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
x e. Vegetation above the permanent pool elevation is specified.
X f. An emergency drain is provided to empty the basin.
X g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
X h. The temporary pool draws down in 2 to S days.
X i. A trash rack is provided for both the overflow and orifice.
X j. The forebay volume is approximately cqual to 20% of the total basin volume.
X k. Sediment storage is provided in the permanent pool-
X I. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
X M. Recorded drainage easement for each basin including access to nearest right-of-way.
X n. A site specific operation and maintenance (O&M) plan is provided.
X o. A vegetation management/mowing schedule is provided in the O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
X q. A debris check to be performed after every storm event is specified in the O&M plan.
X r. Specific clean-out benchmarks are spec;ifled in the O&M plan (elevation or depth).
X s. A legally responsible party is designated in the O&M plan3 (include name and title).
X t. If the basin is used for sediment and erosion control during construction, clean out of the
to use as a wet detention basin.
basin is specified to be performed prior
1 Wt VQ using the Division SA/DA tables, the correct SA/DA ratio for 1jennunent pool sizing should be computed based upon the
,,OAW impervious % and permanent pool depth. Linear interpolation ,yh°uld be employed to determine the correct value for non-
V,Wy d table entries.
2 -D g poquirement for a vegetative filter may be waived if the wet detenu,)n basin is designed to meet 90% TSS removal.
3 Thr, kgally responsible party should not be a homeowners association ante's more than 50% of the lots have been sold and a
rct*t of the subdivision has been named the president.
Form , WL7-102 January 1998 Pam 2 of 2

STORMWATER
MANAGEMENT REPORT
HARMON MILL CENTRE
APPROXIMATELY ONE-HALF MILE SOUTH OF THE INTERSECTION
OF US HIGHWAY 421 AND SOUTH MAIN STREET
KERNERSVILLE, NORTH CAROLINA
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Freeland and Kauffman, Inc.
209 West Stone Avenue
Greenville, South Carolina 29609
[phone]
[phone] fax

0

Harmon Mill Centre
Kernersville, North Carolina
STORMWATER MANAGEMENT REPORT
The following is the stormwater management report for the new Shopping Center to be
built adjacent to South Main Street approximately one-half of one mile south of its
intersection with US Highway 421. The site will be developed to contain a +/-203,500 sf
Anchor store, a +/-27,500 sf Second Anchor, +/-54,500 sf of retail shops, accompanying
parking and landscape areas, and three (3) outparcels. All of the development has been
accounted for in the stormwater calculations. (We have assumed 85% impervious
coverage on the outparcels because this is the maximum impervious area allowed by the
zoning.) The stormwater system will be a combination of catch basins and pipes which
will convey all runoff from this development to the stormwater management (SWM)
facility.
The SWM facility appears on the drawings to be two ponds,-but they will act together as
one as they will be tied together with a 48" RCP and the runoff will be controlled through
one outlet structure. This SWM facility is only required to control the first one (1 ") inch of
runoff from the site, but it has been sized to control the 2 year, 10 year, and 25 year
storm events, and will have staged outlets to manage each storm. All release will be
restricted to be less than or equal to pre-developed rates. The calculations indicate a
decrease in the rate of runoff into the ditch which currently runs through the property. All
runoff will be directed to the existing ditch at the southwest of the property. The 100 year
storm event will pass through the top of the riser in the pond.
This SWM facility will also serve as a sediment basin during the construction phase.
Please also note that the pond will be a wet detention pond in order to satisfy the
requirements of the Division of Water Quality of NCDENR. Those calculations are also
included with this report. The first one (1 ") inch of rainfall volume will be released over a
period of between two and five days.
0
CLL
ql?
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C
Existing Conditions:
In the pre-development condition, approximately 34.1 acres drains to the existing ditch
which runs through the center of the property. The site is currently comprised of a large
field containing few structures. The field is well grassed with some wooded areas, but it
has recently been timbered. The terrain can be characterized as severely sloping with most
of its runoff being sheet flow to the well defined ditch mentioned above.
The remainder of the property, (+/- 6.5 AC), currently drains to the southeast of the
property to a 24" RCP which runs under South Main Street to the south. This runoff will
0 be diverted to the SWM facility in the post-developed condition.
The site is not located within the 100 year flood zone as defined by FEMA.
Runoff calculations; Existing conditions:
The following runoff calculations will analyze the area of the site that will drain to a point
just downstream of the future SWM facility at the southwest side of the site. The existing
drainage area to this point includes a total of 34.1 acres. The entire area can be classified
as brush, weed, grass mix with a soil classified as type B.
The runoff for both the existing and developed conditions will be calculated using the
TR-55 method. This method considers land use, time of travel for runoff, rainfall events
as prescribed by the US National Weather Service and TR-55 for this particular area, and
the size of the area to determine the stormwater runoff.
The rainfall amounts will vary based on the design storm. The area is also analyzed to
determine its current land use and a runoff curve number is then generated for the site.
Next, the time of concentration, travel time in minutes, of the runoff from the most
remote point of the drainage basin to the outlet point is determined and these items are
used in the calculations to determine the runoff, Q.
Runoff Curve Number:
The runoff curve number is based on land use for the area and percent of the area with
that type of use. For example, pavement has a runoff curve number of 98 as it is almost
entirely made up of impervious area. This number also takes into account the soil type as
determined by the Soil Conservation Service. The soils are then classified as type A, B, C,
or D with each having varying rates of runoff. This site is comprised of entirely type B
soils. The curve number for this site with type B soils in good condition will be 68.
71
11
0
Time of Concentration:
The time of concentration is based on three types of travel path: sheet flow for up to 150
feet, shallow concentrated flow after 150 feet and/or open channel flow in ditches or
pipes. For this site, the time of concentration is comprised of sheet flow for the first 150
feet at a 4.67% slope. The runoff then becomes shallow concentrated flow for another
720 feet at a slope of 5.69%. The remainder of the travel path is open channel flow for
980 feet and we have assumed a conservative flow velocity of 3 ft/s for this ditch. From
the TR-55 calculations, we determined the time of concentration to be as follows:
150' sheet flow at 4.0%, 600' shallowconcentrated flow at 7.1 %, and
970' open channel flow at a conservative flow velocity of 3 ft/s.
Tc, = 0.30 hours = 18 minutes
Runoff Calculatlons - Tabular Hydrodraph Method
Per the TR-55 program, the runoff will be calculated for the area and a hydrograph will be
generated for it. This will be done for the 2 year, 10 year, 25 year, and 100 year storm
events based on the curve number and time of concentration. The results are as follows:
PRE-DEVELOPED CONDITIONS
b
Storm Event Runoff
2 year 51 cfs
10 year 96 cfs
25 year 123 cfs
100 year 183 cfs
10

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? I
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08-05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: PRE-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Fair condition; grass cover 50% to 75% - 10(69) - -
Impervious Areas
Paved parking lots, roofs, driveways
OTHER AGRICULTURAL LANDS
Woods poor
Total Area (by Hydrologic Soil Group)
- 1.4(98) - -
- 22.7(66) - -
34.1
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 34.1 Acres WEIGHTED CURVE NUMBER: 68*
-------------------------------------------------------------------------------
* - Generated for use by GRAPHIC method
P

TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08- 05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: PRE-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
-----------------------------
Flow Type 2 year Length -------------------------
Slope Surface n Are -------------------
a Wp Velocity ------
Time
rain (ft)
-
-
-
-
--- (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-
----
---
-
-------------
Sheet 3.3 150 ----------
.04 ---------------
E ------------------- ------
0.169
Shallow Concent'd 600 .071 U 0.039
Open Channel 970 3 0.090
Time of Concentration = 0.30*
--- Sheet Flow Surface Codes -- -
A Smooth Surface F Grass, Dense --- Shallow Concentrate d ---
B Fallow (No Res.) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 % Res. H Woods, Light P Paved
D Cultivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method

0
0 GRAPHICAL PEAK DISCHARGE METHOD
Project : KERNERSVILLE, NC User: CAG
County : FORSYTH State: NC Checked:
Subtitle: PRE-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
Data: Drainage Area 34.1 * Acres
Runoff Curve Number 68 *
Time of Concentration: 0.30 * Hours
Rainfall Type II
Pond and Swamp Area NONE
-----------------------
Storm Number
---------------------- -------
1
------ --------
2 ------
3
4

Frequency (yrs)
2 ------
10 ------
25 ------
100

24-Hr Rainfall (in) 4.5 6.2 7.1 9.0
Ia/P Ratio 0.21 0.15 0.13 0.10
Runoff (in) 1.53 2.78 3.49 5.09
Unit Peak Discharge 0.969 1.015 1.030 1.053
(cf s/acre/in )
Pond and Swamp Factor 1.00 1.00 1.00 1.00
0.0% Ponds Used
----------------------
Peak Discharge (cfs) ------
51 ------
96 ------
123 ------
183
* - Value(s) provided from TR-55 system routines
b
Version 2.00
Date: 08-05-98
Date:

I?
Runoff Calculations; Developed conditions:
In the developed state, the drainage area to the front SWM facility will increase by 6.5
acres for a total drainage area of 40.6 acres. Of this area, 12.2 acres will remain as open
space, pervious area, and 28.4 acres will be impervious. This assumes a very conservative
85% impervious area on all of the outparcels.
Runoff Curve Number:
The developed condition will consist of 8.94 acres of grassed area in good condition, type
B soils, with a curve number of 61, and 28.4 acres of impervious area with a curve
b number of 98. This results in a weighted curve number of 87 for the developed area
draining to the SWM facility.
Time of Concentration:
The time of concentration in the developed condition is calculated using the same start
point as the pre-developed condition. The flow path consists of 150 feet of sheet flow at a
slope of 1.5%, and 374 feet of shallow concentrated flow at 0.50%. From this point, the
runoff will enter a catch basin at the rear of the retail shops and travel 2200 feet at an
assumed 8 fps into the front SWM facility. From the TR-55 calculations, we determined
the time of concentration to be as follows:
150' sheet flow at 1.5%, and 374' shallow concentrated flow at 0.50%
Tc = 0.18 hours = 10.8 minutes
Graphical Peak Discharge:
The runoff for the developed condition is calculated using the TR-55. The calculations are
performed for the 2, 10, 25, and 100 year storm events. The results are as follows:
It
POST-DEVELOPED CONDITIONS
Storm Event Runoff
2 year 164 cfs
10 year 249 cfs
25 year 294 cfs
100 year 392 cfs
0
0
0

fall
P
j4? 1. 'I ?• } ?,? •
T -
J
I i

'O

??, Pyy f

r RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08-05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Good condition; grass cover > 75% - 12.2(61) - -
Impervious Areas
Paved parking lots, roofs, driveways - 28.4(98) - -
Total Area (by Hydrologic Soil Group) 40.6
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 40.6 Acres WEIGHTED CURVE NUMBER: 87*
-------------------------------------------------------------------------------
* - Generated for use by GRAPHIC method
0
P
r
TIME OF CONCENTRAT ION AND TRAVEL TIME Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08- 05-98
County : FORSYTH State: N C Checked: Date:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
-----------------------------
Flow Type 2 year Length ----------
Slope Su --------
rface --------------------------
n Area Wp Velocity ------
Time
rain (ft)
---- (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-----
-------------------------
Sheet 3.3 150 ----------
.015 --------
A -------------------------- -
0.031
Shallow Concent'd 374 0.005 P 0.072
Open Channel 2200 8 0.076
Time of Concentration = 0.18*
--- Sheet Flow Surface Codes -- -
A Smooth Surface F Grass, Dense --- Shallow Concentrate d ---
B Fallow (No Res.) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 % Res. H Woods, Light P Paved
D Cultivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
9
P
P
GRAPHICAL PEAK DISCHARGE METHOD
Project : KERNERSVILLE, NC User: CAG
County : FORSYTH State: NC Checked:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
Data: Drainage Area 40.6 * Acres
Runoff Curve Number 87 *
Time of Concentration: 0.18 * Hours
Rainfall Type II
Pond and Swamp Area NONE
Storm Number
-
-
-
-
- 1
-
- 2
- 3
- 4
------
--
---
--
---
-
Frequency (yrs) ---
-
2 ----
-
10 --
---
25 ------
100
24-Hr Rainfall (in) 4.5 6.2 7.1 9.0
Ia/P Ratio 0.07 0.05 0.04 0.03
Used 0.10 0.10 0.10 0.10
Runoff (in) 3.10 4.71 5.58 7.43
Unit Peak Discharge 1.301 1.301 1.301 1.301
( cfs/acre/in )
Pond and Swamp Factor 1.00 1.00 1.00 1.00
0.0% Ponds Used
----------------------
Peak Discharge (cfs) ------
164 ------
249 ------
294 ------
392
b
* - Value(s) provided from TR-55 system routines
i
Version 2.00
Date: 08-05-98
Date:
1
0
D
SWM FACILITY SIZING AND ROUTING:
The SWM facility, as can be seen on the grading plan, will be comprised of two surface
ponds connected with a 48" reinforced concrete pipe. The facility will have a bottom
elevation of 900.0 and the top of the berm will be 910.75. The side slopes will be 3:1
horizontal to vertical. The total volume of the SWM facility at elevation 910.75 is
+/-321,620 cf. TR-55 is then used to estimate the required storage for the 2, 10, 25, and
100 year storm events. From these estimates we determined the following:
Storm Event Required Volume
2 year 3.9 ac-ft 169,485 cf
10 year 5.2 ac-ft 226,962 cf
25 year 5.9 ac-ft 256,438 cf
100 year 7.3 ac-ft 316,863 cf
Once the required volumes are known, the volumes are interpolated on the volume chart
to determine the elevation at which these volumes are achieved. Using these elevations
we determine the head on the outlet structure for each storm event and size the outlet
based on the pre-developed release rates and the head. The outlet structure must be
designed to limit the rate of release from the SWM facility to a pre-determined amount
and is designed to limit flow in stages, limiting the 2 year storm event to the pre-
developed 2 year rate, etc. The outlet structure will consist of a 60" riser with an orifice to
control the first one (1 ") inch rainfall and a weir to control the 2 year, 10 year, and 25
year storm events. The 100 year storm will be controlled through the top of the riser.
The outlets will be sized as follows:
Orifice Equation - Q = 0.6A(2gh)12
Weir Equation - Q = 3.27(L)(h)3'2
It should be noted that to provide a more conservative design, the orifice calculations are
have been done using the bottom of the orifice to calculate head in lieu of the standard
calculation using the center of the orifice.
From these equations, (refer to calculations), it is determined that 1 - 3" orifice at
elevation 904.0 will control the one (1 ") inch rainfall and a 7.5' weir at elevation 906.17
will control the 2 year, 10 year, and 25 year storm events. The top of the riser will at
elevation 908.98. The results are on the following page.
0
SWM FACILITY
Storm Stage Volume Release
2 year 907.48 169,485 cf 36.8 cfs
10 year 908.48 226,962 cf 86.1 cfs
25 year 908.98 256,438 cf 115 cfs
100 year 909.93 316,863 cf 392 cfs
0
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08-05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
Drainage Area: 40.6 Acres Rainfall Frequency: 2 years
Rainfall-Type: II
Runoff: 3.1 inches
Peak Inflow: 163.6479 cfs
Peak Outflow: 51 cfs
Detention Basin Storage Volume: 1.15 inches or 3.9 acre feet
0
0
0
0 STORAGE VOLUME FOR DETENTION BASINS Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08-05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
Drainage Area: 40.6 Acres Rainfall Frequency: 10 years
Rainfall-Type: II
Runoff: 4.7 inches
Peak Inflow: 248.6624 cfs
Peak Outflow: 96 cfs
Detention Basin Storage Volume: 1.54 inches or 5.2 acre feet

0
I
P STORAGE VOLUME FOR DETENTION BASINS Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08-05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
Drainage Area: 40.6 Acres Rainfall Frequency: 25 years
Rainfall-Type: II
Runoff: 5.6 inches
Peak Inflow: 294.4597 cfs
Peak Outflow: 123 cfs
Detention Basin Storage Volume: 1.74 inches or 5.9 acre feet
0
0

R
STORAGE VOLUME FOR DETENTION BASINS Version 2.00
Project : KERNERSVILLE, NC User: CAG Date: 08-05-98
County : FORSYTH State: NC Checked: Date:
Subtitle: POST-DEVELOPED CONDITIONS FOR ON-SITE RUNOFF
Drainage Area: 40.6 Acres Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 7.4 inches
Peak Inflow: 392.1458 cfs
Peak Outflow: 183 cfs
Detention Basin Storage Volume: 2.15 inches or 7.3 acre feet
1
L

D FREELAND and KAUFFMAN, INC.
ENGINEERS • LANDSCAPE ARcmrECTS
209 West Stone Avenue Job V1U,E NL Job No. -Iy•?' Date""'
Greenville, South Carolina 29609
Telephone [phone] Computed By
Fax [phone] ?U
Checked By I? Date QJ" (0'98
10
0
0
KEFERENCE
Calculation For: r ZD LT*1 9N Discipline:

AATI ON hawlk
900 25 ? 0 1 At EN'f fcoil
90i A440 ulws
902 31100 all
I.-V I
903 36,010 90I216
904 42,035 At-w)
905 45,110 43iM
*10 4q,515 91149y
90"1 53,4 5' 1400
9c6 671* I%t4o'L
909 411%0 ZW1917 _
910
?5,SZ5
321,1,Zo
vatiON of r IrkwA - - 9ow-l? (100,V-74r)
EWVATIoN of V Y1t %of 907Aa (I1d9,4W5 IF)
PAAKIOW of 10 44, %0041 9a6A8 (U&,9wZ 40)
PAWpc 04 OF ZS'Y? ?Jfo?M = 9cE?.98 (25tp 4% a)
E1,Amflow of 100 -yr- = goq.93 31(0,$(03 a)
Sheet of
FREELAND and KAUFFMAN, INC.
ENGINEERS • LAND5CAPE ARCHITECTS t2 Q
209 West Stone Avenue Job KI'?V? I1? Job No. '98.041 Date 8'99-9$
Greenville, South Carolina 29609 f Telephone [phone] Computed By 4A&
Fax [phone]
Checked By_ Date
REFERENCE I Calculation Far: '?(-Oomw C Diociplirre:
' I Sheet of
P FREELAND and KAUFFMAN, INC.
ENGINEERS • LANDSCAPE ARCH/TECTS
209 West Stone Avenue Job gAz w'sy).? h1 / 9a•M
C41
Greenville, South Carolina 29609 wFIr`F 11 IV(• Job No.
Telephone [phone] Computed by
Fax [phone]
Checked by _
,,[A6
IM
REFERENCE I Calculation For: SI%* WKiR R)V- 0-* 604 Discipline:
Date B40AB
Date 8'(0'98
D = 3.21 (L) (h) S&
12? ' 3.2'1 (?-??2•ai?3lz h: 90?'9olo•I"I ' 2.8?
"OVA
Q : 3.2? ?1•'?Z $I>slz I I ?i' ? 123 • • 01??'
WOIR 1'02 2 AND to -YX $Tb%t4
2'YQ
3?s
0 3.2'1(1•'0(1.3,) h z 9oI.45' 90(01 1.31
a ^ 3c?.$ ? sh .• t?CAY
O : 3.27(T5) 2.31) 31: h = 908.46 -9o6 1-1 2.31
c q(o olcpy
Sheet- of
FREELAND and KAUFFMAN, INC.
ENGINEERS • LANDSCAPE ARCHITECTS
209 West Stone Avenue
Greenville, South Carolina 29609 Job Mme. T?/ Job No. 9a•)A 'I/- Date
Telephone [phone] Computed B t M
Fax [phone] y
REFERENCE
/
1
1
Checked by Date
Calculation For: Discipline:
6MCD NEI(aWf of We Io'
'EtEA?IA?-5 910.75 ^?y:
-16f of Ico-Y¢. 5-rw g?= go9.93
ceo'' ? ws?
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io-Yr- ifw Ea-Ws 90bA$
I
2-Yr. %m4 Aa 9o1-41b
e.95, WEIR
RAtNF1?1.1. W,EV = 9oco•11
Irb-P Of MA"WIr .9040
3" oRIFt?
006011 of NV 900 0
46' OAFgK- 3.01/6
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r r " ~ R W MONUMENT ~ 29.73 S 10'26 35 W ~ ~
r r " o L6 51.75 S 19'16 05 W -
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L23 40.39 N 76 40 56 E ~ I III 1 ~ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ r---__ I l ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` Mtn / ' i' ' ~r---~r ~ ~ / / / , ~ , ~ / . / / / ~l II III 1 / / f' / / ' I II III
56.50 N 69'58 59 E \ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ \ ` ` \ \ \ \ / tiri ~ / / / , II III % / /i /i'r~ i ~ ~~il EXISTING K-MART
80.29 N 62 5154E ? \ \ ` \ \ \ ` \ \
L26 66.49 N 59'33 35 E NSF , \ \ . \ \ \ \ I 1 1 I I I 1 1 1 1 1 1 1 1 \ \ \ \ \ \ \ \ THOMAS W. PRINCE do ARNOLD G. KING - \ \ ` \ \ ` \ \ 1 I I I I 1 I 1 1 \ \ ' / ' , / / , / / i%~'/i i~ o~~~`I I BUILDING
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L28 r r" \ l l l l l i 1 1 1 1 1 1 I I I I l l l l l l 1 1 1 1\\ \ J~ 14.18 N 21'5819 E ~ \ 111 1 \ I 1 11 111 1 1 1 1 1 1 1 1 1 1 1 1 1 \ \ \ / , / / r'%'ilh~=___I,I~,^''/' ~I III II
L29 33.36' N 46'19'3 " I I I r I i I I I I I I I I I I 1 1 11 1 1 1 1 11 1 1 1 1 - - , / J' \ i i i i' i'' ~__i/ / 111 \l ~ / / / J l ~~I ,I / G' ~ i / ~ rr ~ / l V l ~ / / / ,,1111
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DEPICTS THE BOUNDARY OF THE JURISDICTION OF SEC110N ~ i ~ ' / / •d
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UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE / /¢l"p'
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CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS psi l~
C1 905.00' 24.53' 12.26' 24.53' S 53'10'01" E 01'33'10" DELINEATION MANUEL. / s REF. DEED BOOK:
C2 1050,00' 506.97' 258.53' 502.06' N 40'06'40" W 27'39'51"
NAME: TAX MAP
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TITLE:- 1 l~' C~ r DATE OF SURVEY: 6-29-98
DATE: ' ;~1 e r PRELIMINARY
_ DRAWN: BEC ir
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PARTY CHIEF: RMF DRAWING NO. 39444WET
RLS: JAMES R. FREELAND CHECKED: 1 OF 1
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