20021889 Ver 1_COMPLETE FILE_20021211

HALL
ENGINEERING
INCORPORATED
April 14, 2003
Mr. Todd St. John
N. C. Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
*AFtZ4 V
App QA©U,
RE: SWM Plan Submittal - DWQ Project No. 021899
Proposed Multi-Use Development
Buncombe County, NC
Dear Mr. St. John:
Attached is the information that we discussed last Friday. I faxed you the
executed operations & maintenance agreement this morning. The following is
included:
1. Hard copy of O&M agreement (fully executed).
2. Hard copy of 4/11/03 fax to you.
3. Two copies of full size revised plan sheets.
I seek your final approval and 401 permit. Thank you for your help.
Si cerely,
avid Hall, PE
14 Manly Street / Post Office Box 8160
Greenville, S.C. 29601 / 29604-8160
hallengineering.net
864-370-1560 (Fax)864-370-1007
EXTENDED DRY(WITH POCKET WETLAND) DETENTION BASIN OPERATION AND MAINTENANCE
AGREEMENT
The detention basin system is defined as the extended dry (with pocket wetland) d n basin.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly: APB y o "003
a. Inspect the detention basin system for sediment accumulation, erosion, trash i?i@ri,
vegetated cover, and general condition. uCcrov
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
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.
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 detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2194.5 feet in the main pond, the sediment shall be removed.
For pocket wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be
stockpiled for more than two weeks.
BASIN DIAGRAM
Permanent Pool Elevation 2194.0
-----Sediment Removal Elevation 2192_5 75%
- - - - - --- ------
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface.
Page] of 2
For pocket wetlands: Wetland planting densities in the marsh areas should be maintained by replanting
bare areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
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 extended dry detention basin system shall be maintained in good working order.
8. Rip-rap aprons that provide diffuse flow shall be maintained every six months. All accumulated sediment
and debris shall be removed from the apron. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Michael D. McNicholas
Title: President
Address: Carolina Holdings, Inc., P.O. Box 25909, Greenville, SC 29616
Phone: [phone]
' c
Signature:
Date: 4/14/03
Susan R. Galloway
, a Notary Public for the State of SC ,
County of Greenville do hereby certify that Michael D. McNicholas
personally appeared before me this 14th day of April 2003 and acknowledge the
due execution of the forgoing extended dry (with pocket wetlands) detention basin maintenance
requirements. Witness my hand and official seal,

My commission expires
SEAL *COfi""ffl
duty 29, 2W
Page 2 of 2
HALL
ENGINEERING
INCORPORATED
April 11, 2003
Mr. Todd St. John
N. C. Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: SWM Plan Submittal
Proposed Multi-Use Development
Buncombe County, NC
Dear Mr. St. John:
lIP
180
APB
oT?0
Attached is the information requested in the letter from John Dorney dated
3/28/03. I am faxing this as we discussed yesterday. Attachment 1 is a
photocopy of a portion of the revised grading plan. The permanent pool is 2'
deep. The surface area is 1,350 SF (51% is 0"-6", 42% is 6"-12", and 7% is 12"-
18'). The pipes into the pond have been placed as far from the outlet structure
as is possible to prevent short circuiting. Both discharge above the permanent
pool onto rip-rap aprons. Outlet controls are shown on Attachments 2 & 3.
Attachments 4 & 5 are worksheets. Attachment 6 is an 0 & M agreement
modified for this project but as yet unsigned. Attachment 7 is pond and
stormwater pond data. Attachment 8 is a detail of proposed wetlands plantings.
Please review this and call me. I look forward to your approval of this
information. Thank you for your help.
Si cerelly,
. iV A
vid Hall, PE
14 Manly Street / Post Office Box 8160
Greenville, S.C. 29601 / 29604-8160
hallengineering.net
864-370-1560 (Fax)864-370-1007
OF W A TF9pG
Michael F. Easley
Governor
? 7? William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Certified Mail Return Receipt Requested
Mr. David Hall, PE
Hall Engineering
PO Box 8160
Greenville, SC 29604-8160
March 28, 2003
Subject: CHI Holdings
DWQ Project No. 021899
Buncombe County
Dear Mr. Hall:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
1. Permanent Water Quality Pool, Temporary Water Quality Pool
The elevation of the permanent water quality pool is not clear. The surface area of the wetland is determined at the
permanent pool elevation as opposed to the temporary pool elevation. 50% of the surface area at the permanent
pool elevation must 0" to 6" deep, 40% 6" to 12" deep and 10% >18" deep.
2. Inlet/Outlet Structure Location
The inlet and outlet structures must be placed to minimize short circuiting and turbulence. A long flow path will help
to maximize the settling efficiency of the water quality structure. Please revise the plans to increase the length of the
flow path.
3. Worksheets
Worksheets for stormwater ponds, wetlands, and bioretention areas can be found at
http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.htm1.
4. Operation and Maintenance Agreement
An operation and maintenance agreement is required. An example operation and maintenance plan can be found
at http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.htm1. The operation and maintenance agreement must also be
signed by the responsible party and notarized.
This information is needed by the Division in order for us to decide whether this project is approvable.
Please call Todd St. John at 919-733-9584 if you have any questions. Until this information is received, I will place this
project on hold due to incomplete information (15A NCAC 2H .0507(a)).
cc: Asheville Regional Office
Todd St. John
File
inc
Dorney
ter Quality Cert' ica 'on Program
it
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/

B 's F

LO
L
?C
N ~
an
Q ayr
Na
f

IL ;
1
t
1
On-
000
1

X? ? S

0 q
14
?? I Y J ? ? •
_ 9
li our J1 _o?
/
d"O 51
i

o s
N ' / j` v ? W l

6a / g
f

1

n?

Y ' U/ r <
210-2
// r' ? ? U O aW r?r
b
% f ,
y l / d,?.r.; ? a
i
/l Lf w
/ ?R?y?•0r v°W n izQ ?%
d /? ? or
?W
04
o1p = r
NF ?
m$?w ?N< N
5
4"
RC
i'
i Q
LL-
Y? Q = p
/ W hi
/ _
=0 cr-
_ °
U r 0OS Q
M
w?
N F, /
0N ?
N Z O
pO
mOWW

I
L)
:r
as o
?W
lo a
ri r

N co
OaC4

O
m0
A
W I4
Z
V
a Z
?W
0
N

\ \ M
co
N
- A
mo-
m 0
Q r
Q C ?-
p
J

? a®
O
3
Q ?
iLl
Z
0
U
Li
2I t
8. aEANOIJT STORM WATEP MANACBVENT POND.
9. INSTALL WETLATDS PLANTINGS.

It.

ELEVATION - AFTER CONSTRUCTION

TCPI2l90.3

I DC. I
1I Ca I

IF ?I I
L 9 L__J
T,
w cw PSM m
CLAY LHXR W-W CONFAC1
K) L.F. T PHRF? ATED PVC
SEMM IN WASPED STOW
r Pvc TLROLjGw
Fx" OUTLET TO
1ATNG %I Al V=

r ??12186$ Nvv
SECTION - AFTER CONSTRUCTION E TI
POND OUTLET ELEV.
P1T$
CBDI
TOP=2189.56'
IE=2183.66'
ID LE SCH
ROAD
(R327) our= rA K 7Y sT9v+

D'vVQ Project No. Z t 0'&
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET") WETLAND WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: M??L-Cr -u4?='--?rs-Viv??M+?"r a ?i
Contact Person: i 4A/ i,- Phone Number: L
For projects with multiple basins, specify which basin this worksheet applies to: 0"L-1•
Permanent Pool Elevation I nl ft.
Temporary Pool Elevation 21 ?f ?1.• lv va ft.
Permanent Pool Surface Area i .3C Q sq. ft.
Drainage Area Z r 7 ac.
Impervious Area U - >C, ac.
Forebay Surface Area _ ;J c ,??? sq. ft.
Marsh 0°-9'' Surface Area sq. ft.
Marsh 9'-18' Surface Area sq. ft.
Micro Pool Surface Area ire .t1 v sq. ft.
Temporary Pool Volume fz' cu. ft.
SAJDA used
Diameter of Orifice I in.
11. REQUIRED ITEMS CHECKLIST
.-lu1:
G- C>

(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 35%)*
(at permanent pool elevation approximately 15%)*
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)*
(draw down orifice diameter)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /fa
r?egireire,7tha ac'bee,7 „net a ac/r a„ enp/ar?afa,? 01 wlhjl At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agree„tent. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
14171? The temporary pool controls runoff from the 1 inch rain.
dV 913 The basin side slopes are no steeper than 3:1.
V?'raA planting plan for the marsh areas with plant species and densities is provided.
WI D 1- Vegetation above the permanent pool °Ivv??tion is specified.
W Oi-- An emergency drain is provided to drain the basin.
N t? P-4 The temporary pool draws down in 2 to 5 days. ( 2 . 4-
4112 4 y)
Sediment stor?ge is provided in ffi E mmnent pool.
N P L4 A sediment disposal area is provided. ( 40 -51T,112?
Wyl,a Access is provided for maintenance.
V?o u? A site specific, signed and;iotarized operation and nlainte;i?; c agreennientis provided'.
VJt?i The drainage area (including any offsite area) is delineated on a site plan. `i??f (=V?e??,? ;
- ---A???,ss-fs-previded-f©Finaiir?tenance-=-
Plan details for the wetland are provided.
Wpi-4 Plan details for the inlet and outlet are provided.
partition and?naintenans?-agree tent-sirfaecf an?etari?ed by the respensiE?le party is provided (see
http t!l k ^c u 1^ ^,a lardslcaudca4^41
* Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
of(- b " - i 7-
(a ti - 12 " _. +Z 47.

AT,r&c4h4?Ir%xr 4
Project No. DWQ 0-t 0 (1
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
PROJECT INFORMATION (please complete the following information):
Project Name : MUi?rCi -ut? (???r??-4pr??'-+ i Gib y t? ?r -,ems
Contact Person: OrNkV2 ( rte- ,61K;r^ Phone Number: (E+(-,+)
For projects with multiple basins, specify which basin this worksheet applies to:_ (0,4 U-f 0,J v t?V,'+ t ?A
Drainage Area.t1acres Percent Impervious Area.25%
II. REQUIRED ITEMS CHECKLIST
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. ifa 1vquirement has not
been met, attach an explanation ofwhy.
Applicants Initials
Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
i? pIA capture runoff from 1 inch storm and draw down over a period of 2 to 5 days. _
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain at t C' i tr
Oe r The basin length to width ratio is greater than 3:1.
4ti 1? 1.4 The basin side slopes are no steeper than 3:1.
t2 1,4 A small permanent pool at outlet orifice is provided to reduce clogging.
y1-3, An emergency drain to completely empty the basin is provided.
014 Vegetation plan prepared is specified on plans.
01 Basin to be stabilized within 14 days of construction is specified.
Y 0I A Sediment storage (20% of detention volume) in addition to detention volume is provided.
10 1-4 Inlet and outlet erosion control measures to prevent scour are provided.
WOo-A Additional treatment to meet the 85% TSS removal efficiency is provided. l (7c, G,,< - ; tro7s?T?+aJ.??
0 014 Access for clean-out and maintenance is provided.
SJt?t, Inlet plunge pool or other energy dissipation is provided. tP ate)
Forebay is provided to capture sediment and minimize clean-out problems. -- t'.o nt ?l
Vita Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
WI?t..? Seasonal high water table is at least 1 foot below bottom of basin.
4 If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
?21.1 A site specific operation and maintenance plan with the following provisions is provided.
wor, The C&M agreement is signed by the responsible party and notarized.

EXTENDED DRY(WITH POCKET WETLAND) DETENTION BASIN OPERATION AND MAINTENANCE
AGREEMENT
The detention basin system is defined as the extended dry (with pocket wetland) detention basin.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated 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 as designed.
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.
3. 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 detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2194.5 feet in the main pond, the sediment shall be removed.
For pocket wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be
stockpiled for more than two weeks.
BASIN DIAGRAM
Permanent Pool Elevation 2194.0
75%
----Sediment Removal Elevation 2192_5 75%
- - - - - - --- ------
MAIN POND
J. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface.
Pagel of 2
For pocket wetlands: Wetland planting densities in the marsh areas should be maintained by replanting
bare areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
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 extended dry detention basin system shall be maintained in good working order.
8. Rip-rap aprons that provide diffuse flow shall be maintained every six months. All accumulated sediment
and debris shall be removed from the apron. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title:
Address:
Phone:
Signature:_
Date:
Note: 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.
I, , a Notary Public for the State of ,
County of , do hereby certify that
personally appeared before me this day of
, and acknowledge the
due execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand
and official seal,
SEAL
My commission expires
Page 2 of 2
A-rwo" 64 7 (0
Reservoir Report Page 1
English
Reservoir No. 1 - SWM POND
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation
ft ft
0.00
1.00
2.00
3.00
4.00
5.00
6.00
Contour area Incr. Storage Total storage
sqft cuft cuft
1,299 0 0
2,165 1,918 1,918
2,768 2,467 4,385
3,426 3,097 7,482
3,965 3,696 11,178
4,681 4,323 15,501
5,168 4,925 20,426
2194.00
2195.00
2196.00
2197.00
2198.00
2199.00
2200.00
Culvert / Orifice Structures
[A] [B] [C]
Rise in = 18.0 1.0 0.0
Span in = 18.0 1.0 0.0
No. Barrels = 1 1 0
Invert El. ft = 2189.00 2194.000.00
Length ft = 72.0 0.0 0.0
Slope % = 3.47 0.00 0.00
N-Value = .025 .013 .000
Orif. Coeff. = 0.62 0.62 0.00
Multi-Stage = ----- Yes No
Weir Structures
[D] [A] [B] [C] [D]
0.0 Crest Len ft = 6.3 20.0 0.0 0.0
0.0 Crest El. ft = 2199.00 2199.500.00 0.00
0 Weir Coeff. = 3.10 3.10 0.00 0.00
0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00
0.0 Multi-Stage = Yes No No No
0.00
.000
0.00
No Tailwater Elevation = 0.00 ft
Stage / Storage / Discharge Table
Note: All outFlows have been analyzed under inlet and outlet control.
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 2194.00 13.83 0.00 --- -- 0.00 0.00 --- - - 0.00
1.00 1,918 2195.00 14.94 0.03 --- --- 0.00 0.00 -- -- - 0.03
2.00 4,385 2196.00 15.97 0.04 --- --- 0.00 0.00 --- --- 0.04
3.00 7,482 2197.00 16.94 0.05 --- --- 0.00 0.00 --- -- - 0.05
4.00 11,178 2198.00 17.85 0.05 --- -- 0.00 0.00 --- -- - 0.05
5.00 15,501 2199.00 18.72 0.06 --- --- 0.00 0.00 --- -- - 0.06
6.00 20,426 2200.00 19.56 0.05 - - 19.47 21.92 -- -- - 41.44
Aamar j"o4T 1
Hydrograph Summary Report
Page 1
F.d. Hydrograph
ty pe
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(tuft) Return
period
(yrs) !nflew
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 SCS Runoff 13.6 1 718 27,373 10 - - Existing Condition
2 SCS Runoff 19.7 1 717 41,301 10 - -- Developed Conditio
3 Reservoir 12.9 1 722 25,719 10 2 2199.63 18,602 Dev Site Thru Pond
Proj. file: 0210.gpw OF file: Ashvill.idf Run date: 04-11-2003
tr (w 01
P't U .. ? ., • ,.,
LLJ

W
2
?
?? F Q
.9 .9 ?
?
< Q
? Q N
F - .zl q??sY
?? m ? b

Z
W ? .LI
.9 ,9 L J
V

6 W T-
i

of N:
L ? 01 ..,:,•J
7L
.
F J?
9 .9

.LI

mm
a
{
Ix
cr L)
fia
w C I

p
t
Q 5 ? ?
3
Ilk i

p?
Y
Bg
7? 1Y R
?• ?
¢
LH6

? ?tlp ,,,9-«ro
a
? ae. •a..... .n?,. a ..[.9. .s.-... o
•A'.it'..L'JI
v k ? ? tl iF B? y^ J
c?
O/ NI
I e ? ?
.9 'NII .9_• '--rrrrtr----t?ftttt----?----9`---- .l V.Z I ,` 'A.[ W
Npl
• -. ,1 •9 i SiItlYA •91

J
D
O
Z
O
G.
?2 rr7
< ,9l F
t6 ?6
ebb "
E ??? a b
o?
15.1 If
jfb2(??? Js ?$ ? ?5 3 sp Fps
V JP?E % N? n7Y0
61
z
warF9p?
? r

March 3, 2003
Mecklenburg County
DWQ Project #: 02-1889
Approval Of 401 Quality Certification with
Additional Conditions and Catawba River Buffer Rules
Dr. Ray T. Drury
7541 Pilot Cove Court
Denver, NC 28037
Dear Dr. Drury:
You have our approval, in accordance with the attached conditions, to impact 256 square feet of
shoreline/waters for the-purpose of shoreline stabilization at Pawcreek Township, Section2, Lot# 21 on
Mt. Island Lake as you described in your application dated January 31, 2003. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number
3373, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This certification
allows you to use General Permit Number 198200030 when the Corps of Engineers issues it. This
approval is also valid for the Catawba River buffer rules (15A NCAC 2B .0243). 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. 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) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Stormwater shall be directed to flow at non-erosive velocities across the entire protected stream
buffers;
2. No trees shall be removed from Zone 1 of the Catawba Buffer unless they are directly within
the construction access corridor. If trees are removed, at least two species of native forested
vegetation shall be re-established within the construction access or other temporary impact area
occurring in the protected buffer zone within the next growing season following construction
of the project;
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
3. This project is for the installation of keystone wall and riprap to prevent further erosion of the
property due to wave action. The use of mechanical equipment on the beach must be
minimized;
4. Equipment and materials may be offloaded to the beach at the bulkhead site, but steps must be
taken to keep all equipment out of the reservoir;
5. Any disturbance within 50 feet of the shoreline must be done in compliance with the Catawba
River buffer rules;
6. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401 /Wetlands Unit of the Division of Water Quality.
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. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
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 or Alan Johnson
at our Mooresville Regional Office at 704-663-1699.
Sincerely,
JRD/bs
Attachments
N , P. ire, , tor
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files

401 ISSUED
The following is an abbreviated application form for those applying for a 401 Water
Quality Certification to impact FERC (Federal Energy Regulatory Commission)
regulated lake shore or bottom under the U.S. Army Corps of Engineers Permit
GP30. This Application cannot be used for wetland or stream impacts. Please
provide seven (7) copies of this application and supporting information as well as a
non-refundable application fee to the Division of Water Quality of $200.00 for
impacts of to lake bottom of less than 1 acre and $475.00 for impacts to lake bottom
of greater or equal to 1 acre.
Applications should be sent to:
02 18,S
Division of Water Quality Wetlands
1650 Mail Service Center ; ++
Raleigh, NC 27699-1650 ?.!
FEB ' 3X03
1. Applicant Information ?yy.. ,? ERT
Owner/App
Name:_
Mailing
Telephone Number: 70 y - 31,L_l o fIr/)
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:_
Telephone Number:
E-mail Address:_
11. Project Information
Attach a vicinity map clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. Also provide a detailed site
plan showing property boundaries and development plans in relation to
surrounding properties. You may use the diagram below to make a hand sketch of
Fax Number: Xq S3a 7S ,23
Fax Number:

your project. Also, see the example below for guidance. Both the vicinity map and
site plan must include a scale and north arrow. The footprints of all buildings,
impervious surfaces, or other facilities must be included.
1. Location
County: Nearest Town: Cl,4 r1o //-'.-
Subdivision name or site address (include phase/lot number): PaCruK'Tvw?s?, _? ?`=?a 'f?l
Directions to site please include road numbers, landmarks, etc. (This is not
necessary if an adequate vicinity map is included): G, n r 4-p azn c
2 Dese e existing land use or condition of the site at the time of this
aonli do V sgd t v- 5 ,,nm I c < (? h ovAC . 1/? wood r`G-a,
3. Property size (acres): . 5?D
4. Nearest body of water (stream/river/sound/ocean/lake):IJTJ -I' l,? 5 l rz ? d l a Ke
5. Describe the purpose of the proposed work: Set, (,.)a it 9/- 'P v_T? V3 ?6
`l3 Not It 6 ov y 0. r C
6. List the type of equipment to be used to construct the project: bacL- hoe
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, I
etc.) below the normal pool lake level in square feet or acres: ('r??3 of wafer ;al
/2 Fl f( X ,2 Ff - 2?-(, J+;z ??1 rn??rw?a1 pool la4c lc?c 1
a. Amount of impact (including all clearing, back fill, excavation, rip rap,
retaining walls, etc.) above the normal pool lake level and 50 feet land-ward in
square feet or acres: r;,,2 rt, p S f1- 6, n o, ,? Aj -,& it p oo l l e yr
19kT v Z . 4- c ao _0 Z _ 4-blac e woed re6 w, Walt w 1)1 Jcey<
b. Please describe vegetation above the normal pool lake level and 50 feet land-
ward to be impacted (number of trees for instance): .Z S-,il 47tes hat4ik, _
Oil o e vo oc?ik V
Applica4t/Agent's Signdture IDatt
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
w.
` DUKE POWER LAKE MANAGEMENT. MCI1-9
P O BOX 1006
CHARLOTTE, NC 28201-1006
704-382-1567 or TOLL FREE 1-800-443-5193
APPLICATION FOR PERMIT TO STABILIZE THE SHORELINE IN NORTH CAROLINA
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank. PLEASE
SUBMIT APPLICATION AND APPROPRIATE DUKE POWER FILING FEE, PAYABLE TO DUKE POWER,
TO ABOVE ADDRESS.
L Applicant Information
A. Name A V ?, 9 RJ
C ? ? 1
B. Mailing Address 7??(I p 1 d CB ve (4. 7>6 yc r y A)
C. Telephone: ?70'i? 36 I -llvY
H. Location of Proposed Project
A. Lake Irlbuv.frAtu 1SLAw+7
B. Street Address )2.3 ZA I WIPAk`T AD
C. County D. City, town, community or lank l'MlR Lt?'t '[_ti
E. Section Z. Lot # Z 1 Subdivision P A.,,rG24 r C 'TQ v A6-M P
F. Directions to property by road Avy /(v /t/,1,M itJ wmC,_CsuL _
G. Latitude and longitude for the project site
H. Please submit a map showing the coordinates or a detailed map (USGS quad map, city map, etc.) showing the
exact location of the project site. (NOTE: Latitude/ longitude coordinates can be found on internet site,
wwiv.mansonus.com. Directions: Don't register, click "Maps", enter address, draw map, select "Map
Clicking Will...", select "Lat/L.ong", click map)
III. Description of Project i
A. Length of wall
B. Material
? 14 1-
C. Distance from prope line/shoreline
IV. Intended Use of Project Area
A. Private p 1 K I YC?
B. Commercial
V. Applicant Signature Date Id 73 d-Z
PLEASE NOTE THE FOLLOWING:
• A COPY OF THE COMPLETED APPLICATION WITH A ROAD MAP SHOWING LOCATION OF THE PROPERTY
MUST BE SUBMITTED TO: US ARMY CORPS OF ENGINEERS, 151 PATTON AVF- - ROOM 208,
ASHEVILLE, NC 28801-5006
A COPY OF THE "DUKE POWER APPLICATION FOR PERMIT TO STABILIZE THE SHORELINE IN NORTH
CAROLINA" AND SEVEN (7) COPIES OF THE COMPLETED "NC DIVISION OF WATER QUALITY PRE-
CONSTRUCTION NOTIFICATION APPLICATION" MUST BE SUBMITTED WITH THE DIVISION OF WATER
QUALITY APPLICATION FEE TO:
NC DIVISION OF WATER QUALITY
ATTENTION. JOHN DORNEY
PARKVIEW BLDG., 2321 CRABTREE BL VD.
RALEIGH, NC 27604
919-733-1786
12/07/01 ssb
DUKE POWER DIRECTIONS BY ROAD FORM
Lake Use Permit Applicants and Contractors: Ease of locating the proposed project site can have a big
impact on permit processing time. Please complete this form and return it along with your completed
permit application to:
DUKE POWER
C/O LAKE MANAGEMENT - EC 12 Q
PO BOX 1006
CHARLOTTE, NC 28201-1006
1-800-443-5193
Applicant's Name: J AEI 3)12y Q J Type of Permit Requested
"Circle":
Street Address (at lake): I _ L fMV rn tZ ? K-D
T Private Facility
Lke Name: MnlV T I rs Commercial Facility
Excavation
Subdivision Name: PAW C (Z©lJU N5}1 IJ7 Stabilization
Conveyance
Property Section: Lot # 71 Miscellaneous Uses
City: ??? I(1 - ?1 TEL County:
State: i\? r?2T lk o 1 w! h zip:
Telephone: 3 6 I - NX)
Directions (from major road or highway):
B(VU kS k? r C Fre C ?a t tcv? Il:' , l7G N ? ?
-.rc{c?s
-T-a C,, IeJ T I,t
I 10L vp?- Nale v-e-
Descriptive Structure on Property (i.e. brick garage, white fence, mobil home, etc):
'Note: Please use (tieback of this form if desired to dram us a neap to the si(e.

GPAIJ AKEMGMT/I.MPPM/DIRECnONS.DOC Erfoctivc DaW I I/I SNS
?? aw Y ` z v
?IQ d W ?p d 4 d w ?'•? ?d 1.L
O
O
N
o.
O
N
O
o.
o,
9L81 .rn a31ra
111-21 avn
r Z
W L
2 ?
N
W ?
a 0
N /
U II ?? a
a-
a
?l'' ?PKE ?1s Y 424j7» E
iS?PN ?,' s 13 3
yr
W
U
z ._
'' N M
?^ a o
o.-N
w 3
i7 V
0 o a
'v'Nn
o v, z
w
m
Z J J
'el -
S 01,03,00' E " 61 p0 ?? r ao N
O
5.345 g1 ,-? J m o
?- d
Y g• c
U.1 U,
a 16
e N
F_ 0
LO
J J o 0Jf j 6?0 a??? `Y l `? Og T
i
? w '4,. trb
O r 1
f ' - ) JLJ V1
Z to
,n
C5 00
a Q.O
of .)
N Ap
m 13g o? n
Li Ao&j i o•
S !?! O
00
ID
O
r
r z0
U
Y J
Q Y
a ``/
OD o a
vwt p n
O w
z
o 0 0
?W Z
m a o
? Q ? q q II
3 Z r
M (A z m
w
z z W w O
:2 J ?w m to

? Y
c
i
w
J
Q
v
C
N
0
z
11J o
0& l3??rH ? g
??swac
all Aud3,s3Tt3zzoa
(n
Q
V
O W
a a
>
a ¢U
~
U M
w
2 w
2O N J
CL w Cl.
a
O Y
o¢
t:
J ¢
O
F- ?
? Z
cr
W ¢ O
elf V)
L,
W Z U
¢
.z 1 Of
4
I
a¢
.< I - \ ddiy
,
/ I \ \ b

N

\ d
m - \
\ b \
\
y
\
W \
ti
a- O V N p \
} U z O \
z' a w o 3
o
H J W J
a m
o 3
U z of 0
r
c
z
? z x ?v m :2 a
O U O > ? w
X
0
W F. m o mi a

_ if if II a If if a
J
J
Q
3 W m 3
wz
a
'
0:
o
X
ju t+U Ju ?u 10- 0 20'

r
?h
GRAPHIC SCALE IN FEET
,R 1" = 20 Feet
4.
v\.
s
I V)
648' CONTOUR
W
Ch O
LOT 21 rT'
LOT AREA 3 T(-

0.580 ACRES WALL z,
0R 25264 Sq. Ft.
S \
G p:
D cp!?i
C?
C)
R,
C?
r ,n
i 1
ull
cc) p. l rt
12? 00"
0.
SHED o, 8? C m
rn {
0. {
1r- \ {
cr \ tlfl 1

Q
G
(,.J
-A
z
n?
f.c
n
a
a? ?

Form 398578 (R9-85) SHORELINE MANAGEMENT PROGRAM Previously Form 08940
PERMIT APPLICATION FORM
NC 1 SC 2
Co. No.
Lake 04-
APPLICANT
Name:
Addres
im"Prw if ddoM' Mc Amm IZY- 4:9
My state Zip
Telephone: 70 V 3(6 /- ?&ff© Area Code Number Ext.
Signature:
Circle the appropriate number
Ramp &
Marine Shoreline
Pier Railway Boathouse Stabilization Other
USE:
1. Individual
©
1
1
2. Common 2 2 2
STATUS:
1. Existing 1 1
2. Proposed ? 2
MATERIALS:
1. Concrete 4. Treated wood 1 4 1 1 4 1 4
2. Masonry 5. Untreated wood 5 3 2 5 2 5
3. Metal 6. Other 3 6 6 ® 6 3 oc
FLOTATION:
1. Plastic cylinders Q
2. Styrofoam 2 2
3. Other 3 3
TYPE OF FACILITY:
1. Permanent 1 1 1
2. Floating 2
3. Combination Q 3
T ?zo
Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fi Fig. 6 (other)
Pier Dimensions: See Figure Above Pier surface area sq. ft.
Float surface are sq. ft.
Condition of Pier: ? Good ? Fair ? Poor
Permitted: ? Yes ? No Date: By:
Additional information:
COMMON USE PERMIT
If this application is for the common use of a facility, those parties using the facility appoint the individual listed in the
applicant section of this form as the agent applying for the permit. All parties using the facility must sign below.
Name Date Address
I.D. No. Permit No.
Grid Sect.
Utility Co. Ownership;:Eg2-?? 2 Lease
I??oposPd P1q n
LDING SET BACK P,•,v posed Key S'f0.1 tA)m ' wl dI ?,e_ I,,o kte_ e X/r
5 40' 30' 20' 10' 0' 20'
R RECORDED PLAT I I I I
46: R-5) Wood re4w'llr'11? Wu(( L?rrenf(y exos S. I I... ?I
i0' ZvApp.4 ShevldP be- Al/li'MrO and 5h6k4d he_lj4 GRAPHIC SCALE IN FEET
>0' FROM LAKE CONTOUR 648' (DEED LINE) /'Lln •o;f wn,tZr- infp Oe- laKe. = 30 Feet
0' EIR
;EAR SET BACK) BUFFER X
J BUILDING = 52'
MECK. COUNTY APPROVAL 4Q=
t< NIX
LOT 20
MB 18-111 649' CONTOUR
DEED 4411- 763
yh I R/WALL U O C, ' olo
LOT 21 3 Z
LOT AREA
UBJECT
DINANCES ` i 0.580 ACRES
Y RESPONSIBLE OR 25264 Sq. Ft. ?-
CODES AND 3 J
EIR ,/ \sc-• 00,
pp 4L_
EIR
I /i3. ?5y 15 'p
Q?
EXISTING J
I \ r ?? i+ 11
GDW
1
PROPOSED
NEW BUILDING
LOWER FLOOR $" 1 m
\'Aj PLAN AREA
' IR
3 STORY ej 5 " 1
\e,, BRICK/STUCCO CO ??
P Q m r J? ?0v E6?
010,
IN, I
/ 2 l? A j ,
/ ' ? ? I r v iw S?o? , ,
o rA:
j6
NOTE: PROPOSED BUILDIt
a°. Pu?, ` eaj p9 ARE TAKEN FROM THE BI
euc Riw S 1066. / 150 ,OF LIVING CONCEPTS FOR
BUILDING ENVELOPE g?h1 WITH DRAWING N D-3194
/
/ AREA 8729 Sq. Ft LOT 22
. .
6>BO `rosroe / a6- MB 18-111
EIR ' rgRO DEED 5252- 749
NUMBER DIRECTION
L1 S 54'39'03" E
J
L2 N 36.54'44" W
hry fH?f EIR
/ NOTE: ENFORCEABLE UTILITY (SS, PHONE, CATV,
`° & DRAINAGE EASFMFNTS ANn 0THF_R -,FT PACV(?
OF W ATF9 Michael F. Easley, Governor
p William G. Ross Jr., Secretary
.
U North Carolina Department of Environment and Natural Resources
6 7
> Alan Klimek, P.E., Director Division of Water Quality
D r
February 12, 2003
DWQ # 02-1889
j--?? Mecklenburg County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED l , ,, R Q
? Crt
r
Ray T. Drury `
7541 Pilot Cove Court 6 X03
Denver, NC 28037
'TLA?AjQS qro?
Dear Mr. Drury: ?.SfCT10N
On December 11, 2002 Division of Water Quality (DWQ) was notified by receipt of your
application regarding your pl fill waters for the purpose of shoreline stabilization in Mecklenburg
County. Approval from DVN is required to disturb these waters. Please provide 7 copies of the
following information and r to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 21-1.0500.
1. Please indicate all buffer impacts on the site plan. If the deck is new, it must be installed
more than 50 feet from shoreline. Please provide the area to be filled in square feet.
2. Please note specifically on the plan the proposed locations of riprap and/or keystone.
3. Is the proposed keystone wall at the same location as the existing wooden retaining wall?
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials, This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
S
R. Dorney
40 Water, Quality C rt' ication Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
A ft
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
pcrll? ?#- o?. - /8'89
X?sf??'?9 P la e. 6/, X17 house- Vvidev ?o•?s f ?v??%h

nLOINC SET BACK -- Vgr1Ch?6 1'tuS g1i-tadr L?H 9?c.ti '
' '

LR RECORDED PLAT
D{- friG {tovsc_.
6???c(r`u 50
40
30 20' 10' 0' 20'
I G
R
5 J
J
:
-
30'
50' FROM LAKE CONTOUR 648' (DEED LINE) GRAPHIC SCALE IN FEET
1
30 F

1 0
EIR =
eet
P
REAR SET BACK) BUFFER N
W BUILDING = 52'
Y,
MECK. COUNTY APPROVAL

LOT 20
MB 18-111 ? E;as' crud rouR NN,
DEED 4411-763 cn

yh I R/WALL U ' olc
-A
. a
4? I
LOT 21 ? Y
a z a
2' . w
SUBJECT LOT AREA A z
2DINANCES
Y RESPONSIBLE I 0.580 ACRES y o
. OR 25264 Sq. Ft. IL
CODES AND li.
/ EIR ?Sc'• ?i ?\s Cn

PP A
/ EIR
P
Y,
\+J
? f ?
? \ -
?
EX15S1NG
?? \

??,
? paik

1
EXISTING \
GDW 11
PROPOSED
/
/ \& NEW BUILDING \3? !
\S,
t3 LOWER F
R
J-
LOO
V'\q PLAN AREA

1 EIR
1
3 STORY e ?sl 5
?
\p, BRICK/STUCCO CO 3
/? P m ??gym
i? acS•
Q \?0 E?

00

/ NOTE: PROPOSED BUILDIt
.1
1 JO' PV?'C R
s. ea 9
-
A ARE TAKEN FROM THE BI
!W
01
.?S
0.6e/ ?hD
OF LIVING CONCEPTS FOF
/ BUILDING ENVELOPE WITH DRAWING # D-3194
/
AREA 8729 Sq. Ft. LOT 22
6je
EIR o- C'o'sioe M
?
) B 18-111
,
"ty DEE D 5252-749
NUMBER
DIRECTION
0 v L1 S 54'39'03" E
ly
"*IV4c?O?o L2 N 36'54'44" W
_
R

?' FI NOTE: ENFORCEABLE UTILITY (SS, PHONE, CAN,
N I)RAINACF FASFMFNT? ANP OTHER SFT BACK`;
o? WaTF Michael F. Easley, Governor
? P William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
j ?- Alan Klimek, P.E., Director Division of Water Quality
p -r
February 12, 2003
DWQ # 02-1889
Mecklenburg County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ray T. Drury
7541 Pilot Cove Court
Denver, NC 28037
Dear Mr. Drury:
c
On December 11, 2002 the I 'vision of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fittvaters for the purpose of shoreline stabilization in Mecklenburg
County. Approval from DWQ is Uquired to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance V = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. Please indicate all buffer impacts on the site plan. If the deck is new, it must be installed
more than 50 feet from shoreline. Please provide the area to be filled in square feet.
2. Please note specifically on the plan the proposed locations of riprap and/or keystone.
3. Is the proposed keystone wall at the same location as the existing wooden retaining wall?
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
( (& ` .
R. Dorney
40 Water Quality rt' ication Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
4%
?0F W A rFq Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
9 North Carolina Department of Environment and Natural Resources
> Alan Klimek, P.E., Director Division of Water Quality
December 30, 2002
DWQ # 02-1889
Mecklenburg County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ray T. Drury
7541 Pilot Cove Court
Denver, NC 28037 ?g
Dear Mr. Drury: }? ,?artLR*?O$ECPIQN
On December 11, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of shoreline stabilization in Mecklenburg
County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 21-1.0500.
1. Please provide a signed and dated copy of the application.
2. Please provide area (in square feet) proposed to be filled.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
A P*
N. Div' N
C. ision of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
Form 398578 (R9-85)
SHORELINE MANAGEMENT PROGRAM busty Form 06940
PERMIT APPLICATION FORM
NC 1 SC 2 I.D. No. Permit N
Co. No. Grid Sect:
Lake - Utility Co. Ownershiee 2 Lease
APPLICANT
Name: 0. v rc r
Fot Mld le Lest
1232 y #.q V ma," - ?,, -/- -
Address:
Street or Box
C ddc'12?! A)C l :Z?? l
city State ZIP
Telephone: 7 0 Y 36 Z ` ? & ?U
Am Code ? Number Ext.
Signature: - 19 ?' / /vLu u1
Circle the appropriate number below
Ramp &
Marine Shoreline
Pier Railway Boathouse Stabilization Other
USE:
1. Individual
©
1
1
2. Common 2 2 2
STATUS:
1. Existing
6 1 1
2. Proposed 2
MATERIALS:
1. Concrete 4. Treated wood 1 4 1 1 4 1 4
2. Masonry 5. Untreated wood 5 3 2 5 2 5
3. Metal 6. Other 3 6 6 ® 6 3 oc
FLOTATION:
1. Plastic cylinders Q
2. Styrofoam 2 2
3. Other 3 3
TYPE OF FACILITY:
1. Permanent 1 1 1
2. Floating 2 (Z
3. Combination <:I) 3
t 2,0
Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fi Fig. 6 (other)
Pier Dimensions: See Figure Above Pier surface area (??J sq. ft.
Float surface are a CO sq. ft.
Condition of Pier: ? Good ? Fair ? Poor
Permitted: ? Yes ? No Date: By:
Additional information:
COMMON USE PERMIT
If this application is for the common use of a facility, those parties using the facility appoint the individual listed in the
applicant section of this form as the agent applying for the permit. All parties using the facility must sign below.
Name Date Address
'Fdrm 398578 (R9-85)
SHORELINE MANAGEMENT PROGRAM
PERMIT APPLICATION FORM
NC 1 SC 2
Co. No.
Lake AZZ
APPLICANT
Name:
Addres
=r
Previously Form 08940
" ?Ier?yL° Ali w &T ??.Z l (o
city state ZIP
Telephone: '70Y /- /&S'v
Arse Code Number Ext.
Signature:'
Circle the appropriate number below
Ramp &
Marine Shoreline
Pier Railway Boathouse Stabilization Other
USE:
.1.Individual 1
2. Common 2 2
STATUS:
1. Existing 1 1 1 1
2. Proposed 2
MATERIALS:
1. Concrete 4. Treated wood 1 4 1 1 4 1 4
2. Masonry 5. Untreated wood 5 3 2 5 2 5
3. Metal 6. Other ( 6 6 (3 6 3 oc
FLOTATION:
1. Plastic cylinders
2. Styrofoam 2 2
3. Other 3 3
TYPE OF FACILITY:
1. Permanent 1 1 1
2. Floating 2 Q
3. Combination ? 3
T ? ? ?I TAI I? --I? T f? ?I f--?? -•i r
} T T70
1 ?.1
Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fi Fig. 6 (other)
Pier Dimensions: She Figure Above Pier surface area ?° sq. ft.
Float surface area boo sq. ft.
Condition of Pier: ? Good ? Fair ? Poor
Permitted: ? Yes ? No Date: By:
Additional information:
COMMON USE PERMIT
If this application is for the common use of a facility, those parties using the facility appoint the individual listed in the
applicant section of this form as the agent applying for the permit. All parties using the facility must sign below.
Name Date Address
I.D. No. Permit No.
Grid Sect.
Utility Co. Ownership f ec 2 Lease
ot0? W Arll?9QG
r

January 29, 2003
Ray T. Drury
7541 Pilot Cove Ct.
Denver, NC 28037
Re: Requesting fee due to NSF
DWQ # 02-1889
Dear Drury:
On 12/11/02, the N.C. Division of Water Quality received your application for 401 Water Quality Certification
for the purpose shoreline stabilization in Mecklenburg County. Please note that beginning January 1, 1999, the
N.C. General Assembly passed legislation requiring payment of a fee for all 401 applications, as indicated on
page two of the PCN application form. The fee for applications is $200 for projects impacting less than an acre
of wetland and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150
or more feet of streams, the fee is $475. In order for DWQ to review and process your request, you must send a
check in the appropriate amount made payable to the N.C. Division of Water Quality attached to your
application.
1. On 1/13/03 your check was returned to us due to Non-Sufficient Funds. At this time your project
will be placed on hold until we receive payment of $200.00. Please also respond to the previous on hold
letter we sent on December 30, 2002.
Please call me at 919-733-3575 or visit our web site at http://h2o.enr.state.nc.us/ncwetlands if you have any
questions regarding this letter.
Sincerely,

Michael Horan
Environmental Tech.
Enclosure or Attachments: More info. Letter sent on 12/30/02
CC
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
. A&
Customer Service
1 800 623-7748
?o?oF wAT-
7
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ray T. Drury
WATER
W'TLOT
December 11, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of shoreline stabilization in Mecklenburg
County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H .0500.
1. Please provide a signed and dated copy of the application.
2. Please provide area (in square feet) proposed to be filled.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
7541 Pilot Cove Court FEB r 3
Denver, NC 28037
Dear O Mr. On Drury:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
December 30, 2002
DWQ # 02-1889
burg County

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
OF W AT?A Michael F. Easley, Governor
?a 0 William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
j ?- Alan Klimek, P.E., Director Division of Water Quality
D •r
December 30, 2002
DWQ # 02-1889
Mecklenburg County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ray T. Drury
7541 Pilot Cove Court
Denver, NC 28037
Dear Mr. Drury:
On December 11, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of shoreline stabilization in Mecklenburg
County. Approval from DWQ is required to disturb these waters. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. Please provide a signed and dated copy of the application.
2. Please provide area (in square feet) proposed to be filled.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

OENn•OC3
"„19' DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Polo-`-
WI
CASH RECEIPTS JOURNAL VOUCHER.TH SUMMARY
i
r
01- Approved by:•_
Prepared by:
Dale:
Entered by:
DETAIL CHECK LIST IS ON BACK OF FORM FOR LISTING CHECKS INDIVIDUALLY
TOTAL DEBITS S ' D
TOTAL CREDITS $
CASHSUMM.XLS
j.qE rim( rnrr-R
Budget Code: 3 d
Leposlt Dale: U
DOCUMENT ID: 1 a
m GL EFFECTIVE DATE: D S
APP. CODE: n Deposit No.:
_.r. t..nr_ rnnF• 1 I

<} 14 0 6 r
ANDY THOMPSON

{S DBA THOMPSON'S GRADING c
' 8654 CATAWBA COVE DR
F BELMONT, NC 26012 66-112/531 t;
D
t
/I?L
e .
a
-
{> by to the l ;
order of
0(
Dollars ,
BRANCH BANKING AND TRUST COMPANY
GASTONIA, NORTH CAROLINA
0 `11 ? '
For rr
111000011,0611' 1:0S 3 10 L L 2 Lj: S 19 S 3B 9 9 3 611' .1'00000 200001'
FORM to-s NORTH CAROLINA STATE TREASURER
INV.144 DEPOSIT ADJUSTMENT
CODE NAME
STATE TREASURER 8000346
DEPOSITORY BANS; RETURN DATE
AGENCY ADDRESS
The attached item(s) has been returned by the depository bank
as uncollected. Your budget code has been charged for the
amount.
Description Sub-Head Amount

DATE OF ADJUSTMENT ROUTI\G/TRA\SIT NO. BUDGET CODE TRANS. CODE TOTAL ASIOUNT
y 5520-0000 `1 r i t I ?, ($ o?

d/ao/aZ

Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout.
? Please indicate the location of the protected buffers.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site
plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalis on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or
provide additional information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the
impacts to the . Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize
the impacts to the . Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through
the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be
achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may
be necessary to provide stormwater management practices that remove nutrients before the stormwater can be
discharged through the buffer.
$$) Other

? The application fee was Insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was
request. Please provide $ This additional fee must be received before your application can be
reviewed.
? Please complete Section(s) on the application.
Please provide a signed copy of the application.
Mitigation +
of compensatory mitigation is required for this project. Please provide a compensatory
mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the
type of impacts proposed.
fAW,J-,Q- 6?it 0- AM) 14A 94,
DWQ# ??-?1?----Triage On-Hold Letter 2.0 Staff Contact Date _ L ^ i I G
$$) Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
Please indicate all buffer impacts on the site plan. De ti yvlvvx * V e ur'
(11e J? ?? 2 W
't' A-o b,L
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please Indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please Indicate whether or not the proposed impacts already been conducted.
$$) Avoidance and/or Minimization Not Provided
? The on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
It is necessary . for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the impacts.
This Office believes that the iabalW on the plans ai can be moved or reconfigured to minimize the impacts to the Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
$$) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please prrehde $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
$$) Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed,
? Please indicate which 404 Permit the USACE would use to authorize this project.
c?pP
Y, IVY
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to: n l_ C'1
Ray Drury
7541 Pilot Cove Court
Denver, NC 28037
DWQ# 02-1889
A. SignIme X (? Agent
v !. ? Addre
B. R ceived'by (Printed Name) ?. Dat f Delive?
D. Is deli ry address d'rf rent from item l? ? Yes
if YES, enter delivery address below: ? No
1 ?I
3. Service Type
O'6rtified Mail ? Express Mail
? Registered [a Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
?. Article Number
(Transfer from service label, 7002 2410 0003 0275 0676
'S Form 3811, August 2001 Domestic Return Receipt 2ACPR1-03-Z-09
UNITED STATES POSTAL SERVICE
First-Class Mail
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Postage 8? Fees Paid
USPS
Permit No. G-10
?i . i!?!?f?t3l3411??1?itlF??!!!!??{l4ti?Fli!l4i1?3fftlfl?????f3111
?'.
.z
,.
? ?,; -
„_* „_
,?i , ? .
^;,,?. ,
-,I-

?.
??,
.(.:I
. ? r- ??
f Oi' 3 ' 4'-t
MI
oil
i
3
lS�
Vo
-400
Ivo
_:1, _
_.

4p

m
p

No wz_
a,
R
UNITED STATES POSTAL SERVICE First-Class Mail
Postage 8 Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Boulevard
Raleigh, NC 27604
1::1"si1::1l?Iit?Ititi?{?ill?leii's T 3 1? {?Fi 1 1i f ?:'si i
'EN1'e
rmplete items 1, 2, and 3. Also complete
m 4 if Restricted Delivery is desired.
int your name and address on the reverse
that we can return the card to you.
:ach this card to the_ back of the mailpiece,
on the front if space permits.
icle Addressed to:
Ray T. Drury
7541 Pilot Cove Court
Denver, NC 28037
A. Signature
x 2, " 7- 7)- G?gent
0 Addressee
B. Receiy d by (Printed Na ? C. Date of Deliver
k 1-/ 1) k U 1c,
D. Is delivery address 111krent from item t? G7 Yes
if YES, enter delivery address below: 0 No
3. Service Type
ErCertfied Mail ? Express Mail
? Registered Q?Return Receipt for Merchandise
0 Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
Article Number 7002 2410 0003 0275 0034
(Transfer from service
IS Form 3811, August 2001 Domestic Return Receipt 2ACPRI-O -Z-0s