SW7080721_HISTORICAL FILE_20080829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW;��>7a l
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
,Lw
YYYYMMDD

Runoff Volume & Drawdown
Post Development
Drainage Areas
A Gross
Impervious
Imp Fraction
Schuler Meathod
R = 0.05 + 0.9*Imp Fraction
Area (Ac)
67843 1.56
30605 0.70
0.45 0.45
Rv = 0.4560
V = 3630*Rp*Rv*A Rp =
V = 1 2578 cf
divide by 43560 sf/ac 0.06 ac-ft
multiply by 12 0.71 ac-in
Drawdown Time= Vol Req/Surface area of base/infiltration rate
Bottom Surface Area 2321 sf
Drawdown Time 0.0037 days
Area (Ac)
B Gross 92766 2.13
Impervious 52621 1.21
Imp Fraction 0.57 0.57
Schuler Meathod
Rv = 0.05 + 0.9*Imp Fraction
Rv = 0.5605
V = 3630*Rp*Rv*A Rp =
V =
4333 cf
divide by 43560 sf/ac
0.10 ac-ft
multiply by 12
1.19 ac-in
Drawdown Time= Vol Req/Surface area of base/infiltration rate
Bottom Surface Area
13085 sf
Drawdown Time
0.0011 days
AUG 2 9 2008
DWQ
PROJ #
I in
I in

.. 'r.,a,
''+
a1 � � Gn.�'_ C �. �
r„Y7 ; .

Area (Ac)
C Gross
301097 6.91
Impervious
119169 2.74
Imp Fraction
0.40 0.40
Schuler Meathod
Rv = 0.05 + 0.9*Imp Fraction
R = 0.4062
V = 3630*Rp*Rv*A
V = 10192 cf
divide by 43560 sf/ac 0.23 ac-ft
multiply by 12 2.81 ac-in
Drawdown Time= Vol Req/Surface area of base/infiltration rate
Bottom Surface Area 10442 sf
Drawdown Time 0.0033 days
C after Phase 3 Gross
Impervious
Imp Fraction
Schuler Meathod
Rv = 0.05 + 0.9*Imp Fraction
Rv =
V = 3630*Rr*R *A
V=
divide by 43560 sf/ac
multiply by 12
Area (Ac)
332528 7.63
141797 3.26
0.43 0.43
0.4338
12020 cf
0.28 ac-ft
3.31 ac-in
WE
Drawdown Time= Vol Req/Surface area of base/infiltration rate
Bottom Surface Area 14240 sf
Drawdown Time 0.0028 days
1 in
I in

1101
E
Area (Ac)
Gross
212780 4.88
Impervious
86698 1.99
Imp Fraction
0.41 0.41
Schuler Meathod
Rv = 0.05 + 0.9*Imp Fraction
Rv = 0.4167
V = 3630*R *Rv*A
V = 7389 cf
divide by 43560 sf/ac 0.17 ac-ft
multiply by 12 2.04 ac-in
E
Drawdown Time= Vol Req/Surface area of base/infiltration rate
Bottom Surface Area 6966 sf
Drawdown Time 0.0035 days
Area (Ac)
Gross
96484 2.21
Impervious
24000 0.55
Imp Fraction
0.249 0.25
Schuler Meathod
R, = 0.05 + 0.9*Imp Fraction
Rv = 0.2739
V = 3630*R *R"*A Rp =
V = 2202 cf
divide by 43560 sf/ac 0.05 ac-ft
multiply by 12 0.61 ac-in
Drawdown Time= Vol Req/Surface area of base/infiltration rate
Bottom Surface Area 2364 sf
Drawdown Time 0.0031 days
I in
I in

CE SOLUT Ions
OL N9illeoxJA p&� -
August 27, 2008
Mr. Scott Vinson
DENR-DWQ
943 Washington Square Mall
Washington NC 27889
RE: Stormwater Management Plan
Waterside @ The Point, Section 2
Washington County, NC
Dear Scott:
AUG $ ZUUB
Thank you forgiving our stormwater,application prompt attention. We have reviewed/corrected the
calculations and made the changes to the S W401-Infiltration Basin forms as requested in your email dated
August 26, 2008. All of your questions/comments are addressed in the order.presented below:.
I) Tab 2 of the SW401-Infiltration Basin supplement form has been attached for each drainage basin.
2) The amount of time necessary to drawdown the I inch design storm has been added to the design
calculations.
3) Elevations.in basin A have been adjusted. The correct bottom elevations is 10.0 fmsl.
4) The typo's have been corrected for basin C (see note below). .
5) This error was caused by rounding.
6) Again this is a rounding error. My assistant dropped some of the decimal points that I left in the
equations.
7) Two Stormwater Management Plan Sheets and two sets of both calculations and SW401's are attached
The appropriate documents are sealed and signed.
Scott, the difference between your rough estimates for surface area and our ACAD generate areas is
partially due to the fact that we are including the swales in our surface areas. That tends to make our
surface areas a little larger than what you are estimating.
If you need anything else please let me know via email ASAP. Thanks again.
Sincerely,
Robert T. Farris, PE
Enclosures: Revised Runoff Volume & Drawdown Calculations
Revised SW401-Infiltration Basin forms
Revised Stormwater Management Plan Drawings
A Professional Limited Liability Company Ifarris©roadrunner.com
201 Lane Drive, Elizabeth City, NC 27909 252-264-3222, Fax [phone]

f : a.
From: Scott Vinson <[e-mail]>
Subject: Waterside@The Point, Sec.2
Date: August 26, 2008 4:11:29 PM EDT
To: Robert Farris <[e-mail]>
Bob,
below is the request for additional information for the Waterside SW application. If you have any questions
or need an extension please call or write by Sept. 3, 2008. 1 believe the most time consuming items would
be just verifying some of the surface areas and volumes. I think most may be typos.
Thanks,
Scott Vinson
[phone]
August 26, 2008
Mr. Robert Farris, Manager Member
Waterside @ The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
* Subject: Stormwater Review No. SW7080721*
* Waterside @ the Point, Section 2*
* High Density Project*
Washington County
Dear Mr. Farris:
RECEIVED
AUG 2 9 2008
DWQ
PROD #
This office received a Coastal Stormwater permit application and plans for the subject project on July 29,
2008. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1) Please provide the second page (or second tab sheet in Excel) for each of the four supplement forms
titled "III. Required Items Checklist". This lists the page/plan sheet on which each listed item can be found
within the plans and/or application package.
2) Please provide the drawdown calculations. These calculations should be based on the provided volume
draining through the surface area of the bottom of each basin with the estimated infiltration rate.
3) On basin A's cross sectional detail the bottom is set at 9.70 fmsl, whereas the supplement form gives a
bottom elevation of 10.0 fmsl. Please verify and correct as needed.

4) On basin C's supplement form the Minimum design volume required is listed as 11,999cf whereas the
provided calculations give 12,020cf. This is believed to be a minor typo. Could you also please re -verify the
surface areas of Basin C? The bottom surface area listed as 14,240sf is crudely hand measured as roughly
13, 507sf and the storage surface area listed as 30,045sf is hand measured as—26,500sf.
5) Within Basin D supplement the minimum design volume required is given as 7,376cf whereas the
calculations give 7,539cf. Again this maybe a minor typo, but please verify and correct as. needed.
6) Within Basin E supplement the minimum design volume required is given as 2,171 cf whereas the
calculations give 2,202cf. Again this maybe a minor typo, but please verify and correct as needed. Could
you also please re -verify the surface areas of Basin E? The storage surface area is listed on the
supplement form as 12,020sf which seems a bit large.
7) If needed, please do not forget to have all revised plans and calculations signed, sealed and dated.
The above requested information must be received in this office prior to September 3, 2008 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. *If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.*
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions,
please feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office

r
ti
O
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Cnrolins Department of Environment and Natural Resources
August 26, 2008
Mr. Robert Farris, Manager Member
Waterside @ The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
Subject: Stormwater Review No. SW7080721
Waterside @ the Point, Section 2
High Density.Project
Washington County
Dear Mr. Farris:
Alan W. Klimek, P.E. Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on July 29,
2008. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
1) Please provide the second page (or second tab sheet in Excel) for each of the four supplement forms titled
"III. Required Items Checklist". This lists the page/plan sheet on which each listed item can be found
within the plans and/or application package.
2) Please provide the drawdown calculations. These calculations should be based on the provided volume
draining through the surface area of the bottom of each basin with the estimated infiltration rate.
3) On basin A's cross sectional detail the bottom is set at 9.70 fmsl, whereas the supplement form gives a
bottom elevation of 10.0 fmsl. Please verify and correct as needed.
4) On basin C's supplement form the Minimum design volume required is listed as 11,999ef whereas the
provided calculations give 12,020cf This is believed to be a minor typo. Could you also please re -verify
the surface areas of Basin C? The bottom surface area listed as 14,240sf is crudely hand measured as
roughly 13, 507sf and the storage surface area listed as 30,045sf is hand measured as—26,500sf.
5) Within Basin D supplement the minimum design volume required is given as 7,376cf whereas the
calculations give 7,539cf. Again this maybe a minor typo, but please verify and correct as needed.
6) Within Basin E supplement the minimum design volume required is given as 2,171cf whereas the
calculations give 2,202cf. Again this maybe a minor typo, but please verify and correct as needed. Could
you also please re -verify the surface areas of Basin E? The storage surface area is listed on the supplement
form as 12,020sf which seems a bit large.
7) If needed, please do not forget to have all revised plans and calculations signed, sealed and dated.
The above requested information must be received in this office prior to September 3, 2008 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
N0orthCmxtlinu
Alaturdly
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state, mus 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

_ You should also be aware that the. Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Scott Vinson
z,v
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
M

Permit No.
(to be provided by DWO)
'f W w rf5
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Dale
Drainage Area Number
—, 1-1
252-264-3222
7f23108
A
POINT
II.- DESIGN INFORMATION-!
Site Characteristics
Drainage area 61,84300
Impervious area 30,605 00 tF 1✓///
Percent impervious . in JUL 2 9 2008
Design rainfall depth 1.00 00 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
PrelPost 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
Whir
P/sec
fP/sec
ft`/sec
2,600.60 ft3
10,175.00 ft3 t/ OK for non -SR waters
in
ft3
ft3
ft3
TARBORO SAND
12.50 . irdhr
6.00 trial
1.00
- days OK
'6,00
:1 OK
10.00
fmsl OK
11.00
trust
10,692,00
ft2
11.70
ftnsl
118.00 '- ft
60.00 ft
2,321.00 ft?
Forte SW401-Infiitrabon Basin-Rev.2
Pans I. a li. Design Summary, Page 1 of 2

Permit No.
(to be Provided by DM)
Additional Information
Total runoff volume captured by basin
0.71
ac-in
OK
Length of vegetative filter for overflow
NONE
ft
OK
Distance to structure
NONE'-
-ft
OK
Distance from surface waters
850.00
ft
OK
Distance from water supply well(s)
220.00
ft
OK
Separation from impervious soil layer
42.00
It
OK
Naturally occur rig soil above shwt
6.00
ft
OK
Bottom covered with 4-in of dean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Captures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger stomis?
IV
_.(Y or N)
OK ✓ocumE 1S iX Z6014 AGW6W7-
Pretreatment device provided
Y
T
Fonn SW401-Infiltration Basin-Rev.2 Pans I. & It Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
o
RI/� �warF,9 `
a STORMWATER MANAGEMENT PERMIT APPLICATION FORM o�o�
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
BOB FARRIS
252-264.3222
B
111. DESIGN INFORMATION - -' - `-- -
Site Characteristics
Drainage area 9276600 kr -
Impervious area 52,621.00 11
Percent impervious 0.57 %
Design rainfall depth 1.00 in ✓ JUL 2 9 2008
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
-
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr runoff volume
ft3/sec
Post -development 1-yr, 24-hr runoff volume
ft"Isec
Pre/Post 1-yr, 24-hr peak Flow control
ft'Isec
Storage Volume: Non -SR Waters
Minimum design volume required
4,329.DO
fl
Design volume provided
14,561.00
fp ✓
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
it,
Post -development 1-yr, 24-hr runoff
it,
Minimum volume required
It,
Volume provided
Soils Report Summary
_
Soil type
TARB02RO SAND
Infiltration rate
12.50 .
Whir /
SHVIT elevation
6.00
fmsl A�
Basin Design Parameters
Drawdown time
1.00
days
OK
Basin side slopes
1/
3 & 6
:1
OK
Basin bottom elevation
✓
9.40 `
fmsl
OK
Storage elevation
✓
10.40
fmsl
Storage SA
14,561.an
ft"
Top elevation
f
12.00
fmsl
Basin Bottom Dimensions
Basin length
186,00 .
It
Basin width
107.00
it
Bottom SA
13,085.00
fe
Form SW401-Infiltration Basin-Rev.2 Pans I. a II. Design Summary, Page 1 of 2

'
Permit No.
(to be provided by DM)
Additional Information
Total runoff volume captured by basin
1.19 ac-in
OK
Length of vegetative filter for overflow
- NONE ft
OK
Distance to structure
NONE ft
OK
Distance from surface waters
550.00 ft
OK
Distance from water supply well(s)
570.00 ft
OK
Separation from impervious soil layer
42 O�—ft
OK
Naturally occuring soil above shwt
6.00 ft
OK
Bottom covered with 4-in of dean sand?
Y (Y or N)
OK
Proposed drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Yy—(Y or N)
OK
Bypass provided for larger storms?
f• (Y or N)
OK VOCK Ale
/S 3 x REou i,AM- vV7,
Pretreatment device provided
YT
Form SW401-Infiltration Basin-Rev.2 Parts I, & 11. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWD)
F O�W niEH `
O
STORMWATER MANAGEMENT PERMIT APPLICATION FORM s
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be punted, filled out and submitted along with all of the required information.
I.'PROJECTdNFORMATIOM 7`' "` '" ''°' "`�•'
Project Name WATERSIDE @ THE POINT
Contact Person BOB FARRIS
Phone Number 252-264-3222 -
Date 7/23108 -
Drainage Area Number C WI PHASE 3
Il , DESIGN INFORMATION...
Site Characteristics
Drainage area
V//
332,528.00
ft'
Impervious area
V/
141,797.00
g2
Percent impervious
✓
0.43
%
Design rainfall depth
V1.00
in JUL 2 9 2008
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr ni off volume
ft'Isec
Post -development 1-yr, 24-hr runoff volume
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
ft3lsec
Storage Volume: Non -SR Waters
Minimum design volume required
11,999,00
ft3
Design volume provided
✓ 41,993.00
ft3
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
W
Post -development 1-yr, 24-hr runoff
n3
Minimum volume required
ft3
Volume provided
ft3
Soils Report Summary
Soil type
TARBORO SAND
Infiltration rate
12.50
inthr
SHWT elevation
6,00
fmsl
Basin Design Parameters
Drawdown time
1,00
days
Basin side slopes
3 & 6
:1
Basin bottom elevation
8.80
fmsl
Storage elevation
✓
10.80
fmsl
Storage SA
7
30,045.00
ft'
Top elevation
- /
V
11.00
fmsl
Basin Bottom Dimensions
Basin length
250.00
fit
Basin width
135.00
ft
Bottom SA
2
14,240.00
If
OK for non -SR waters
OK
OK
OK
Fom SW401-Infiltration Basin-Rev.2 Parts I. & II. Design Summary, Page 1 of 2

Oy'? — T
•
Permit No.
(to be prowded by DM)
Additional Information
Total runoff volume captured by basin
3.31
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
�' NONE
It
OK
Distance to structure
NONE
It
OK
Distance from surface waters
335.00
ft
OK
Distance from water supply well(s)
345.00
It
OK
Separation from impervious soil layer
42.00
ft
OK
Naturally occuring soil above shwt
6.00
If
OK
Bottom covered with 4-in of dean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
/ Y
(Y or N)
OK
Bypass provided for larger storms?
4/ IV/
(Y or N)
OK V0 j4 M6 0, $ � X e,414%Q j',Q&D3'jdVW
Pretreatment device provided
Y
Form SW401-Infiltration Basin-Rev.2 Parts I. & 11. Design Summary, Page 2 of 2

Permit No.
no be Provided by DWDJ
fop W A7p `
o
®�/Li a STORMWATER MANAGEMENT PERMIT APPLICATION FORM o —
NC®ENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr mnoff volume
Post -development 1-yr, 24-hr mnoff volume
Pre/Post 1-yr, 24-hr peak Bow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr mnoff
Post -development 1-yr, 24-hr mnoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Dmwdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
BOB FARRIS
252-264-3222 - - -- -
7/23I08
C W/O PHASE 3
v
301,097.00 fl
119,169.00 g2
0.40
1.00 in
in
in81r
N'Isec
ft3lsec
B3/sec
10.187.00 113
✓ 38,449.00 it
in
P
ft3
ff3
its
OK for non -SR waters
TARBORO SAND
12.50
Whir
6.00
fmsl
1.00
days
OK
3 &6
:1
OK
/ 8.80
fmsl
OK
d/ 10.80
fmSI
✓ 25,876.00
F?
11.00
Imsl
200.00 it
65.00 it
10,442.00 112
JUL 2 9 2008
Form SW401-Infiltration Basin-Rev.2
Parts I. 8 II, Design Summary, Page 7 of 2

Z^ • Y
•
Permit No.
(to be provi xed by DM)
Additional Information
Total runoff volume captured by basin
2.80 ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
NONE It
OK
Distance to structure
NONE ft
OK
Distance from surface waters
335.00 ft
OK
Distance from water supply well(s)
345.00 ft
OK
Separation from impervious soil layer
42.00 ft
OK
Naturally occudng soil above shwt
HO . ft
OK
Bottom covered with 4-in of clean sand?
Y (Y or N)
OK
Proposed drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Bypass provided for larger storms?
(Y or N)
�r��
OK Vp LL( q F 1_5 Y X /� r�u(/ez. 74A*)i —
Pretreatment device provided
Y
_
V96UME 9.R *4SQU;R9AEWT
Form SW401-Infiltration Basin.Rev2 Pans I. a IL Design Summary, Page 2 of 2

Permit No.
(to be pmvirled by DlNO)
* n
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
�Of W-Tg'
`
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o�o� 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
WATERSIDE @ THE POINT: SECTION 2
7/23108
II. DESIGN'dNFORMATI0N4
v t"ii:.3v 'r
.. '
t. �.ro t .. kt4 7.
Site Characteristics
Drainage area
212,780.00
ft
Impervious area
86,698.00
H
Percent impervious
0.41
%
Design rainfall depth
V 1.00
in JUL 2 9 2008
Peak Flow Calculations
1-yr. 24-hr runoff depth
in •-
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr runoff volume
ft'Isec
Post -development 1-yr, 24-hr runoff volume
ft Isec
PrelPost 1-yr, 24-hr peak flow control
h'lsec _
Storage Volume: Non -SR Waters
Z
Minimum design volume required
7,376.00
ff3
Design volume provided ✓ 24,142.00 ff3 OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage SA
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
in
ff3
ff3
ff3
ff3
TARBORO SAND
12.50 irdhr
6.00 fmsl
1.00
.days OK
6.00
:1 OK
/
✓/
8.80
fmsl OK
✓/
10.80
fmsl
y /
17,176.00
ft2
11.60
fmsl
410.00 it
42.00 It
✓ 6,966.00 fl
Form SW401-Infiltration Basra-Rev,2 Parts I. a II. Desgn Summary, Page 1 of 2

s
Permit
(to be pmvlded by DWO)
Additional Information
Total runoff volume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occudng soil above shwt
Bottom covered with 4-in of dean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
2.03
ac-in
NONE
ft
NONE
ft
380.00
' ft
520.00
ft
42.00
ft
6.00
it
Maximum of 2 acre -inches allowed
OK
OK
OK
OK
OK
OK
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
(Y or N) OK VOLL4 Me IS 3 X AMU r 45ME v7-
Y
Forth SW401-Inrltration Basin-Rev.2 Parts I. a II. Design summary, Page 2 of 2

' Permit No.
(to be provided by DWD)
����4 W-- --T--T��Eq G
STORMWATER MANAGEMENT PERMIT APPLICATION FORM oA `o`
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
11. PROJECT INFORMATION - �., ... ,I -I e , '... .. -'
Project Name WATERSIDE @ THE POINT
Contact Person BOB FARRIS -
Phone Number 252.264-3222
Dale R5106
Drainage Area Number E
111. DESIGN INFORMATION
Site Characteristics
Drainage area
96,484 00
ft�
Impervious area
24,000.00
ft%
Percent imperious
j
•�
0.25
% q nODe
2
Design rainfall depth
1.00
in �� ��_ L
Peak Flow Calculations
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
infhr
Pre -development 1-yr, 24-hr runoff volume
ft'Isec
Postdevelapment 1-yr, 24-hr runoff volume
ft'Isec
Pm/Post 1-yr, 24-hr peak flow control
efsec
Storage Volume: Non -SR Waters
Minimum design volume required
2,171.00
ftr
Design volume provided
t/ 8,251.00
It, OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
ft3
Post -development l-yr, 24-hr runoff
8'
Minimum volume required
It,
Volume provided
It,
Soils Report Summary
Soil type
TARBORO SAND
Infiltration rate
12.50
in/hr
SHWT elevation
6.00
fmsl
Basin Design Parameters
Drawdown time
1.00
days OK
Basin side slopes
3 & 6
:1 OK
Basin bottom elevation
10.00
fmsl OK
Storage elevation
✓
11.00
fmsl
Storage SA
'Z
12,020.00
ftr
Top elevation
si
11.50
first
Basin Bottom Dimensions
Basin length
85,00
It
Basin width
40.00
It
Bottom SA
2,364.00
gr
Farm SW401-Infiltration Basin-Rev.2 Pans I. & IL Design Summary, Page 1 of 2

Permit No.
(to be bnomied by DWO)
Additional Information
Total runoff volume captured by basin
0.61
ac-in
OK
Length of vegetative filler for overflow
Z - NONE
It
OK
Distance to structure
NONE
ft
OK
Distance from surface waters
655.00
ft
OK
Distance from water supply wells)
700.00
ft
OK
Separation from impervious soil layer
42.00
ft
OK
Naturally occuring soil above shwt
6.00
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
(Y or N)
OK ✓dLG(ME /S 3 k Ru�yy1�7lr�
Pretreatment device provided
N
Forth SW401-Infiltration Basin-Rev.2 Parts I. & 11. Design Summary, Page 2 of 2

STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench
Objective ti
A. \/ Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
�y any means including piping or swales, and direct it to the infiltration system.
B. Check the proposed basin/ trench design to make sure it meets or exceeds the minimum
design criteria for design storm, volume and drawdown.
II. What makes up a complete infiltration basin / trench application package?
A. /fwo sets of sealed, signed & dated layout & grading plans with appropriate details.
B. V Completed application with supplement(s), SWU-101, SW401-Infiltration Trench, SW401-
/ nfiltration Basin, and inspection and maintenance agreements.
C. V Deed restriction document, if applicable. (subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. ✓ A soils report containing information in regard to the soil type, boring locations, seasonal high
'II ater table elevation and expected infiltration rate.
F.I��j Chlorides test results must be provided if the project is within'/2 mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shell\shighcomin basin
S:\wqs\stormwater\shells\highcomintrench
s:\wqs\stormwater\shells\highsubinbasin
s:\wqs\stormwater\shells\highsubintrench
Calculations: s:\wqs\stormwater\excel spreadsheets\inbasin
s:\wqs\stormwater\excel spreadsheets\intrench
V. Review Procedure- look for consistency between the various elements of the package- application,
plan and calculations.
A. APPOCATION
1./ Anginal signatures are required. Photocopied signatures cannot be accepted.
2. V A completed infiltration basin or infiltration trench supplement, one for each proposed
system. A signed, dated and notarized Inspection and Maintenance Agreement for
each proposed system with an origirial signature.
3. The elevations, areas and volumes reported on the supplement match up to the
y,umbers used,in the calculations and shown on the plan details.
4. V Built -upon areas are reported in square feet in Section 111,6.
5. Receiving stream name and classification.
6.(/Section 111.6-is•filled in -cannot be left blank. One column must be filled in for each
rop0sed infiltration basin or trench.
7. If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is,s_ pelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the -partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
S. For subdivided projects, a signed and notarized deed restriction statement must be
provided.
.9.✓Soils report with,the SHWT, Soil type and expected infiltration rate. -
Z>"s 1091087 4 4-'bUk
�uM.MG�rcl, L

Infiltration Basin & Trench, cont.
B. CALCULATIONS
1. The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
the sole means of drawdown.
rl 2N/j� The design storm is 1.5" if the project is subject to Phase II or is sited within % mile of
and draining to SA waters. The design storm for projects subject to Phase II sited
within Y2 mile of and draining to SR waters must treat the difference between the pre
and post development conditions for the 1-yr 24-hr storm. Otherwise, use 1" design
Atorm.
Z 3. Report the bottom surface area.
4. geport the surface area at the overflow elevation.
5. how the calculation for the minimum required volume.
6. Provide a table of elevations, areas, incremental volumes and accumulated volumes to
if emonstrate that the minimum required volume has been provided.
7. alculations are signed, sealed & dated.
8. �teport the Drainage Area and Built -upon area for each basin or trench.
9. The seasonal high water table must be at least 24" below the proposed bottom
elevation of the system. For Phase II projects, at least 12" of this must be in naturally
2 occurring soils.
10. All runoff in excess of the design storm must bypass to a vegetated filter prior to
entering the basin or trench. If the system is designed to store a larger design storm
(generally 2-3 times the minimum), the requirement for an offline bypass can be waived.
Please contact the Division to determine what design storm is appropriate for the
project.
/btt,,/c>'c curl Cr �cg ?
3asi o) C W/ M 3
'>C4 n O"%w. p /
5-6r,,?e SA
Tp • ' (Supol— llso ; P/An5 zoo
61r_5 - rzaga;reA V= I2v2o ; 5torl k It?
} Z Sv d ��y z4o� P/4#45 l3,sa7)
7

Infiltration Basin & Trench, cont.
C.
4
-z.
2
L'.f. ,2 `�� i
3 X v o\~ 401+
ei
PLANS - Plan sheets should be kept to a minimum. For small commercial single basin
projects, the plan set could consist of only 2 or 3 sheets, layout, grading and details. For
larger projects, show as much information as possible on as few sheets as possible, without
cluttering them up.
1. ✓.Development/Project Name
2. ✓✓ sneer name and firm.
3. VXegend
4. orth Arrow
5. v Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. Scale- standard engineering scale, no off-the-wall stuff.
7. I/4ate
8. Revision number and date, if applicable.
9. `Original contours, proposed contours, spot elevations, finished floor elevations, pipe
i arts, swale inverts, etc.
10.1isting drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11. Property/Project boundary lines, bearing & distances.
12Wean High Water Line or Normal High Water Line, if applicable.
13. Drainage easement locations shown on the plans along with their width.
14.VWetlands delineated, or a note on the plans that none exist. Provide a copy of the
wetlands delineation map signed by the Corps of Engineers, or have the applicant
include a copy of the unsigned delineation map submitted to the Corps. Infiltration
sy terns may not be located in wetlands unless a permit to fill those wetlands has been
tained and the soils meet the-SHWT-ard hydraulic conductivity requirements.
15V Details for the q ds, par ' g, cul-de-saSs,Jhclucllng sidewalk width, radii, dimensions &
lopes.
16partment / Condo development- provide a typical building footprint with dimensions,
� nd note all concrete and wood deck areas.
17. The drainage area for each basin or trench is clearly delineated and numbered to match
up to the calculations and supplement. Drainage area -4elineation is best done as a
�eparate plan sheet.
18. A basin section detail showing bottom and forage elevations 1 side slopes. The side
slopes of an infiltration basin are not rea ta-vegefa-fio� be hardened
19,kkith rock, timber, concrete, decorative brick, etc.
rench section detail with the perforated pipe diameter, filter fabric wrapped around
the pipe and around the trench, trench height and width, rock fill type.
20V/�-using a pre-fab chamber structure, provide details of the chamber, including model #,
length, width, chamber volume and number of chambers being used.
21V,kbypass structure detail is provided showing a trash rack with 56" square openings,
and the necessary bypass weir or pipe elevation. Several types of bypass structure
� �ddesigns are acceptable.
22. VDimensions for each line and arc formed by the bottom contour of an infiltration basin.
23. All runoff in excess of the design storm must pass through a vegetated filter prior to
being discharged into the receiving stream. The filter must be 50' long for SA waters
and 30' long for non -SA waters.
24.✓AII infiltration systems must be located at least 50' from the MHW line of surface waters.
25. Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
stable as a permanent vegetated cover for side slopes.
26. All roof drainage must be directed to the system. Show the roof drain collection piping
on the plans. This is especially necessary for projects where the buildings back up the
roperty lines where roof drainage may leave the site prior to going through the system.
27 / onitoring wells may be required on a case -by -case basis.
3,vin A P/ins ��`-1.70 � ��- (ppo
ON4S IS 6 ��GM ';�G
ZI 3'Z S�prl —/f- 7117/
�Gs:tn� : Cabs —2e�. V = 7,539 Sept Strawy T7,376 Z

JUL 2 9 200E
NARRATIVE
The existing site is an undeveloped flat parcel of land in the Coastal Region. The soil is a
Tarboro Sand with very high permeability. The USDA Soil Survey says that Tarboro
Sand it will take from 5 to 20 inches of water and hour. A deep test well on this parcel
showed the first impermeable layer of soil 42 feet below the surface. Slope over the site
is less than one percent.
The project is a mixed -use development including both single family residential and
commercial components. The planned impervious areas in the residential section
(including the wastewater treatment area) amount to 31.3 percent. The planned
commercial section is 52.1 percent impervious, for a total percent impervious of 35.8 for
the project. This project is planned as a High Density development.
The average house size is planned at 3,000 square feet of impervious surface and the
average driveway at 500 square feet. Calculations showing the lot draining half to the
front and half to the rear assume that 2000 sf of impervious surface drains to the front and
1500 sf of impervious surface drains to the rear of the lot.
Stormwater from the built upon areas is to be collected in drainage swales and drop inlets
and conveyed by swales to Infiltration Basins. The Basins have been designed to detain
at least a 3-inch storm, which is three times the mandated volume requirement. Due to
the highly permeable sand no emergency overflows have been planned. A subsurface
soil evaluation was performed by this office (copy attached) and we found sand at least 5
feet deep at each of the 5 planned Infiltration Basins. When augering our test holes
groundwater was not encountered and no soil discolorations were noted that would
indicate a seasonably high ground water table. Each hole was taken down 5 feet.
Previous soil testing for the wastewater disposal area by Terracon showed groundwater at
6 feet below surface in a relatively wet part of the season.
Stormwater from this site does not discharge anywhere. The sand is pervious enough that
stormwater infiltrates. When constructing SR 32 DOT did not build the typical roadside
drainage swales due to the pervious nature of the soil.
No wetlands exist on the site.
The Section 2 stormwater management plan design parameters herein are virtually
identical to the Section 1 parameters previously approved by DWQ. At this point we
have experience with infiltration basins in this specific location and we are very
comfortable with this conservative stormwater management design.
Please note the Phase 3 is expected to be the last Phase constructed in this section.
Because of that drainage area C is shown as C without Phase 3 and C with Phase 3. The
plan is to construct infiltration basin C and then to enlarge it when Phase 3 is developed
because the drainage area will increase in size.

%-(5 0 6
Z"IS'7eq
m
-5�3
JUL 2 9 2008
r c /
_ ✓ A� /EGG O Le' S' �i✓� � �'l 4UG��
tol
�- aP 9 �"

WATERSIDE 0 THE POINT
DRAINAGE AREA MAP
to- 200'
DRAINAGE AREA 8
TOTAL 92,766 sq.ft.
DRAINAGE AREA C ph3
31,431 sq.ft. \
TOTAL DRAINAGE AREA C W/ph3
3.32,528 sq.ft.
DRAINAGE AREA A
=-mz-1,67,843 sq.ft.
NPERMUS
22413 sqfL
RESCRYED
1! DRAINFMO
i
23.051 sq.fL
AJr 32. IOALT
SrWXfL
6 14
DRAINAGE AREA C
301,097 sq.ft.I
16 REARS
Fp
f
L
DRAINAGE AREA
I ,I' \i 6 '�I! - -��I ,
"'L 96,484 sq.ft.
21•so"m
a ALL
2.000 sc^
L
5 FROM
10.000 O%tL
u
u
-'-A LT,,
13ALM
189 S%fL
9 FRONTS
Z846 sc�& 18,000 sq.fL
r
onow- — —
DRAINAGE AREA D
212,780 sq.ft.

' POINT PRECIPITATION`r
FREQUENCY ESTIMATES
D FROM NOAA ATLAS 14
EDENTON, NORTH CAROLINA (31-2635) 36.0622 N 76.6103 W 6 feet JUL 2 9 200E
Firma "Precipitation -Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok M.Yckta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted: Wed Jul 2 2008
Confiden- ce Limit(Location Maps ) , Other r InfooGI , M� p Help, Docs U.5 Map }
Precipitation Frequency Estimates (inches)
(years)
mia
min
min
rein
miII�
min
�L
�L
��
�
4 day
7 d
1-0
-day-
d
day
day
I '
0.44
0.51
0.70
0.82
0.88
1. 33
1.21
1.42
1.50
1. 66
1.89
2.26
2.66
3.11
3.59
4.07
4. 66
5.43
7.36
9.09
11.27
13.5.3
1.78
2.11
2.26
2.70
3.17
.79
4.35
4.93
5.75
6.52
8.77
10.81
13.34
15.97
0.58
0. 33
1.18
1.67
2.14
2.57
2.77
3.32
3.91
FEE
627
7.21
8.07
10.66
13.00
15.95
18.87
10
0.66
1.06
1.34
1.95
2.53
3.10
3.36
4.03
4.77
5.82
6.63
7.38
8.43
9.35
12.22
14.76
18.10
21.20
25
0.75
1.19
1.51
2"
2.98
3.72
4.08
4.90
5.85
7.19
8.22
9.00
10.18
11.19
14.42
17.17
21.12
24.37
50
0.82
1.31
1.66
2.50
3.39
4.31
4.78
5.76
6.92
8.37
9.60
10.36
11.64
12.73
16.23
19.11
23.57
26 88
1 00
0.89
1.42
1.7912.74
3.78 14.88
5.48
6.63
8.0]
9.66 I
11.13
11.83
13.20
14.35
18.12
21.09
26.12
29.42
200
0.96
1.52
1.92
2.98
4.19
5.51
6.25
7.58
9.23
11.09
12.83
13.43
14.88
16.09
20.12
23.12
28.78 1
32. W
500
1.04
1.65
2.07
3.30
4.73
6.35
7.32
8.92
10.96
13.21
15.40
15.80
17.29
18.59
22.93
25.91
32.49
35.49
1000
1. 22
1. 66 12.21
3.58
5.23
7. 55
8.34
10.22
12.64
15.02
17.61
18.02
19.30
20.62
25 20
28 D9
35.46
38.1J
" These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting forces estimates near zem to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
IARI 5 10 15 30 60 120 3 6 12 24 �48 4 7 10 20 30 45 60
(years) min min min min min min hr hr hr hr l h day day day 11 day 11 day 11 day 11 day 1
=�
0.49
0.78
0.97
1.33
1.66
1.96
2.12
2.54
2.99
.35.
3 T]
.37
5.09
5.78
7.79
9.62
11.94
14.261
0.56
0.90
1.14
1.57
1.97
2.35
2.54
3.04
3.56
®4.71
5.28
6.14
6.92
9.29
11.44
14.12
16.84
I�
0.64
1.03
1.30
1.84
2.37
2.87
3.11
3.73
4.39
5.26
6.02
6.71
.71
8.58
11.29
13.76
16.88
19.90
10
0.73
1.17
1.48
2.15
80
3.44
3.77
4.52
5.34
G.24
7.14
7.90
9.00
9.93
12.93
15.61
19.15
22.33
25
0.82
1.31
1.67
2.47
3.29
4.12
4.56
5.49
6.53
7.71
8.84
9.62
10.86
11.88
15.27
18.18
22.34
25.70
50
0.91
1.44
1.83
2.75
3.73
4.77
5.33
6.42
7.70
8.96
10.32
I1.08
12.44
13.52
17.19
20.26
24.98
28.37
100
0.98
1.56
1.97
3.02
4.16
5.41
6.11
7.38
8.90
10.34
11.98
12.69
14.13
15.29
19.25
22.40
27.74
31.15
200
1.06
1.68
2.11
3.29
4.61
6.10
6.95
8.43
10.25
11.89
13.88
14.45
15.99
17.21
21.44
24.65
30.66
33.98
500
1.15
1.82
2.29
3.64
5.22
7.04
8.15
9.91
12.15
14.24
16.74
17.10
18.69
20.04
24.60
27.77
34.85
37.89
1000
1.24
1.95
2.44
3.96
5.78
7.92
9.30
11.36
14.03
16.27
19.25
19.62
20.98
22.37
27.22
0.23
38.23
40_95 j
*The upper bound of the confidence interval at 90% confidence level is the value which 5% of the simulated quantle values for a given frequency are greater than.
These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
http://hdsc.nws.noaa.gov/cgi-bin Ihdsc/buiIdouI. ped?type=pf&units--31-2635&slat=tat&slon= Ion &mIat=map+tat&mlon=map+Ion &elev-map+elev Page 1 of 5

CE SOLU i I®n5
"ui h9ia¢¢�s hti¢rs
July 24, 2008 JUL 2 9 2008
Mc AI Hodge
DENR-DWQ
943 Washington Square Mall
Washington NC 27889
RE: Waterside @ The Point, Section 2
Dear All
Enclosed herewith YOU will find two complete copies of our Stormwater Management Plan for
Waterside @ The Point, Section 2. With this correspondence we are enclosing a check in the
amount of $505 to cover the review application fee, and 2 copies of each of the following: a
narrative, deeds and permissio'n statement, SWU-101, SW401 Infiltration Supplements for each
basin; DRPC-I and DRPS-3 restrictions and SW401 Infiltration O&M for each basin:
This is a rather straight forward submittal based on the same design parameters of Section 1 in
the same development. The infiltration basins in section fare working very well. Please note
that this is a 3 phase project. I Phase I and 2 will be constructed before Phase 3. In fact, if the
commercial real estate does not sell the developer will likely apply fora modification of the
proposed permit to make that.phase residential as well.
Please call or email me if you have any questions. My cell phone number is 252-312-4200.
Sincerely,
obertT. Farris, PE
A Professional Limited Liability Company Ifarris@roadrunneccom
201 Lane Drive, Elizabeth City, NC 27909 252-264-3222, Fax [phone]

Document Index
Waterside @ The Point, Section 2 JUL 2 9 2008
Stormwater
Washington County, NC
1. Check to cover filing fee.
2. Narrative
3. SWU-101 Stormwater Management Permit Application
4. SW401 Infiltration Basin Supplements, Areas A through E
5. DRPC-1 High Density Residential Subdivision
6. DRPC-3 High Density Commercial Subdivision
7. SW401 Infiltration Basin O&M, Areas A through E
8. Stormwater Calculations
9. Soil Boring Logs

�-it-
SVFINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SW70 %a 1 SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
&Cq4 MC& 8/5/08 E3LQ
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
r'?
Part A. Ana; •'t � ,:,:I
1. Project Name Waterside (a) The Point Section 2-This is a Permit Modification
2. Location of land -disturbing activity: County Washington City or Township Skinnersville r'J� 2z008
Highway/Street SR 32 Latitude 35d 57' 11.88"N Longitude 76d 29' 24.05"W ®W0,.h�YAR0
3. Approximate date land -disturbing activity will commence: October 2008 �ItYY�L ��
4. Purpose of development (residential, commercial, industrial, institutional, etc.): residential and
commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 22
6. Amount of fee enclosed: $ none. The Express Permitting application fee is a dual charge. The normal
fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express Permitting
supplement is $250.00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE: Both fees are rounded up to the next
whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes XX No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Robert Farris E-mail Address 1 farris(cD. roadrunner. com
Telephone [phone] Cell # 252-312-4200 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Waterside (@ The Point LLC 252-264-3222 252-264-3022
Name Telephone Fax Number
201 Lane Drive
Current Mailing Address Current Street Address
Elizabeth City, NC 27909
City State Zip City State
10. Deed Book No. 444 Page No. 748 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Waterside 6 The Point LLC
Name E-mail Address
201 Lane Drive
Current Mailing Address Current Street Address IUL
Elizabeth City, NC 27909
City State Zip City State WASHINGTON
Zip
OFFICE

Telephone [phone] Fax Number 252-264-3022
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
E-mail Address
Current Street Address
Zip City
Telephone Fax
Zip
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
CE Solutions
Engineering Firm or other consultant
Robert Farris
Individual contact person (type or print)
1 farrisCa)roadrunner.com
E-mail Address
252-264-3222 252-264-3022
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the information provided herein.
Robert Farris Manager
ype pint name Title or Authority
Signature Date
I, J� 1047V/yE /U 44% a Notary Public of the County of �0.�c•�o�'Q
State of North Carolina, hereby certify that 24dEA7- / �/�,oeg_lS appeared personally_
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this -2-4__day of 20 bR
��.
Notary
Seal
My commission expires 7%a `T 0 �