SW7070805_HISTORICAL FILE_20190111

NUH I H UAHULINA
Department of Environmental Qua

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 71J 7U�'�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
ZP HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Baldwin Design
Consultants^
ENGINEERING SURVEYING - PLANNING
STORMWATER MANAGEMENT
NEW BERN TOYOTA
File #1B-041
Number Seven Township, Craven County, NC
January 9, 2018 RECEIVED JAN 1 1 2019
,,- ', , I,,
g• o DatePE
i
1700-D EAST ARLINGTON BOULEVARD, GREENVILLE, NORTH CAROLINA 27858
+ NCBELS Lic. No. C-3498 TEL [phone] FAx 252.321,1412 www.BALDWINDESIGNCONSULTANTS.com

STORMWATER MANAGEMENT NARRATIVE
NEW BERN TOYOTA
NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NORTH CAROLINA
January 9, 2019
GENERAL INFORMATION
Project Name: New Bern Toyota
Location:
5010 US-70 Highway, New Bern, NC 28560
Owner:
Craig F. Goess
3615 South Memorial Drive
Greenville, NC 27834
Phone:
[phone]
Consultant:
Baldwin Design Consultants, PA
1700-D East Arlington Boulevard
Greenville, NC 27858
Phone:
[phone]
The project site is located at 5010 US-70 Highway in Number Seven Township,
Craven County, North Carolina. The purpose of this project is to build a collision
center building, associated parking and utilities, and storm drainage
improvements on the New Bern Toyota lot. The installation of these
improvements will result in about 1.6 ac of land disturbance. There is an existing
wet pond on the New Bern Toyota property that serves New Bern Toyota
property and off -site Coastal Mini Storage property.
Proposed improvements within New Bern Toyota property will result in the net
increase of built upon area. Therefore, the existing wet pond will need to be
expanded to handle additional impervious area. As a result, existing New Bern
Toyota property stormwater permit number SW7070805 will need to be modified.
Per correspondence with NC DEC, this new additional built upon area will be
subject to new stormwater rules while the existing built upon area will be subject
to old stormwater rules when the original wet pond was designed. Per Rule 15A
NCAC 02H .1003(1)(b), the density of the new collision center project on the New
Bern Toyota property was determined as the difference of total built -upon area
minus existing built -upon area divided by the difference of total project area
minus existing built -upon area.
The 100-year flood does not infringe on the New Bern Toyota project site and
there are no wetlands on the New Bern Toyota project site property. The New
Bern Toyota property is currently developed and consists of a building, asphalt

parking lot, and concrete sidewalks.
STORMWATER INFORMATION
Pre -development:
The original New Bern Toyota project was permitted under stormwater permit
number SW7070805 and currently has 295,749 ft2 of existing built upon area.
This existing built upon area consists of 38,014 ft2 of buildings, 248,640 ft2 of
asphalt parking, and 9,095 ft2 of concrete sidewalks/patios. The off -site Coastal
Mini Storage project was permitted under stormwater permit number SW7060501
for a maximum of 338,187 ft2 of built upon area.
3,024 ft2 of existing asphalt parking within New Bern Toyota project site will be
removed to make room for collision center building in the northern corner of the
property. Therefore, for the purpose of existing BUA computations, 292,725 ft2
(295,749 ft2 - 3,024 ft2 = 292,725 ft2) will be used on the application. The
stormwater runoff from the New Bern Toyota project site as well as off -site
Coastal Mini Storage property is routed to the existing wet pond's forebay. The
treated runoff from the existing wet pond is eventually discharged into Brice
Creek in the Neuse River Basin.
Post -development:
Once the proposed improvements are completed, the total built upon area within
the New Bern Toyota property will increase by 31,908 ft2. This proposed
additional BUA consists of 18,200 ft2 of buildings, 12,632 ft2 of asphalt parking,
and 1,076 ft2 of concrete sidewalks. Addition of proposed improvements will
require compliance with the Coastal State Stormwater Program requirements.
The concentrated runoff resulting from the proposed improvements will be routed
to the existing wet pond's forebay.
The breakdown of BUA draining to the expanded wet pond once the site is fully
built out will be as follows:
Total Drainage Area 818,928 s.f.
Existing Built Upon Area (New Bern Toyota) 292,725 s.f.
Off -site (Coastal Mini Storage) 338,187 s.f.
Proposed Built Upon Area (New Bern Toyota) 31,908 s.f.
Total Built Upon Area 662,820 s.f.

Baldwin Design Consultants, PA
Design, Land Planning & Surveying
1700-D East Arlington Boulevard
Greenville, INC 27858
[phone]
Wet Pond Sizing
JOB New Bern Toyota
SHEET NO.
CALCULATED BY
CHECKED BY
SCALE
Drainage Area Subject to New Rules = 3.585 Acres
% Drainage Area Impervious= 20.43 %
Required Storage Volume (Water Quality)
OF 1
DATE 1/9/2019
DATE
(Total Lot Area Minus Existing Impervious Area To Remain)
(Proposed Impervious Area/Drainage Area Subject to New Rules)
Runoff volume from 1.5 inch storm
Rv = 0.05+.009(1) 1 = 20.43 %
Rv = 0.23 inches/inches
Volume = (Design rainfall)(Rv)(Drainage Area) = (1.5 inches)(0.23 in/in)(3.585 acre)
Volume = 0.10 ac-ft
4,565 cf (new required temporary pool expansion volume)
Wet Pond Basin 57,667 ct (existing + additional = 51,752 + 5,915 = 57,667)
Actual Volume = 57,667 cf OK (cumulative volume provided at the temporary pool elevation)
Wet Pond Volume and Surface Area Requirements for Additional Impervious Area
Average Depth =
6 ft
(85%TSS Removal via Wet Pond)
SA/DA =
0.72
(Interpolated from Table 2: Coastal SA/DA Table)
Min. Req'd Area =
1,124 sf
SA/DA/100 x 3.585 ac x 43,560 s.f./ac
Provided Area =
3,109 sf
Min. Main Pool Vol. =
6,746 cf
SA/DA x Average Depth
Provided Volume =
19,144 cf
Wet Pond Forebav Requirements
Existing Main Pool Volume =
73,053 cf
(See HydroCAD calculations.)
Additional Main Pool Volume =
19,144 cf
(See HydroCAD calculations.)
Total Main Pool Volume =
92,197 cf
(Existing main pool volume + Additional main pool volume)
Required Volume Lower Limit =
13,830 cf
(15 % of main pool volume)
Required Volume Upper Limit =
18,439 cf
(20% of main pool volume)
Provided Forebay Volume =
15,686 cf
(See HydroCAD calculations. This is 17 % of total main pool volume.)
Size Outlet Device for Control Structure #1
Invert elevation =
Estimated orifice center elevation =
Proposed water surface elevation =
Available head (h)
Discharge (d) = _
Coefficient of discharge
Orifice equation
Q = C'A 2gh
O of orifice
SAY
Orifice will drain temporary storage in
Shelf Plant Reauirements
23.00 feet msl
23.13 feet msl
24.83 feet msl
0.57 feet
10.75 cfs
0.6
1.94 inches
3 inches
0.18 cis
3.75 days
1 /3 head
1-year pre -development flow - bypass
10.75 cfs - 0.00 cis = 10.75 cfs
Submerged Aquatic Shelf = 1,758 SF (submerged)
Number of plants required:
Submerged Aquatic Shelf 450 Swamp Milkweed, Cardinal Flower, Joe Pye Weed, Scarlet Rose Mallow, Long -leaf Lobelia
A minimum of 3 different species, total of which 3 are emergent species with no more than 33 % of a single species.

NCDEQ Stormwater Design Manual
Lr.
Table 1: Piedmont and Mountain SA/DA Table (Adapted from Driscoll, 1986)
Table 2: Coastal SA/DA Table (Adapted from Driscoll, 1986)
i u ro
Q.78
0.61
0.44
0
0
0
1.48
1.04
0.87
[Qq:700.52
0.35
2.181.65
1.39{3)
0.87
0.70
40%
2.96
2.26
1.83
1.39
0.96
0.78
50%
3.65
2.87
2.35
1.83
1.31
1.96
60%
4.35
3.31
2.78
2.26
1.74
1.13
70%
5.22
3.92
3.22
2.52
1.83
1.31
80%
5.92
4.52
3.65
2.78
1.91
1.57
90%
6.53
5.05
4.18
2.96
2.44
1.74
100%
7.13
5.92
4.87
3.83
2.78
1.83
14�ef'po jai ivr �oC ZO, � 3 "/• iV,*,
0 13 -n.7o) -1o �zo.y3- Zo) to. 70 = t�.72
)
-a. vvet rond 7 Revised. 4-18-2017

1S
Pre -Development
2S � 4P
Post -Development
Subcat Reach on Link
Wet Pond

New Bern Toyota NC -New Bern 24-hr S1 1-yr Rainfall=3.53"
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HvdroCAD® 10.00-20 s/n 09193 © 2017 HvdroCAD Software Solutions LLC
Summary for Pond 4P: Wet Pond
Inflow Area = 18.800 ac, 80.94% Impervious, Inflow Depth = 2.76" for 1-yr event
Inflow
= 54.21 cfs Q
12.15 hrs, Volume= 4.330 of
Outflow
= 0.76 cfs Q
22.00 hrs, Volume= 0.592 af, Atten= 99%, Lag= 591.0 min
Primary
= 0.76 cfs Q
22.00 hrs, Volume= 0.592 of
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 6
Peak Elev=
24.91' Q 22.00 hrs
Surf.Area= 65,725 sf Storage= 170,198 cf
Flood Elev=
27.00' Surf.Area=
70,453 sf Storage= 212,528 cf
Plug -Flow detention
time= 722.0 min calculated for 0.592 of (14% of inflow)
Center -of -Mass det. time= 512.3 min ( 1,309.5 - 797.2 )
Volume
Invert Avail.Storage Storage Description
#1
17.00' 73,053
cf Existing Main Pool Volume (Prismatic) Listed below (Recalc)
#2
17.00' 19,144
cf Additional Main Pool Volume (Prismatic) Listed below (Recalc)
#3
17.00' 15,686
cf Forebay (Prismatic) Listed below (Recalc)
#4
23.00' 94,713
cf Existing Temporary Pool Volume (Prismatic) Listed below (Recalc)
#5
23.00' 9,933 cf Additional Temporary Pool Volume (Prismatic) Listed below (Recalc)
212,528
cf Total Available Storage
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
17.00
7,588
0 0
18.00
8,766
8,177 8,177
19.00
10,222
9,494 17,671
20.00
11,700
10,961 28,632
21.00
13,447
12,574 41,206
22.00
14,842
14,145 55,350
23.00
20,563
17,703 73,053
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
17.00
2,835
0 0
18.00
2,951
2,893 2,893
19.00
3,086
3,019 5,912
20.00
3,234
3,160 9,072
21.00
3,378
3,306 12,378
22.00
3,523
3,451 15,828
23.00
3,109
3,316 19,144
Elevation
Surf.Area
Inc.Store Cum.Store
_ (feet)
(sq-ft)
(cubic -feet) (cubic -feet)
17.00
996
0 0
18.00
1,412
1,204 1,204
19.00
1,830
1,621 2,825
20.00
2,555
2,193 5,018
21.00
2,967
2,761 7,779
22.00
3,605
3,286 11,065
23.00
5,637
4,621 15,686

New Bern Toyota
Prepared by Baldwin Design Consultants, PA
HydroCAD® 10.00-20 s/n 09193 © 2017 HVdroCAD
NC -New Bern 24-hr S 1
Solutions
yr Rainfall=3.53"
Printed 1/9/2019
Elevation
Surf.Area
Inc.Store CUm.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
23.00
26,200
0 0
24.00
29,377
27,789 27,789
25.00
33,421
31,399 59,188
26.00
37,630
35,526 94,713
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
23.00
3,109
0 0
24.00
3,242
3,176 3,176
25.00
3,379
3,311 6,486
26.00
3,514
3,447 9,933
Device Routing
Invert
Outlet Devices
41 Primary
23.18'
24.00" Round 143 LF 24" CMP W/FES @ 0.79%
L= 149.0' CMP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.18' / 22.00' S= 0.0079 '/' Cc= 0.900
n= 0.012, Flow Area= 3.14 sf
#2 Device 1
23.00'
3.00" Vert. Orifice/Grate C= 0.600
#3 Device 1
24.83'
7.0' long x 0.5 breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
Primary OutFlow Max=0.74 cfs @ 22.00 hrs HW=24.91'
L-1=143 LF 24" CMP W/FES @ 0.79% (Passes 0.74 cfs of 12.92 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.31 cfs @ 6.33 fps)
L
3=Broad-Crested Rectangular Weir (Weir Controls 0.43 cfs @ 0.78 fps)

SUPPLEMENT-EZ FORM COVER PAGE
Please indicate the types, quantities and locations of SCMs that will be used on this project:
I Quantity j Location(s)
Infiltration System
Bioretention Cell
i
Wet Pond
1 I Midway on the property towards east
Stormwater Wetland
Permeable Pavement
Sand Filter
Rainwater Harvesting
Green Roof
Level Spreader -Filter Strip
Disconnected Impervious Surface
Treatment Swale
Dry Pond
Designer information for this project:
Name and Title:
(Igor Palyvoda, PE
Organization:
JBaldwin Design Consultants, PA
Street address:
I1700-D East Arlington Boulevard
City, State, Zip:
IGreenville, NC 27858
Phone number(s):
I252-756-1390
Email:
[e-mail]
Designer
Q ' Qrt
�p3 �'Z:
O
ENG�.•'' yJ
Aeall,
j%,EICEI�I D jnnl 1 1201�
Si ature of Designer
1-9—%0
Applicant:
NCO¢�u,r
Pro ect Name:
New Bern Toyota
Address
5010 US-70 Highway
City / Town
New Bern, NC 28560
Company:
INew Bern Toyota -
Contact:
Craig F. Goess & Craig M. Goess
Mailing Address:
13615 South Memorial Drive
City, State, Zip:
JGreenville, NC 27834
Phone number(s):
1252-769-7738
Email:
I
Certification Statement:
I certify, under penalty of law: that this Supplement-EZ form and all supporting
information were prepared under my direction or supervision;
- that the information provided in the form is, to the best of my knowledge
and belief, true, accurate, and complete; and
that the engineering plans, specifications, operation and maintenance
agreements and other supporting information are consistent with
the information provided here.
I am aware that there are significant penalties for submitting false
information including the possibility of fines and imprisonment for knowing
violations as well as a report being made to my professional board.
Cover Page 1 12:33 PM 1/9/2019

WET POND
New Bern Toyota
THE DRAINAGE AREA
Drainage area number
1
Break down of BUA in the drainage area (both new and existing):
Total coastal wetlands area (sq ft)
- Parking / driveway (sq ft)
452935 st
Total surface water area (sq th
- Sidewalk (so ft)
10571 of
Total drainage area (sq ft)
818928 at
- Roof lag ft)
199314 of
BUA associated with existing development (so ft)
630912 at
- Roadway lag ft)
Proposed new ETA lag h)
31908 at
- Other, please specify in the comment box below (sq ft)
Percent BUA of drainage area
80.9,1%
Total BUA aq ft)
662820 5f
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM
Stormwater program(s) that apply (please specify):
IDesign rainfall tlepth (in)
1.5 m
Coastal State SW Program
Minimum volume required (cu it)
4565 cf
Design yearns of SCM (cu al
5915 d
GENERAL MDC FROM 02H .1050 -
#1 Is the SCM sized to treat the SW from all surfaces at build -out? ­777-Yes
#7 If applicable, with the SCM be cleaned out after construction?
Yes
#2 Is the SCM located an or near contaminated soils?
No
#8 Does the maintenance access comply with General MDC gg?
Yes
#3 What are the side slopes of the SCM (H:V)?
3:1
#9 Does the drainage easement comply with General MDC gh?
Yes _
#3 Does the SCM have retaining walls, gabion walls or other engineered side slopes?
No
#10 If the SCM is on a single family lot, does the plat comply with General MDC (10)?
#4 Are the inlets, outlets, and receiving stream protected from erasion (10-year storm)?
Yes
#11 Is there an O&M Agreement that complies with General MDC (11)?
Yes
#5 Is there a a bypass for flows in excess of the design flow?
Yes
#12 Is there an 08M Plan that complies with General MDC (12)9
Yes
#6 What is the method for dewatering the SCM for maintenance?
Pump (preferred)
#13 Was the SCM designed by an NC licensed professional?
Yes
WET POND MDC FROM 02H.1053 -
#1 Method used
SAIDA
#6 Width of the vegetated shelf (feet)
6 h
#1 Surface area of the main permanent pool (square feet)
3109 at
46 Location of vegetated shelf
Submerged
#1 Volume of the main permanent pool (cubic feet)
19144 cf
46 Elevation of top of shelf (treat)
23 ft
#2 Average depth of the main pool (feet)
6 it
#6 Elevation of bottom of shelf (fmsl)
22 ft
#2 Was the vegetated shelf included in the calculation of average depth?
Yes
#6 Slope of vegetated shelf (H:V)
6:1
#2 Elevation of the bottom of the permanent pool (fmsh
17 ft
#7 Diameter of drawdown orifice (inches)
3.0 in
#2 Elevation of the top of the permanent "(fmsf)
23 ft
#7 Drawdown time for the temporary pool (fours)
90 him
02 Elevation of the top of the temporary pool (treat)
24.83
#7 Does the orifice drawdown from below the top surface of the permanent pool?
Yes
#3 Depth providetl for sediment storage (inches)
18 in
#8 Does the pond minimize impacts to the receiving channel from the 1-yr, 24-hr storm?
Yes
#4 Are the inlets) and outlet located in a manner that avoids short-circuiting?
Yes
#9 Are fountains proposed?
No
#4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path:
#9 If yes, is documentation provided per Wet Pond MDC (9)?
NIA
#10 Is a trash rack or other device provided to protect the outlet system?
Yes
#5 Volume of the tomboy (cubic feet)
15686 -
#11 Are the dam and embankment planted in non -clumping turt grass?
Yes
#5 Is this 15-20% of the volume in the main pool?
Yes
#11 Species of tud that will be used on the dam and embankment
Deal
#5 Depth of torebay at entrance (inches)
72 in
#11 Describe the planting plan for the vegetated shelf:
#5 Depth of formicary at exit (inches)
12 in
A minimum of 3 different species with n more than 33 % of single species spaced at 2' on center.
Recommended species: Swamp Milkweed, Cardinal Flower, Jn Eye Weed, Scarlet Rose Mallow, Long -leaf Lobelia
#5 Does water flow out of the intraday in a rwn-eroaive manna?
Yes
#5 Clean -out depth for forebay (inches)
54 in
#5 Will the torebay be cleaned out when the depth is reduced to less than the above?
Yes
ADDITIONAL INFORMATION
Please use this space to provide any additional information about this wet pond that you think is relevant to the review:
Total main pool volume of existing volume and additional volume is 73,053. 19,144 = 92.197 cf. Existing torebay volume of 15,686 cf is 17%of total main pool volume (15,686/92,197 x 100% = 17%).
Wet Pond 1 12:33 PM 1/9/2019

�1l
Baldwin Design
Consultants, PA
ENGINEERING SURVEYING - PLANNING
I RECEfvpD j'0i i j 26ij
STORM DRAINAGE & EROSION CONTROL
CALCULATIONS
NEW BERN TOYOTA
File #18-041
Number Seven Township, Craven County, NC
January 9, 2019
GpaOL11V ".,
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Zia SFP�p9 =
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I-9-/1-©19
Date
1700-D EAST ARLINGTON BOULEVARD, GREENVILLE, NORTH CAROLINA 27858
NCBELS Lic. No. C-3498 TEL [phone] FAX [phone] www.BALDWINDESIGNCONSULTANTS.com

v'
ti

STORM DRAINAGE & EROSION CONTROL CALCULATIONS
NARRATIVE
NEW BERN TOYOTA
NUMBER SEVEN TOWNSHIP, CRAVEN COUNTY, NORTH CAROLINA
January 9, 2019
Project Name: New Bern Toyota
Location:
5010 US-70 Highway
Number Seven Township, Craven County, NC 28560
Developer:
Craig F. Goess
3615 South Memorial Drive
Greenville, NC 27834
Phone:
[phone]
Consultant:
Baldwin Design Consultants, PA
1700-D East Arlington Boulevard
Greenville, NC 27858
Phone:
[phone]
STORM DRAINAGE PIPE CALCULATIONS
IDF curves were interpolated and generated by using stormwater modeling software
called HydroCAD based on the most recent available data from NOAA. Kirpich method
was used for time of concentration calculations. Manning's n value of 0.013 was used
for reinforced concrete pipes and Manning's n value of 0.012 was used for corrugated
metal pipes per NCDOT design recommendations.
Storm drainage pipes were sized using outlet control and the calculations are based on
the use of headwater analysis by using a program called HydroCAD. This allows for a
more accurate culvert analysis, including the effects of headwater and inlet losses.
HydroCAD performs complete culvert analysis including headwater, inlet loss, frictional
loss, and tailwater conditions so in general the results will be different compared to the
results obtained using Manning's equation alone because headwater above the crown
(pressure flow) can exceed the Manning's capacity, while the entrance loss coefficient
(Ke) can reduce the flow below the Manning's capacity.
The peak water surface elevation in HydroCAD represents the head that is required to
push the inflow hydrograph through the pipe. For the purpose of this analysis, tailwater
at the end of each pipe section was conservatively assumed to be full pipe depth based
on the worst possible case of pipe flowing full. Analysis shows that all pipes have
enough capacity to discharge runoff during the 10-year storm event.
RIP -RAP CALCULATIONS
Rip -Rap calculations were based on Appendix 8 of North Carolina Erosion and
Sediment Control Planning and Design Manual.

Storm Drainage Calculations
New Bern Toyota
Number Seven Township, Craven County, North Carolina
January 9, 2019
o'ss
Pipe Roughness CoeHiciont n = 0.013 for RGP pipes T
X
1_81
Inlet Time = 5
EX. DI - EX. FES
rime
Drain. Total Of
rrom
To
Storm
Area
Area
Con,
C."
H
Lem'I
(acres)
(acres)
(min)
(H)
an
EX. J8
EX. FES
10 year
0.000
1.412
7.71
0,95
0,03
11
J133
EX. JB
Oyear
0,000
1412
7.61
0,95
0.09
50
EX. DI
JB3
10 year
1.079
1.412
7.25
0,95
0,28
152
JB2
EX. DI
1Dyear
0.000
0.334
6,41
0,95
0.26
126
JBi
J112
10 year
0.000
0.334
5,71
0.95
0.04
24
EX. DI
JB1
10 year
0.334
0,334
549
0,95
0.12
72
Notes:
1) Per NCDEQ Stormwater Design Manual Table 1, a rational coefficient of C = 0.95 was used
min

lot
CB
10S �r 11P
MRP-EX.JB
EX.JB-EX.FES
CB
14S �� 15P
MRP-JB3
JB3-EX.JB
CB
16S -� 18P
MRP-EX.DI EX.DI-JB3
Subcat Reach on Llnk

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Subcatchment 10S: MRP-EX.JB
Hydrograph
11- _ _ - ❑Runoff
1021 tl:
NC -New Bern 10-yr
9- Duration=7.71 min,
8 Inten=7.64 in/hr
x; Runoff Area=1.412 ac
N -
6 Runoff Volume=0.110 of
5 Runoff Deptfi=0.93"
4-.. .; ...Tc=7.71-min
3- C_0.95
z=
° 2
Time (hours)

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 10S: MRP-EX.JB
Runoff = 10.21 cfs @ 0.13 hrs, Volume= 0.110 af, Depth= 0.93"
Runoff by Rational method, Rise/Fall=1.0/1.0 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Area (ac) C Description
1.412 0.95
1.412 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
7.71
Direct Entry, Kirpich Method

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Pond 11P: EX.JB-EX.FES
Hydrograph
o_ .
° Inflow Area=1.412 ac
9- Peak Elev=26.11'
8- ,.,...;, - 18.01,
Round Culvert
0 8 n=0.013
LL 5 L=11.0'
S 0.0027 T
Time (hours)
❑ Inflow
❑ Primary

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, lnten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HvdroCAD SnftwnrA Rn6dlnnc 1 1 r.
Summary for Pond 11 P: EX.JB-EX.FES
Inflow Area = 1.412 ac,100.00% Impervious, Inflow Depth = 0.93" for 10-yr event
Inflow = 10.21 cfs @ 0.13 hrs, Volume= 0.110 of
Outflow = 10.21 cfs @ 0.13 hrs, Volume= 0.110 af, Atten= 0%, Lag= 0.0 min
Primary = 10.21 cfs @ 0.13 hrs, Volume= 0.110 of
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 26.11' @ 0.13 hrs
Flood Elev= 26.89'
Device Routing Invert Outlet Devices
#1 Primary 23,17' 18.0" Round 7 LF 18" RCP @ 0.27%
L= 11.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.14' / 23.17' S=-0.0027 '/' Cc= 0.900
n= 0.013, Flow Area= 1.77 sf
Primary OutFlow Max=10.16 cfs @ 0.13 hrs HW=26.10' TW=24.67' (Fixed TW Elev= 24.67')
t1=7 LF 18" RCP @ 0.27% (Inlet Controls 10.16 cfs @ 5.75 fps)

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Subcatchment 14S: MRP-JB3
Hydrograph
❑ Runoff
f° NC -New Bern 10-yr
9- Duration=7.71 min,
6- Inten=7.64 in/hr
Runoff Area=1.412 ac
6- ' Runoff Volume=0.110 of
LL 6- Runoff Depth-=0.93"
4- Tc=7.61-min
3- C=0.95
P 3
Time (hours)

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in1hr
Prepared by Baldwin Design Consultants, PA
HydroCADO 10 00-20 s/n 09193 02017 HvdrnCAn Gnftw,ro c o Printed 1/9/2019
Summary for Subcatchment 14S: MRP-JB3
Runoff = 10.22 cfs @ 0.13 hrs, Volume= 0.110 af, Depth= 0.93"
Runoff by Rational method, Rise/Fall=1.0/1.0 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
1.412
1.412
100.00%, Impervious Area
Tc Length Slope Velocity Capacity Description
7.61
Direct Entry, Kirpich Method

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HvdroCADO 10,00-20 s/n 09192 n 9017 Hurirn(.An 9nffin,aro c f
Pond 15P: JB3-EX.JB
Hydrograph
❑ Inflow
❑ Primary
Inflow Area=1.412 ac
Peak Elev=26.091
a- 18.011
Round Culvert
n=0.013
LL 6- -
L=50.01
S=0.0018 '/i
Time (hours)

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Pond 15P: JB3-EX.JB
Inflow Area = 1.412 ac,100.00% Impervious, Inflow Depth = 0.93" for 10-yr event
Inflow = 10.22 cfs @ 0.13 hrs, Volume= 0.110 of
Outflow = 10.22 cfs @ 0.13 hrs, Volume= 0.110 af, Atten= 0%, Lag= 0.0 min
Primary = 10.22 cfs @ 0.13 hrs, Volume= 0.110 of
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 26.09' @ 0.13 hrs
Flood Elev= 27.50'
Device Routing Invert Outlet Devices
41 Primary 23.24' 18.0" Round 50 LF 18" RCP @ 0.18%
L= 50.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.24' / 23.15' S= 0.0018 '/' Cc= 0.900
n= 0.013, Flow Area= 1.77 sf
Primary OutFlow Max=10.14 cfs @ 0.13 hrs HW=26.07' TW=24.65' (Fixed TW Elev= 24.65')
t 1=50 LF 18" RCP @ 0.18% (Inlet Controls 10.14 cfs @ 5.74 fps)

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Subcatchment 16S: MRP-EX.DI
Hydrograph
NC -New Bern 10-yr
Duration=7.71 min,
Inten=7.64 in/hr
Runoff Area=1.412 ac
Runoff Volume=0.110 of
Runoff Depth=0.93"
Tc=7.25 min
C=0.95
2
Time (hours)
Runoff

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=771 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCAD®10.00-20 s/n 09193 92017 HydroCAD Software Solutions LLC
Summary for Subcatchment 16S: MRP-EX.DI
Runoff = 10.34 cfs Q 0.12 hrs, Volume= 0.110 af, Depth= 0.93"
Runoff by Rational method, Rise/Fall=1.0/1.0 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Area (ac) C Description
1.412 0.95
1.412 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
7.25
Direct Entry, Kirpich Method

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCAD010.00-20 s/n 09193 02017 HydroCAD Software Solutions LLC
Pond 18P: EX.DI-JB3
3
Hydrograph
11- i0 as is
1a
r
o ,
Time (hours)
Inflow Area=1.412 ac
Peak Elev=27.02'
18.011
Round Culvert
n=0.013
L=152.0'
S=0.0018 7'
In,low
❑ Primary

New Bern Toyota EX.DI-EX.FES NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA
Hyd2CAD".00-20 s/n 09193 © 2017 HvdrnCAn
Summary for Pond 18P: EX.DI-J83
Printed 1/9/2019
Inflow Area = 1.412 ac,100.00% Impervious, Inflow Depth = 0.93" for 10-yr event
Inflow = 10.34 cfs @ 0.12 hrs, Volume= 0.110 of
Outflow = 10.34 cfs @ 0.12 hrs, Volume= 0.110 af, Atten= 0%, Lag= 0.0 min
Primary = 10.34 cfs @ 0.12 hrs, Volume= 0.110 of
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 27.02' @ 0.12 hrs
Flood Elev= 27.40'
Device Routing Invert Outlet Devices
#1 Primary 23.52' 18.0" Round 152 LF 18" RCP @ 0.18%
L= 152.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.52' / 23.24' S= 0.0018 '/' Cc= 0.900
n= 0.013, Flow Area= 1.77 sf
Primary OutFlow Max=10.23 cfs @ 0.12 hrs HW=26.97' TW=24.74' (Fixed TW Elev= 24.74')
t-1=152 LF 18" RCP @ 0.18% (Barrel Controls 10.23 cfs @ 5.79 fps)

10SN
v11P
MRP-JB2
MRP-JB1
JB2-EX.DI
JB1-JB2
MRP-EX.DI EX.DI-JB1
Subcat Reach Z4n Lin k

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCAD® 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Subcatchment 10S: MRP-JB2
Hydrograph
❑ Runoff
NC -New Bern 10-yr
Duration=7.71 min,
2 Inten=7.64 in/hr
Runoff Area=0.334 ac
3
Runoff Volume=0.026 of
Runoff Depth=0.93"
Tc=6.41 min
C=0.95
a 2
3
Time (hours)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=771 min, lnten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 10S: MRP-JB2
Runoff = 2.46 cfs @ 0.12 hrs, Volume= 0.026 af, Depth= 0.93"
Runoff by Rational method, Rise/Fall=1.0/1.0 xTc, Time Span= 0,00-3.00 hrs, dt= 0.01 hrs
NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Area (ac) C Description
0.334 0 95
0.334 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
6.41
Direct Entry, Kirpich Method

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCAD® 10.00-20 s/n 09193_© 2017 HydroCAD Software Solutions LLC
Pond 11 P: JB2-EX.DI
Hydrograph
Inflow
❑ Primary
Inflow Area=0.334 ac
Peak Elev=25.13'
z- 15.0"
.) Round Culvert
o
n=0.013
L=126.0'
. lS=0.0021 T
2 3
Time (hours)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCAD@ 10.00-20 s/n 09193 @ 2017 HydroCAD Software Solutions LLC
Summaryfor Pond 11 P: JB2-EX.DI
Inflow Area = 0.334 ac,100.00% Impervious, Inflow Depth = 0.93" for 10-yr event
Inflow = 2.46 cfs @ 0.12 hrs, Volume= 0.026 of
Outflow = 2.45 cfs @ 0.12 hrs, Volume= 0.026 af, Atten= 1 %, Lag= 0.0 min
Primary = 2.45 cfs @ 0.12 hrs, Volume= 0.026 of
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 25.13' @ 0.12 hrs
Flood Elev= 28.16'
Device Routing Invert Outlet Devices
#1 Primary 23.81' 15.0" Round 126 LF 15" RCP @ 0.21%
L= 126.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.81' / 23.55' S= 0.0021 '/' Cc= 0.900
n= 0.013, Flow Area= 1.23 sf
Primary OutFlow Max=2.44 cfs @ 0.12 hrs HW=25.12' TW=24.80' (Fixed TW Elev= 24.80')
t1=126 LF 15" RCP @ 0.21% (Outlet Controls 2.44 cfs @ 2.35 fps)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HvdroCADO 10.00-20 s/n 09193 © 2017 HvdrnCAn gnftwArp Rnlutinnc I I C
Subcatchment 14S: MRP-JB1
Hydrograph
❑ Runoff
NC -New Bern 10-yr
S' Duration=7.71 min,
2 Inten=7.64 in/hr
Runoff Area=0.334 ac
:w Runoff Volume=0.026 of
------ - -- -
Runoff Depth=0.93"
Tc=5.71 min
C=0.95
0 2 3
Time (hours)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=771 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 14S: MRP-JB1
Runoff = 2.44 cfs @ 0.10 hrs, Volume= 0.026 af, Depth= 0.93"
Runoff by Rational method, Rise/Fall=1 .0/1 .0 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Area (ac) C Description
0.334 0.95
0.334 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
5.71
r-
Direct Entry, Kirpich Method

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HvdroCAD® 10.00-20 s/n 0919.2 t7 2017 Hwirnr.Ar) .Rnfhmprp Cnliitinnc 1 1 r
3
0
LL
Pond 15P: JB1-JB2
Hydrograph
0
Time (hours)
F Inflow
❑ Primary
Inflow Area=0.334 ac
Peak Elev=25.23'
15.0"
Round Culvert
n=0.013
L=24.0'
S=0.0017 T

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCAD@ 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Pond 15P: JB1-JB2
Inflow Area = 0.334 ac,100.00% Impervious, Inflow Depth = 0.93" for 10-yr event
Inflow = 2.44 cfs @ 0.10 hrs, Volume= 0.026 of
Outflow = 2.44 cfs @ 0.11 hrs, Volume= 0.026 af, Atten= 0%, Lag= 0.6 min
Primary = 2.44 cfs @ 0.11 hrs, Volume= 0.026 of
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 25.23' @ 0.10 hrs
Flood Elev= 27.83'
Device Routing Invert Outlet Devices
#1 Primary 23.85' 15.0" Round 24 LF 15" RCP @ 0.17%
L= 24.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.85' / 23.81' S= 0.0017 T Cc= 0.900
n= 0.013, Flow Area= 1.23 sf
Primary OutFlow Max=2.45 cfs @ 0.11 hrs HW=25.23' TW=25.06' (Fixed TW Elev= 25.06')
t-1=24 LF 15" RCP @ 0.17% (Inlet Controls 2.45 cfs @ 1.99 fps)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Subcatchment 16S: MRP-EX.DI
Hydrograph
❑ Runoff
NC -New Bern 10-yr
Duration=7.71 min,
2 Inten=7.64 in/hr
Runoff Area=0.334 ac
Runoff Volume=0.026 of
.j Runoff Depth=0.93"
LL
Tc=5.49 min
C=0.95
0 2
Time (hours)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 @ 2017 HydroCAD Software Solutions LLC
Summary for Subcatchment 16S: MRP-EX.DI
Runoff = 2.44 cfs @ 0.10 hrs, Volume= 0.026 af, Depth= 0.93"
Runoff by Rational method, Rise/Fall=1.0/1.0 xTc, Time Span= 0,00-3.00 hrs, dt= 0.01 hrs
NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Area (ac) C Description
0.334 0.95
0.334 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.49 Direct Entry, Kirpich Method

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Pond 18P: EX.DI-JB1
Hydrograph
E Inflow
❑ Primary
Time (hours)

New Bern Toyota EX.DI-EX.DI NC -New Bern 10-yr Duration=7.71 min, Inten=7.64 in/hr
Prepared by Baldwin Design Consultants, PA Printed 1/9/2019
HydroCADO 10.00-20 s/n 09193 © 2017 HydroCAD Software Solutions LLC
Summary for Pond 18P: EX.DI-JB1
Inflow Area = 0.334 ac,100.00% Impervious, Inflow Depth = 0.93" for 10-yr event
Inflow = 2.44 cfs @ 0.10 hrs, Volume= 0.026 of
Outflow = 2.44 cfs @ 0.10 hrs, Volume= 0.026 af, Atten= 0%, Lag= 0.0 min
Primary = 2.44 cfs @ 0.10 hrs, Volume= 0.026 of
Routing by Stor-Ind method, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
Peak Elev= 25.33' @ 0.10 hrs
Flood Elev= 26.80'
Device Routing Invert Outlet Devices
41 Primary 23.97' 15.0" Round 72 LF 15" RCP @ 0.17%
L= 72.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 23.97' / 23.85' S= 0.0017 '/' Cc= 0.900
n= 0.013, Flow Area= 1.23 sf
Primary OutFlow Max=2.44 cfs @ 0.10 hrs HW=25.33' TW=25.10' (Fixed TW Elev= 25.10')
t-1=72 LF 15" RCP @ 0.17% (Outlet Controls 2.44 cfs @ 2.28 fps)

BA l���y1 �p���y� Baldwin Design Consultants, PA JOB New Bern Toyota
Cale C 11 1. gn Engineering, Surveying 8 Planning SHEET NO. 1 OF 1
Consultallts,PA 1700-D East Arlington Boulevard CALCULATED BY IP DATE 1/9/2019
1 Greenville, NC 27658 CHECKEDBY DATE
io ENGINEERING -SURVEYING PLANNING [phone] SCALE
l300
r
Discharge (ft3/Sea)
Curves may not be extrapolated.
Flgura 8.06b Design of outlet protection from a round pipe flowing lull, maximum tallwater condition (T- 2 o.5 diamotou.
'Above chart has been taken from Chapter 8 - Appendices of NCDENR Erosion and Sediment Control Planning and Design Manual
Given Information
0 == 1
De 18
'B' stone unit weight = 100 pcf
Calculated Information
Widthatentrance = JVo = 4.5 if use 5.0 it
VVldm at exit (Do+UALa) = 4.3 it use 5.0 it
Length of Apron (from chart) L = [ 7 �r it
Thickness = 22 "thick Class'B'stone
Tonnage = 3.208333 tons use 4.00 tons
Apron at EX. 18" FES (pond inlet)
8 ft width exit, 8 It width end, 12 ft length, 22" thick, 8 tons
Existing apron meets minimum requirements

U.S. ARMY CORPS OF ENGINEERS
WIL NIINGTON DISTRICT
Action Id. SAW-2018-01222 County: Craven County U.S.G.S. Qoad: Havelock
NOTIFICATION OF.IURISDICTIONAL DETLRINIINATION
Property Owner/Applicant
Address:
Telephone Number:
Crait_, F. Goess
Crain iM. Goess
361'; South Memorial Drive
Greenville, NC 27835
[phone]
Size (acres) 10.14 acres
Nearest Waterway Bemerdam Branch
USGS HUC 03030007
RECI~ Tyr" IAN 1 12019
Nearest lbmm Nctr Bern, INC
River Basin Cape Fear
Coordinate, Latioide: 3i.004W
Loneitudc:-76.987633
Location description: This project consists of an operational ToN'ota dcalershin with a small undeveloped area in the middle
orihe site. This It) acre project is located at 5010 11WN' 70 Fast in .New Bern, Craven Comm, NC.
Indicate Which of the Follm%ina ADph:
A. Preliminary Determination
I'here arc waters. includin_ wetlands. un the above described projCCt area. that ntav be subject to Section - O.1 of the Clean
Water Act (CWA)(33 USC 13-14) and/or Section 10 of the Rivers and Harbors Act (RI IAI (33 USC C 4031. The
waters. includin'wetlands, have been delineated. and the delineation has hccn vcrilied by the Corps to he sollicicnth accurate
Mid lChithlc. hhcrefore this preliminary jurisdiction determination nunV be used in the permit evaluation process_ includin,
determining contpctisatory ntiti uion. Fur purposes ofcomputation of intpacts. coinpensaton• ntitieation rcyuircmcnts, and outer
resource protection measures. a permit decision mode on the hasis of a preliminary .ID ceill bent all waters and wetlands that
Would be alTected in any way by the permitted activity on the site os if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Adminisuutive Appeal Process (Reference 33 CFR Part
lowever, you nwv request an approved .11). which is an appealuhlc action. b_v contacting the Coles district for turthcr
irIS1RICtiOn.
Iliac :ue wetlands on the above described property that may be subject to Section 404 of the Clean Water Act IC \A )(33
USC ; 13.14) and/or Section 10 of the Rivers and I larbors Act (RI IA) (33 USC p 403). However. since file
waters, includin' wetlandk have not been properly delineated, this prelintinaryjurisdiC601) determination nmv not be used in the
permit ev;duation process. Without a vcrilied �retland delineation. this preliminary determination is merely an cflective
presumption of CANA1RI Ir\ jurisdiction overall of the waters, including wetlands, at the project area, which is not sufficient)
accurate and reli:thle to support an enlin'Ceable permit decision. AV'e recununand that you have the Xyaters of the U.S. on sour
property Lie Iinealed. As the Corps may not he able to accomplish this wetland delineation in it timely mmliner, you nwv wish to
obtain it consalCmt to conduct it delineation that can be verified by the Corps.
13. Approved Determination
_ There are Navigable Waters of the United States within the ahoye described propel\ subject to the permit requirements of
SCCIU❑ 10 of the KIVet'S and harbors Act (,RIBA) (33 USC ; 403) and Section 404 of the Clean Water Act (CWA)(33 USC
1344). Unless there is it change in law ur our published le'ulatiens, this determittau".m nwv be relied upon fur it period net to
exceed five years from the date of this notification.
There are waters of the U.S.. includinc, wetlands, on the above described project area subject to the permit requirements of
Section 404 ofthe Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations.
this determination may be relied upon for a period not to exceed five years front the date of this notification.
Page I ol'2

SAW-2018-01222
_ We recommend you have the waters ofthe U.S. on your property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner. you may Wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.
_ file waters ofthe U.S.. including Wetlands, on your project area have been delineated and the delineation has been verified
he the Corps. We svongly su_zest you have this delineation surveyed Upon completion, this survey should be reviewed and
verified by the Corps. Once verified. this survey will provide an accurate depiction of all areas subject to CN'A jurisdiction pn
your property which, provided there is no clmnge in the law or our published regulations. may be relied upon for a period not to
exceed five years.
_ The Waters of the U.S., includin_ wetlands, have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on _ Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
X '['here are no waters of the U.S., to include Wetlands present on the above described project area Which are Subject to the Permit
requirements of Section 404 ofthe Clean Water Act (35 USC 13441 Unless there is 'a ch'ur,e in the Imo or our published
regulations, this determination may be relied upon for period not to exceed five vears from the date of this notification
X The property is located in one ofthe 20 Coastal Counties Soli el to r •"mhttion Under the Coastal Area Management Act (CAMA)
You should contact the Division of Coastal Mana_ement in Washington. NC [phone] to determine their reguirena ent'
Placement ofdretlged or till material within waters of the US. includin_ wetlands, without a Depannaent ofthe Ann y permit naay
constitute a violation of Section 301 ofthe Clean Water Act (33 USC ss 131 11. Placement of dredl-,ed or fill material, construction or
placement of structures. or work within navigable waters ofthe United States without a Department ofthe Army permit may
constitute it violation of Sections 9 and/or 10 of the Rivers and I lorbors Act (i3 USC J 401 and/or 403). If you have any questions
regarding this determination and/ol the Corps regulatory program. please contact Care Beecher at [phone] or
Garv.11.113eechernusace.armv.mil.
C. Basis For Determination: There were no rvetlantls on this orolect site
1). Remarks:
F. Attention USDA Pro -ram Participants
'['his delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the particular site
identified in this request. 'file delineation/determination may riot be valid for the wetland consclvation provisions ofthe Food Security
Act of 198Ifvou or your tenant are USDA Pro 1rana participants, ur anticipate participation in USDA proUr:mts. you should request
a certified wetland determination from the local office ofthe Natural Resource, Conservation Service. prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. ab(yc)
Ifvou object to this detcrnaination. you nut rcqucst an administrative appeal under Corps rcrzulation; at 3,3 CFR Part 311. Enclosed
you will find it Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must sobrmil a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Ann: Jason Steele, Review Officer
60 Forsyth Street SW. Room 10M 15
Atlanta. Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete. that it meets the criteria for appeal
under 33 CPR pan 331.5, and that it has been received be tine Division Office within 60 days of tite date of tftc NAP. ShOUld sou
decide to submit an RFA form. it must be received at the above address by August 17, ?018.
It is not necessary to submit an RFA form to the Division Office if you do nut object to the determination in this
correspondence. BEECHER.GARY.H.10529732 f1il��lily vnlned ny 9CKHER GARY U 10529l 3209
Dal :[=US,O=U5 Govemment, ou=CnD, uu=VMI,
Ou=USA, rn=BEECn ERGAOY.K 105291 wON
Corps Re'Uulatury Official: 0$ Date, 2oraoa.r916al177 0.100
Date: .little 19, 2018 Expiration Date: June 19, 2023

S:A %% -2111 &II1222
The Wilmington District is committed to providing the highest level of Support to the public. To help uS ensure vve
continue to do so, please complete our CUSIOIt7Br Satisfaction Survey. located online at
httP:!/c1,�rpslnupu.usare.atrm�.miVcm n c>�t�=I3(i:=4:0.
Copy Furnished via e-mail to:
Paul Farlev
Land Nlanal,,ement Croup
3805 Wri,htsville Avenue
Suite 15
Wilmington, NC, 28403
[phone]
pfarlccl�i Im�rnun.net

s.-M 2018-0122-1
"�^qr
NOTIFC�AT�IONOFADMINISRATIEPL QPTIO44S ANDrPRQCESS.ANDq
.fr^� �, x; �REQULSTF,ORAPPEAL �,. .�,�, � ��•,,��. e ,,n;�_
Applicant Craig F. Guess
pile Number: SAV'-2018-01222
Date: June 19, 2018
Craig N1. Goess
Attached is:
See Section below
_
INITIAL PROI-PGRI D ITAMUT (Standard Permit or Letter of omission)
A
PROIFI RED PIiAIMIT (Standard Permit or Letter of emission)
13
PERMIT DF-NIAL
C
X
APPROVED JURISDICTIONS\L DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
I
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at h r!lwwiv.usacc.army.mil(Missions!CivilN'orks/Etc>ttlnton Pro_�rainalidPcnnits.aspc or
Corps regulations at 33 CFR Part 30.
A: INITIAL PROFFERED PERMIT: YOU mar accept or object to the permit.
• ACCLPT: If you received a Standard PCMWL on rmy syn the permit document and return it to the district engineer For Final
aulhurization. It you received a Letter of Permission (LOP). you may accept the LOP and your work is authorized. Your signature
on the Standard I'milit or acceptance or the LOI' means that you accept the permit in its entirety% and waive all rights to appeal the
permit. including its terms and conditions. and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because or certain terms and conditions therein. you may request that the
permit be modified accordingly. You must complete Section II ofthis Will and return the Form to the district engineer. Your
objections must be received by the district engineer within 60 days ofthe date of this notice, or vnu will [011eit your rieht to appeal
the permit in the (inure. Upon receipt or your Feueri the district engineer will evaluate your objections and mays (a) modify the
permit to address all of vour concerns. (b) modify the permit to address some of your objections. or (c) not modify, the pennit
having determined that the permit should be issued as previously- written. After evaluatill, your objections. the distl ict engineer
will send you a proffered permit for your reconsideration_ as indicated in Section 13 below.
13: PROI'FL:RED PERMIT: You may accept or appeal the permit
• ACCLP'I': If you received it Standard Permit, You Play lien the permit document and return it to the district engineer for Final
authorization. IfYOU received a Letter of Permission ([-Of)). you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety. and waive all rights to appeal Ilse
pennit. including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• t\PP{ /%: II You choose to decline the proffered permit (Stanclard or LOP) because of certain terms and conditions therein. viw
may appeal the declined permit under the Corps of I'Ngincers Adminisu'ative Appeal Process by completing Section II or this rurnt
and sending the form to the division engineer. This Corm most be recciaed by the division wigheer within 60 clays of the dale of
this notice.
C: PGRMI I' Dl?NIAI.: You may appeal the denial of a permit undo the Cotes of Engineers Administrative
r\ppral Process by completing Section I I of this Form and sending the Firm to the division engineer. This form
must be recejved by the clivision engineer within 60 days of the date of this notice.
D: You may accept or appeal the approved ,ID or
provide new intornrttion.
• ACCFP I-: You do not need to minify the Corps m accept an approved 1D. Failure to notify the Corps within 60 days of the dale or
this notice means that you accept the approved JD in its entirely_ and waive all rights to appeal the approved JD.
• APP[{AL: If you disagree with the approved JD. you may appal the approved JD under the Corps or Lngineers Administrative
Appeal Process by contpletin g Section II ofthis tiMn and sending the form to the clivision engineer. -this form must be received by
Me division engineer within 60 clays or the date of this notice.

s,% W-2o 18-0 i 222
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Gary Beecher
CESAD-PDO
U.S. Anny Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room I OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RICH IT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 deb
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Si nature of a eilant or a ent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Gary Beecher, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

__ATE: This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes. A survey of delineated
areas and review and approval by the US Army Corps of Engineers is recommended prior
to specific site planning
a3
L:\WETLANDS\2018\01-19-146\datapackage\mapset.cdr
Boundaries are approximate and are not meant to be absolute.
Man Source: 2012 NC Oneman
Toyota of New Bern
Craven County, NC
LMG
� •qF; ,
T 14�
t� k , .4
y x
Legend
Project area
Potential uplands
I www.lmgrgup.net
May 2018 3805 Wrightsville Avenue
LMG # 01-18-146 Wilmington, NC 28403
Phone: [phone] Fax: 910,452.0060
66
SCALE 1" = 200'
Figure 7
Preliminary upland/wetland
sketch

I I I",tli!?I Y. ry'I' ux as.'III. It of It nLMew u
J " u,.c. ... ij n ie

II�NflNIflflIdIIINIIflflflI�I�I�INIItflIfllfll��flB
Image ID: OtW001351]81 Tvoe: CM
Recorded: O1/11/2008 at 03: 49:39 Pn
Fee aauj 81].00 Page 1 0/ 2
Excise Tax: $0.00
Craven, NC
Sherri H. Rlcherd Realster of Deeds
Ba2681 Pn591
Mail after recording to: Grantee, at 3615 S Memorial Drive, Greenville, NC 27834 v
'I lus instrument was prepared by Richard C. Poole, Anomey it Law
py
s
Brief Description 10.J0Acres—Cos' County
t" )O
for the index PARCEL: 7-048-020
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made January 1 Ith. 2008 by and
GRANTOR
CRAIG F. GOESS and son
CRAIG F. GOESS CRAIG NI. GOE S
3t.)55 tAc a,o..>
Li+te e•. t\e Ne
Of Pitt County, North Carolina Of Pitt Cuunty, North Carolina
enure TO pmrnate back for cmh par,:mme. Wertae..M. Inormrnz,a cNOkon Of enTo.< S. com^,.,nn OF wmeMlr.
The designation Grantor and Grantee as used herein shall include said panics, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
R7TNESSETIL that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in lee
simple, all that certain lot or parcel of land situated in Craven County, North Carolina and more particularly
described as follows:
ALL 'IHAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATE IV
NUMBER 7 TOWNSHIP, CRAVEN COUNTY, NORTH CAROLINA AND REIN(; MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEING ALL OF TRACT TWO, CONTAINING 10.30 ACRES, MORE OR LESS, AND BEING
SHOWN ON THE SURVEY ENTI'1'LEI) "SURVEY FOR RHJH REALTY INVESTMENTS. LLC &
COASTAL MINI STORAGE OF NEW BERN ON IiWY 70, LLC" PREPARED BY SUM &
ASSOCIATES, P.A. DATED AUGUST 19, 2005 AND REVISED NOVEMBER 7, 2006, AND
RECORDED IN PLAT CABINET 11, SLIDE 79 II, IN THE OFFICE OF THE REGISTER OF DEED
OF CRAVEN COUNTY.
S. C. Her AT,., From No. 3 C 1977
Printed by Agreement with the N.C. Bar Aeax.
0003

anam, ID: D00001351782 Type: CRP ui
Imago ID: 000001Pagea2 Type: CRP
Papa 2 of 2
BK2681 PD592
The property herein above described was acquired by Grantor by instrument recorded in Book 2532 Page 354.
359 Craven County Registry.
TO HAVE AND TO HOLD the aforesaid interest in the lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convev die same in fee simple, that except as set out herein title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all personas
whomsoever except for the exceptions hereinafter stated.
I itle to the property hercinabove described is subject to the following exceptions.
2008 AD VALOREM TAXES AND SUBSEQUENT YEARS NOT YET DUE AND PAYABLE.
NONCOMPLIANCE WITH ANY LOCAL, COUNTY, STATE OR FEDERAL GOVERNMENTAL
LAWS, ORDINANCES OR REGULATIONS RELATIVE TO ZONING, SUBDIVISION,
OCCUPANCY, USE, CONSTRUCTION OR THE DEVELOPMENT OF THE SUBJECT PROPERTY.
EASEMENTS, RESTRICTIONS AND RIGIITS-OF-WAY OF RECORD, IF ANY.
IN WITNESS WHEREOF, the Gmntor has hereunto set his hand and seal, or corporate.4GOESS
igned
in its corporate name by its duly authanzed otlieers and its seat to he hetrunt affix It ators, the
day and year first above written. LJ
EALI
CRA14
ATTEST: (SEMI
Pin County, North Carolina
"iV HApq I certify
day,tea hacknowledgingwing rso to me ItEheed before me
F Guess
voluntarily signedrthe foregoing
Qocument for the purpose stated therein and n t e capacity indicated:
NOTARY mate /— //- O� —�
PUBLIC Z No. tie, q
Sly Commission Expires: 41—
County, North Carolina
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity
Notay Pablw:
My Cgmmission Es,nes'.
N. C. liar Assoc. Fmm No, 3 A 1977
Pnntal by Agreare t with the N.C. Bar Assm.
#003

Image ID: OM001351781 TVpe: CRP
Recorded: 01/11/2008 at 03:49:39 PM
Fae AM $17,00 Page 1 of 2
Excise Tax: $0.00
craven, Nc
Shard 8. Richard Rapist, of Deeds
BK2681 PD591
Mail after recording to: Grantee, at 3615 S Memorial Drive, Greenville, NC 27934 V
This instrument was prepared by Richard C. Poole, .Attorney at Law
to
S Brief Description 10.30 Acres — Craven County
;Z-10� for the index PARCEL: 7-048-020
NORTH CAROLINA GENERAL WARRANTY DEED
: January 111h. 2008 bV and between
GRANTOR
CRAIG F. GOESS and son
CRAIG F. GOESS CR,3 IG NL GOES Jr
3t.15Mct�w •>
Lz�u m•, qe we zT8.34
Of Pitt County, North Carolina Of Pitt County, North Carolina
E..., bunkso, .,.ha=rr.�.m..mamN.,ae. rt.wmpna..nMr.mr or.adn.. e.. c Wro..., wnrc"nfr.
The designation Grantor and Grantee as used herein shall include said panics, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETIL that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee
simple, all that certain lot or parcel of land situated in Craven County, North Carolina and more particularly
described as follows:
ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATE IN
NUMBER 7 TOWNSHIP, CRAVEN COUNTY, NORTH CAROLIN'A AND BEING MORE
PARTICULARLYDESCRIBED AS FOLLOWS:
BEING ALL OF TRACT TWO, CONTAINING 10.30 ACRES, MORE OR LESS, AND BEING
SHOWN ON THE SURVEY ENTITLED "SURVEY FOR RHJH REALTY INVESTMENTS, I.LC &
COASTAL MINI STORAGE OF NEW BERN ON IINVY 70, LLC" PREPARED BY SUITT &
ASSOCIATES, P.A. DATED AUGUST' 19, 2005 AND REVISED NOVENIBER 7, 2006, AND
RECORDED IN PLAT CABINET If. SLIDE 7911, V\ THE OFFICE OF THE REGISTER OF DEED
OF CRAVENCOUNTY.
N. C. Har.Axenc. From Ne.3 C 1977
Pnnccd by Agrmment with the N.C. Hat Assoc. / k-

Imepe ID: 00000t351782 Tvne: CRP
Pepe 2 of 2
Ew2681 PD592
The property herein above described was acquired by Grantor by instrument recorded in Book 2532 Page 354-
359 Craven County Registry.
'1'0 HAVE ARID TO HOLD the aforesaid interest in the lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that except as set out herein dtle is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all personas
whomsoever except for the exceptions hereinafter swtcd.
Title to the property hercinabove described is subject to the following exceptions.
2008 AD VALOREM TAXES AND SUBSEQUENT YEARS NOT YET DUE AND PAYABLE.
NONCOMPLIANCE RTTH ANY LOCAL, COUNTY, STATE OR FEDERAL GOVERNMENTAL
LAWS, ORDINANCES OR REGULATIONS RELATIVE TO ZONING, SUBDIVISION,
OCCUPANCY, USE, CONSTRUCTION OR THE DEVELOPMENT OF THE SUBJECT PROPERTY.
EASEMENTS, RESTRICTIONS AND RIGIITS-OF-NAY OF RECORD, IF ANY
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or' corporate, has caused t is in ant ro be signed
in its corporate name by its duly authorized officers and its seal to be hereunt ofL.eQ by outhority of it B r n toq the
day and year tint above wrinen, LI
EAL)
CRAIQ F. GOF.SS
ATTEST:
Pitt County, North Carolina
Uy HA6,'N, I certif-v that the following person(s) Cno F. Guess personally appeared before me
'',Ais day, each acknowledging to mehe she volunta-ily signed the foregoing
i
BDcument for the purpose stated therein and in t e capacity indicated:
NOTARY rate_!- //- �� I w�
PUBLIC E Na. y,1C1
._ .r. � 51y Commission
County, North Carolina
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in die capacity
indicated:
Noua Publi,
My Commission Expires
N. C. Dar Assoc. Fmm No. 3 9 14I7
Protal by Agsssmmt with the V.C. Bar Assoc.
4003

C? -ors
State Stormwater Management Systems
Permit No. SW7070805
New Bern Toyota
Stormwater Permit No. SW7070805
Craven County
Designer's Certification
Page 1 of 2
1, J Z��42Z-V ��as a duly registered t l A14-1in
the State of Oorth Carolina, having been authorized to observe (periodical) eekly/full
time) the construction of the project,
(Project)
for /� �q ; ��G�Li (Project Owner) hereby state that, to the
best of my abili es, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signz
Regi:
Date
SEAkO�I�Fsn1aw<
_ s
g Vcp ' 3
�iFPHE�1`
o--- 0 -f n

State Stormwater Management S,
Permit No. SW7070805
Certification Requirements: Page 2 of 2
✓ 1. The drainage area to the system contains approximately the permitted
acreage.
�2. The drainage area to the system contains no more than the permitted
/ amount of built -upon area.
J 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
_/_4. All roof drains are located such that the runoff is directed into the system. /
5. The outlet bypass structure elevations are per the approved plan.
_Z6. The outlet structure is located per the approved plans.
/7. Trash rack is provided on the outlet/bypass structure.
/8. All slopes are grassed with permanent vegetation.
/9. Vegetated slopes are no steeper than 3:1.
/10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
Z11. The permitted amounts of surface area and/or volume have been
/ provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
4. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Craven County Building Inspections

State Stormwater Management Systems Ci)rj
Permit No. SW7070805
New Bern Toyota
Stormwater Permit No, SW7070805
Craven County
Designer's Certification
Page 1 of 2
1, J 4/"Jtta�-as a duly registered , Gu y w,G ,in
the State of Oorth Carolina, having been authorized to observe (periodical) eekly/full
time) the construction of the project,
(Project)
for e/e �(Project Owner) hereby state that, to the
best of my abilifes, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signa
Regis
Date /oe"
RECEIVED JAN 1 1 2019
SEA1�4`p3�:cii"
ZOO
° °es®�� pi F O Ilk

State Stormwater Management S, s
Permit No. SVV7070805
Certification Requirements: Page 2 of 2
✓ 1. The drainage area to the system contains approximately the permitted
acreage.
—/-2. The drainage area to the system contains no more than the permitted
/ amount of built -upon area.
J 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
.//4. All roof drains are located such that the runoff is directed into the system.
5. The outleUbypass structure elevations are per the approved plan.
_/6. The outlet structure is located per the approved plans.
/7. Trash rack is provided on the outlet/bypass structure.
/ 8. All slopes are grassed with permanent vegetation.
% 9. Vegetated slopes are no steeper than 11.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
�2. Required drawdown devices are correctly sized per the approved plans.
�3. All required design depths are provided.
✓ 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
CC] NCDENR-DWQ Regional Office
Craven County Building Inspections

RECrTim a ,nN 3 1 2019
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J-- . - . - �,

BaldwinDesign
Const ltants^
ENGINEERING I SURVEYING PLANNING
1700-D East Arlington Blvd - Greenville, NC 27858
252-756-1390 252-321-1412(fax)
To: NCDENR - Division of Water Qual
943 Washington Square Mall
Washington, NC 27889
I Oer Oaf TaMENM , , 4ta�l
Date: Job No:
1/9/19 18-041
Attention:
Carl Dunn
Re:
New Bern Toyota
RECEIVED JAN 1 1 2019
We are sending you: ❑x Attached ❑ Under separate cover via
❑ Drawings ❑X Plans ❑ Prints
Letter ❑ Package ❑x Other
the following:
❑ Pay Request/ []Specifications
Invoice
2
1/9/19
Prints of Site Plan (24x36)
2
1/9/19
Prints of Drainage Area Map (2406)
1
1/2/9
5131
Check For $505.00
2
1/2/19
Stormwater Management Permit Application
2
various
Supplement-EZ Form and Operation Agreement
10
various
Maps of Project Site, Deeds, Notification of Jurisdictional Determination
2
1/9/19
Stormwater Management
2
1/9/19
Storm Drainage & Erosion Control Calculations
Transmitted as checked below:
�X For approval Approved as noted Resubmit copies for approval
For your use Approved as submitted Submit copies for distribution
As requested Returned for corrections ❑ Return corrected copies
For review Other
Remarks:
• w •� ' •�� •M u

C- S/rv`7 c% r79cS SW
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A. 1RECEIVED JAN 4 o 2019
1. Project Name New Bern Toyota
2. Location of land -disturbing activity: County Craven City or Township New Bern
Highway/Street 501 O US-7O HighwaYLatitude 35.004917 Longitude -76.988750
3. Approximate date land -disturbing activity will commence: March 2019
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1.6 ac
6. Amount of fee enclosed: $ 130.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Craig F. Goess E-mail Address
Telephone [phone] Cell # Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Craig F. Goess & Craig M. Goess 252-769-7738
Name Telephone Fax Number
3615 South Memorial Drive
Current Mailing Address Current Street Address
Greenville NC 27834
City State Zip City State Zip
10. Deed Book No. 2681 Page No. 591 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):
Craig F. Goess
' rn+
Name
3615 South Memorial Drive
Current Mailing Address
Greenville NC 27834
City State Zip
Telephone [phone]
E-mail Address ISM
Current Street Address
Fax Number
State
Zip

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
E-mail Address
Current Mailing Address Current Street Address
State Zip City State Zip
Telephone Fax
(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
E-mail Address
Current Street Address
City State Zip City . State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Craig F. GoesT& Craig M. Goess
print
re
Owners
Title or Authority
Date
I, T am a r" !h r o j w a ti , a Notary Public of the County of r'; 4
State of North Carolina, hereby certify that Craig F. Goess & Craig M. Goess appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my haUd,am4,gotarial seal, this 3 day of a n °I 20 9
P�, BROq�� ,
IOTA
R .c
e Notary
o;S�%BLtG 23 z %z�
ITT V My commission expires 1 I
COUN�.:o

TF\9
Beverly Eaves Perdue, Governor
A\OG
Dec Freeman, Secretary
1/!'�\(`\I
North Carolina Department of Environment and Natural Resources
-�
Coleen F1. Sullins, Director
Division of Water Quality
January 16, 2009 C-1
Mr. Craig F. Goess, Owner Q 2
3615 South Memorial Drive
Greenville, NC 27834
Subject: Stormwater Permit No. SW7070805
New Bern Toyota
High Density Subdivision Project
Craven County
Dear Mr. Goess:
The Washington Regional Office received a complete Stormwater Management Permit
Application for New Bern Toyota on November 7, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 21-1.1000. We are forwarding
Permit No. SW7070805, dated January 16, 2009, for the construction of the project,
New Bern Toyota.
This permit shall be effective from the date of issuance until January 16, 2019, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
mcerely
AI midge
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMI1-\SW7070805
cc: Stephen Janowski, PE
Mr. Robert M. High, US 70 Coastal Storage Facility
Craven County Inspections
L,Washington Regional Office
Central Files
Mailing Address Phone (252) 946fi481 Location NparthCau-oliina
943 Washington Square Mall � Fax [phone] Washington Square Mall atura l
Washington, NC 27889 Washington, NC 27889
Internet: www.ncwatergualitV.org Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50 % Recycled/10°/ Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7070805
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Craig F. Goess
New Bern Toyota
Craven County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until January 16, 2019 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The drainage area to
the pond includes the New Bern Toyota site with 295,749 square feet of built -
upon area allowed and the off -site US 70 Coastal storage facility with 338,936
square feet of built -upon area allowed.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
This pond must be operated with a 30 foot vegetated filter.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7070805
6. The following design elements have been permitted for this wet detention pond
stormwater
facility, and must be provided in the system at all times.
a.
Drainage Area, acres:
818,928
New Bern Toyota, ft2:
448,886
US70 Storage Facility, ft2:
367,995
b.
Total Impervious Surfaces, ft2:
633,936
New Bern Toyota, ft2:
295,749
US70 Storage Facility, ft2:
338187
C.
Pond Depth, feet:
6.0
d.
TSS removal efficiency:
85%
e.
Design Storm:
1 inch
f.
Permanent Pool Elevation, FMSL:
17.00
g.
Permitted Surface Area @PP, ft2:
26,200
h.
Permitted Storage Volume, ft3:
53,850
i.
Storage Elevation, FMSL:
24.83
j. Controlling Orifice: 3.0"0 pipe
k. Permanent Pool Volume, ft3: 88,738
I. Forebay Volume, ft3: 15,686
m. Receiving Stream / River Basin: Brice Creek / Neuse
n. Stream Index Number: 27 — 101 — 40 — (1)
o. Classification of Water Body: "C; Sw, NSW'
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7070805
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7070805, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7070805
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot Tract 1 is 295,749 square feet and
Tract 2 is 338,187 square feet. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion
of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas,
but does not include raised, open wood decking, or the water surface of
swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
The owner of each lot within the.subdivision, whose ownership is not
retained by the permittee, must submit a separate Offsite Stormwater
Management Permit application package to the Division of Water Quality
and receive a permit prior to any construction on the lot.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is one-third (1/3)horse power.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7070805
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7070805
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for the life of the project.
10. This permit shall be effective from the date of issuance until January 16, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 16`h day of January, 2009.
NORTH GAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/ -\1-4- eSc��' for
Coleen H. Sullins, Director
Division of Water Quality.
By Authority of the Environmental Management Commission
Permit Number SW7070805
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7070805
New Bern Toyota Page 1 of 2
Stormwater Permit No. SW7070805
Craven County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems,
Permit No. SW7070805
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do.not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Craven County Building Inspections
Page 9 of 9

V
a-�s r_ :;aft�ti 0
• ennui��r uan "....-- DWQ USE ONLY
Date Received
Fee Paid
Permit Number
AUG - 7
s
�l;ttti j-'t(' ' 14 I4; State of North Carolina �WACK �/$/Og
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Phis form may he photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
CRAIG F. GOESS, OWNER
3. Mailing Address for person listed in item 2 above:
3615 SOUTH MEMORIAL DRIVE
City:GREENVILLE State:NC Zip:27834
Phone: (252 ) 321-3000 Fax:
Email:
WJJ,o
(4
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
NEW BIiRNTOYOTA
5. Location of Project (street address):
5010 EAS"I' US 70 HIGHWAY
City:NEW BERN County:CRAVEN Zip:28560
6. Directions to project (from nearest major intersection):
SITE IS LOCATED ON THE NE SIDE OF US Fl WY 70 "1650 FEET SE OF NCSR 1112
7. Latitude:35° 0.324' " N L.ongitudc:76° 59.297' " W of project
8. Contact person who can answer questions about the project:
Nanie:MIKE WEBB Telephone Number: (252 1 378-5942
lanail:MWF.13Btt13ALDWINANDIANOWSKI COM
11. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
FormSWU-101 Version03.27.08 Page Iof4

2. 1f.this application is being submitted as the resuItof a renewal or modification to an existing permit, list the
existing permit number SW7060501 and its issue date (if known) 5110/06
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit IRECS&VEer
III. PROJECT INFORMATION
NOV 0 7 2908
1. In the space provided below, summarize how stormwater will be treated. Also attach a detaile narrative
(one to two pages) describing stormwater management for the project. DWQ
Pggpp
stormwater Runoff will be treated in a wet detention pond and sized for 85% "TSSJe
2. Stonnwater runoff from this project drains to the Neuse River basin.
3. "Total Property Area: 10.305 acres 4. Total Coastal Wetlands Area: 0.33 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**: 9.975 acres
6. (Total Impervious Area / 'Total Project Area) X 100 = Project Built Upon Area (BUA): 65.89 %
7. I -low many drainage areas does the project have? 1
61
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, com fete the table with one drainage area for each engineered stormwater device.
Basin dnfonnati6n.+
Drainage Area ] -` by
'� ".''DrainageArea 2
Receiving Stream Name
Brice Creek
Stream Class & Index No.
C; SW, NSW
Total Drainage Area (so
818,928
On -site Drainage Area (so
448,886
Off -site Drainage Area (so
370,042
Existing Impervious* Area (sf)
338,187
Proposed Impervious*Area (so
295,749
% Impervious* Area (total)
77.41 %
Impervious* Surface,Area
Drairiage"Area 1','.> v _ -.
. ' Drainage Area 2. .-
On -site Buildings (SO
38,014
On -site Streets (so
0
On -site Parking (so
248,640
On -site Sidewalks (so
9,095
Other on -site (so
0
Off -site (SO
338,187
Total (so:
633,936
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideroalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
FormSWU-101 Version09.25,08 Page2of4

*,*'I'Otal project area Sholl be Calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to Calculate percent project built upon area (BUA).
10. How was the off -site impervious area listed above derived?TOPOGRAPI IICAL SURVEY AND FIELD
INVESTIGATION
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot most be provided as an attachment. Forms can be
downloaded from http://112o.enr.state.nc.us/su/bmp forms htm - deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://h2o ear state nc us/Su/bmp forms htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW40"1-1ioretention Cell
Form SW40"1-Level Spreader
Form SW40"I-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of4

VI. , SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.slate.nCus/su/msi maos.huu)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (tf
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for I -ID, $2,000 for LD)
Payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
`JW1
M
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stornwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI1. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):BALDWIN AND JANOWSKI, PA
Mailing Address:10"15 CONFERENCE DRIVE
City:GRL'ENVILLE State:NC Zip:27858
Phone: (252 ) 756-1390
VII1. APPLICANT'S CERTIFICATION
Fax: (252 ) 321-1412
I, (print or type name of person listed in General lnfornmtion, item 2) CRAIG F. GOESS. OWNER
certify that the information included on this permit application form is, to the best of my knowledge, correctand
that the project will be construe d in conformance with the approved plans, that the required deed restrictions
and protective ove�lanCs will e rdcd, and that the proposed project complies with th require eats of 75A
NCAC 2H .10 0. I
Signature: U Date:
lu-
Forni SWU-101 Version 03X7V8 Page of4

High Density Commercial Subdivisions NOV — 7 2008
Deed Restrictions & Protective Covenances 1
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built -
upon area consistent with the design criteria used to size the stormwater control facility.
I, Cro tg T. Goes s , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as Ne ✓ Bern-ioyo+a
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number �w7D7 oe as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. {OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
Trarl-1 493 1 Trac 338,187
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the are not required to provide these additional measures.
8. The owner a whose ownership is not retained by the permittee, is required to submit a
separates or w t r t application to the Division of Water Quality and receive a permit
prior to c s r i
r.
Signature.
a Notary Public in the
State of _ N oe-ru c4WA e 4.,J a. , County of +� ,-rr ,
do hereby certify that F. 4- —55 personally appeared
before me this the /,Y day of Ndvr�aarz 2051F?� , and acknowledge
the due execution of the forege. g instrument. Witness my hand and official seal,
��
i��\)
gna re
My Commission expires 3/Zg j Z
Form DRPC-1 Rev.1 Page 1 of 1
i?O,L'i
DJ NOTARI, .-Z
"0. r��`

Permit No. S hl ? U70 2TC6—
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NOV — 7 2008
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original i .aw v}. SI v4„fit., ! ty t E
DWO Stormwater Manascmcnt Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: New Bern Toyota
Contact Person: J. Stephen Janowski, PE Phone Number: (252 )756-1390
[-or projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
"temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
17.00 ft. (floor of the basin)
23.00 ft. (elevation of the orifice)
24.83 ft. (elevation of the discharge structure overflow)
26,200 sq. ft. (water surface area at the orifice elevation)
18.80 ac. (on-sile and off -site drainage to the basin)
14.55 ac. (on -site and off -site drainage to the basin)
88,738 cu. ft. (combined volume of main hasin and forebay)
53,850 Cu. ft. (volume detained above the permanent pool)
15,686 cu. ft. (approximately 20% of total volume)
3.12 (surface area to drainage area ratio from DWQ table)
3 in. (2 to 5 day temporary pool draw -down required)
1 in.
85 % (minimum 85% required)
Form SWU-102 Rev3.99 Page I of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious %and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR 13MP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stonnwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 211 .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If' the applicant has designated an agent in the Stonnwater Management
Application Form, the
Permit
agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
J S J a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
6S S b.
The forebay volume is approximately equal to 20% of the basin volume.
,TS 1 c.
The temporary pool controls runoff from the design storm event.
SS"S cf.
The temporary pool draws down in 2 to 5 days.
SST e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive Flow
calculations)
�T 1..
The basin length to width ratio is greater than 3:1.
J S S g.
The basin side slopes above the permanent pool are no steeper than 3: 1.
SST h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
ST i.
Vegetative cover above the permanent pool elevation is specified.
SST j.
A trash rack or similar device is provided for both the overflow and orifice.
iST k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
�S I.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
-075 m.
A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter ifone is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) Q does Q does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet 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 wet 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 wet 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 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
Permanent Pool Elevation 23.0
Scdimcnt I2cn oval lil. 18.5 75 5�
----. 1 --- Sediment Removal Elevation o
130tlom L•Ic atiun ��.� �9 a> ---- ----------------18.5-------
-- 75/0__-
FORF.RAY
Bottom Elevation 17.0 � 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
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.
Form SWU-102 Rev 3.99 Page 3 of

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: Craig F. Goess
Title Owner
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, )0-1` L_PQ alp- �k , a Notary Public for the State of North Carolina
County of p,.� , do hereby certify that
personally appeared before me this L1 SP day of'
b 2008 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
II I I 1111i
`J�xN '
L POq���i
,� aP• NOTAq y
aLl�
C�UNT�(.A?`�,`�
SEAL
My commission expires 03/-Z-8/7Uo1
Form SWU-102 Rev 3.99 Page of

Permit Number: oFas
(Io be provided by DIVQ)
Drainage Area Number:_ _
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin, RECEIVED
pretreatment including forebays and the vegetated filter if one is provided. AUG _ 7 2008
This system (check one): ti 1 i n
® does ❑ does not incorporate a vegetated filter at the outlet. UYI -V4 NI u
This system (check one):
❑ does ❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment Load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
flow 1 will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
long.
Maintain vegetation at a height of
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.3 Page I of 4

Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate the problem..
The inlet device: pipe or
'rhe pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
swale.
Regrade the swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sedimentand remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
the basin surface.
with pesticide (do not spray).
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of'4

permit Number:
(Io he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 44:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in [he blanks)
18.5 � Pe manen\
--------- Volume
17.0 -ft Min.
Sediment
Storage
FOREBAY
Permanent pool Elevation 23.0
Pool
\ Sediment Removal Elevation 18.5 Volum
Bottom Elevation
MAIN POND
Storage
Form SW401-Wet Detention Basin O&M-Rev.3 page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Proiect name:NEW 13ERN TOYO"fA
BMP drainage area number:
Print name:CRA1G F. GOESS
Title:OWNER
Note: The legally responsible patty 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.
L a Notary Public for the State of'
L County of P, do hereby certify that
F, GeP sS personally appeared before me this Z( st-
day of Lo Z , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
L'PO
O. ik0TAqp,
/
ai BL% !
/TT COUN�.`�v`�:
NI
SEAL_
My commission expires o-gLas00 i
-Tv,C-1�Gam"
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

o�OF W ATEgpG Michael F. Easley. Governor
William G. Ross Jr.. Secretary
CO North Carolina Department of Environment and Natural Resources
p .( Alan W. Klimek, F.G. Director
Division of Watcr Quality
October 14, 2008
Mr. Craig F. Goess, Owner
New Bern Toyota
3615 South Memorial Drive
Greenville, NC 27834
Mr. Robert High, Member/Manager
Coastal Mini Storage of New Bern on Hwy 70, LLC
5725 Oleander Drive, Suite E7
Wilmington, NC 28403
Subject:
Dear Mr. Goess:
Stormwater Review SW7070805
New Bern Tovota
Stormwater Review SW7060501MOD
US 70 Coastal Storage Facility
Craven County
This office received a Coastal Stormwater permit application and plans for the subject projects on
August 7, 2008 & September 25, 2008. A preliminary review of the project indicates that before a State
Stormwater permit can be issued the following additional information is needed.
I) From scaling off the pond, the permanent pool seems around 3,500 square feet smaller than the
original permitted proposal of 29,700 square feet. There are two options to fix this problem, one
would be to physically increase the size of the permanent pool to 29,700sf. The second and
easier solution would be to revise the pond design to only account for the current proposed
impervious areas from the two tracts, 295,749sf from Toyota & 338,187sf from US70 Coastal
Storage, and not the keep original design for 683,381sf. Otherwise the permanent pool elevation
of the pond will have to be expanded out to the original proposal of 29,700sf. First, please verify
the surface area at permanent pool, 23.00fmsl. Second, please provide revised pond calculations
to verify and document that the smaller pond surface area and volumes will meet the minimum
design requirements for the reduced amount of impervious area (295,749sf + 338,187sf =
633,936sf of Total Impervious area within the 18.80 ac drainage area) Please also revise the
supplement form to note the new pond design areas & volumes.
2) Please provide a pond cross section and outlet structure detail on the plans so that it can be added
to both copies of the final approved plan set, where one copy will go back to you for reference
with future operation & maintenance issues.
3) In accordance with the possible redesign of the pond and the total built upon area that will be
allowed, the deed restriction form will need to be revised to reflect the lower numbers allowed on
each tract,
4) Please include two copies of all revised application forms and/or plan sheets.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1.877-623-6748
An Equal Opportunity/Affirmative Action Employer —50% Recycledl70% Post Consumer Paper
3o7hcuml.
,/�Ui!!Pl!/t
"J

5) Please do not forget to have any revised plans and calculations signed, sealed and dated.
The above requested information must be received in this office prior to November 14, 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 Gee to contact me at [phone].
Sincerely, )
AScott Vinson
Environmental Engineer
Washington Regional Office
cc: Steve Janowski, PE
Joe Avo
ashington Regional Office
,
a

2. If this application is being submitted as the resuItof a renewal or modification to an existing permit, list the
existing permit mrmberSW7060501 and its issue date (if known)5/10/06
3. Specify.the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Ill. PROJECT INFORMATION �^
1. In the space provided below, summarize how stormwater will be treated. Also attach a etailed narrative
(one to two pages) describing stormwater managementNor the project.
2. Stormwater runoff from this project
3. Total Property Area:10.305
5. 100' Wide Strip of Wetland Area:_
6. Total Project Area**:]0.305
8. Flow many drainage areas does the
9.
to the
4. 1' al Wetlands Area:.33 acres
(not u 3hcable if no wetlands exist on site)
7. Project Built Upon Area:83.5% %
Area 1 'f>
g ftl.-4 Drainage Area 2
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high densityprojects, cow fete the table with one drainage area for each engineered stormwater device. '�i(
54W'
Basin Information
Drainage
Impervious* Surface Area Drainage Area 1 Drainage Area 2
On -site Buildings (so 38,014 Y �U
On -site Streets (so 0
On -site Parking (so 248,640
On -site Sidewalks (so 9,095
Other on -site (so 0
Off -site (so 0
Total (sf): 215,749 - C. 7%G. 33 8 /17
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 03.27.08 Page 2 of 9 $6 51' ly- 5c`
fo"33j
yam'
c '771s..
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 03.27.08 Page 2 of 9 $6 51' ly- 5c`
fo"33j
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c '771s..

Permit No. " G✓ ? t7rv-�—
oo be provided by DlVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM AUG — 7 2008
WET DETENTION BASIN m mSUPPLEMENTU,;z 4i4'�1f� This foray be pho(ocopied for use as an original
DWO Stonuwater Management Plan Review:
A complete stormwater management plan submittal includes an applicati o a wet detention basin
supplement for each basin, design calculations, and plans and specificati ns shown all basin and outlet
stricture details.
PROJECT INFORMATION lz--�
Project Name:
Contact Person
New Bern Tovota
J. Stephen Janowski, PE I
For projects with multiple basins, specify which
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Pernnanent Pool Surface
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay VOILIme
Other parameters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
FormSWU-102 Rev399
17.0
23.0
24.83
29,700
n<er: ( 252 ) 756-1390
applies to:
ft. (floor of the hosin)
ft. (elevation ofthe orifice)
ft. (elevation of the discharge structure overflow)
sq. ft
18.80 ac.
- ac.
ih,S9ra _
102,964 Cu. ft.
58,604 cu. ft.
18,184 cu. It.
(wetter surface area at the orifice elevation)
(on -site and off -.cite drainage to the basin)
(on -site and off -.cite drainage to the basin)
(conbined volmne ofmain basin and fbrebap)
(vohtme detained ahove the pennanew pool)
(approximately 20% of total volume)
3.41 % (.cm face area to drainage area ratio from DWQ table)
3 in. (2 to 5 day temporary pool draw -down required
1 in.
85 % (munimuan 85% required)
Page I of 4

AUG - .: ?008
High Density Commercial Subdivisions
Deed Restrictions & Protective Covenances b u (r VVR
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built -
upon area consistent with the design criteria used to size the stormwater control facility.
CRAIG F. GOESS , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as NEW BERN TOYOTA
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5LJ'7o'70 8 cam; as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. {O ,
proposed built -upon area per lot will vary, please use the following for at & la in b d):
The maximum built -upon area per lot, in square feet, is as d b low: `\
Lot # BUA Lot # BUA Lot # BUA �f Lot BUA
Tract 1 308y85 sf Tract 2 374,820 sf /
This allotted amount includes any built -upon area construe ted wit in thWot property boundaries,
and that portion of the right-of-way between the front lot li e an he edge of the pavement. Built
upon area includes, but is not limited to, structures, asp hal , ncrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the s stem are of required to provide these additional measures.
8. The owner of e h lot, wh se ownership is not retained by the permittee, is re fired to submit a
separate st In ter per it' pplication to the Division of Water Quality nd rec five a permit
prior to con trgct n. i1 f i
State of
County of
a Notary Public in the
do hereby certify that cr&AZ r, &Ve S6 personally appeared
before me this the A`-;74" day of 20s-, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official 1seal,
Signature
+r Nor
My Commission expires 5' pa q9�
Form DRPC-1 Rev.1 Page I of I t 2�b1C f

�T�ieJ� � •, I �b/c � �►v% �� h. }-_"J, �e.,c�d �3� �'°�sF

Baldwin&
lanowski,PA
ENGINEERINGSURVEYING PLANNING
November 5, 2008 NOV - 7 2008
Scott Vinson, Environmental Engineer b' w
NCDENR DWO
943 Washington Square Mall
Washington, NC 27889
Subject: Response to Comments dated October 14, 2008
Stormwater Review SW7070805
Dear Mr. Vinson:
Baldwin and Janowski received notice of "request for addition information" on
October 14, 2008. This is a response letter referencing the 'request for
additional information."
1. The pond surface area at 23.00fmsl has been verified to be 26,200 S.F.
The pond design calculations have been revised and verified to account
for the reduced impervious area for the two tracts. We are including a
new supplement to show the revised pond design.
2. A pond cross section and outlet structure detail has been added to the
plans per your request.
3. The Deed Restriction form has been revised to reflect the lower allowable
built upon area of both tracts.
4. Two sealed and dated copies of all revised application forms and plan
sheets are included with this response letter.
If you have any questions, please do not hesitate to contact me.
Sincerely,
Sean .Owens
Project Manager
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
TEL [phone] • FAx [phone] • www.BALDWI NAN DJANOWSKI.coM

Baldwin&
14nowski,PA
INEERING-GUR EYING-PL4NNING
1015 Conference Drive, Greenville, NC 27858
252-756-1390 • 252-321-1412 (fax)
To: NCDENR DIVISION OF WATER QUALITY
943 WASHINGTON SQUARE MALL
WASHINGTON, NC27889
Date: Job No:
11/06/08 07-079
Attention:
SCOTT VINSON
Re: NOV — 7 2008
NEW BERN TOYOTA
,,ti..t
We are sending you: ] Attached rJ Under separate cover via
u Drawings
IJ Letter
.. -Xfflm
1 11 /05/08
2 11 /06/08
2
2
2
2
11/06/08
11 /06//08
I-] Plans
J Package
the following:
Ex] Prints rJ Pay Request/ 17 Specifications
Invoice
n Other PERMIT SUPPLEMENTS AND REVISIONS
RESPONSE LETTER
STORM DRAINAGE CALCULATIONS
SHEET 1 OF 4 WET DETENTION BASIN SUPPLEMENT FORM
SWU-102 (REVISED)
SHEET 2 OF 4 FORM SWU-101 (REVISED)
HIGH DENSITY DEED RESTRICTIONS & PROTECTIVE COVENANCES
SITE PLAN, GRADING PLAN, AND STORM POND DETAIL SHEET
Transmitted as checked below:
u For approval �i Approved as noted
For your use Approved as submitted
As requested Returned for corrections
u For review Other
Remarks: PLEASE CONTACT ME WITH ANY QUESTIONS.
Resubmit
Submit
Return
copies for approval
copies for distribution
corrected copies

Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This Corm may be. photocopied fm- use as an original
a A 5VED
NOV — 7 2008
1')V <-WAR0
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: New Bern Toyota
Contact Person: J. Stephen Janowski, PE Phone Number: (252 )756-1390
1-or projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 17.00 ft. (floor of the basin)
Permanent Pool Elevation 23.00 ft. (elevation of the orifice)
Temporary Pool Elevation 24.88 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 26,200 sq. ft_ (water surface area at the orifice elevation)
Drainage Area 18.80 ac. (on -site and off -site drainage to the basin)
Impervious Area 14.55 ac. (on -site and off -site drainage to the basin)
vol eunes
Permanent Pool Volume 88,738 cu_ ft. (combined volume ofnnain basin and forebay)
Temporary Pool Volume 53,850 Cu. ft. (volume detained above the permanent pool)
Forebay Volume 15,686 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA I 3.12 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 3 in. (2 to 5 clay temporary pool drain -down required)
Design Rainfall 1 in.
Design TSS Removal '- 85 % (minionrrn 85% required)
Form SINU-102 Rev 3.99 Page I of 4

2. 1f•this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW7060501 and its issue date (if known) 5/10/06
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDESp r' natS h"l p ter
g �'r. Q
Ill. PROJECT INFORMATION 9'ED
h' 7
In the space provided below, summarize how stormwater will be treated. Also attach a detaile8-na r�aL-6;J8
(one to two pages) describing stormwater management for the project.
D Ytrq
mwater Runoff will be treated in a wet detention pond and sized for 85% TSS remo PAOJ # _
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 10.305 acres 4. Total Coastal Wetlands Area: 0.33 awes
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**: 9.975 acres
6. (Total Impervious Area / Total Project Area) X 100 = ]'reject Built Upon Area (BUA): 65.89 %
7. I -low many drainage areas does the project have? 1
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, coo lete the table with one drainage area for each en ricered stormwater device_
BasirvInfonnation -
Drainage Area 1: ".
'DrmnageAnea 2
Receiving Stream Name
Brice Creek
Stream Class & Index No.
C; SW, NSW
Total Drainage Area (so
818,928
On -site Drainage Area (so
448,886
Off -site Drainage Area (so
370,042
Existing Impervious* Area (so
338,187
Proposed Impervious*Area (so
295,749
% Impervious* Area (total)
77.41 %
Impervious* Surface Area
Drainage Areal
c , ' Drainage?Area 2 _ ,.
On -site Buildings (sf)
38,014
On -site Streets (so
0
On -site Parking (so
248,640
On -site Sidewalks (so
9,095
Other on -site (so
0
Off -site (sf)
338,187
Total (so:
633,936
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
Form SWU-101 Version 09.25.08 Page 2 of 4

Baldwin&
JanowskixA
ENGINEERING SURVEYING PLANNING
STORM DRAINAGE CALCULATIONS
New Bern Toyota
Craven County, North Carolina
November 6. 2008
�p4 PaeEssi�ti9��9
SEAL
2 4 : LIC. b 12324
NGINEEP: O�l�
/folNn001
Ste n Janowski, P.E.
l
ate
NOV -7 N8
%t 6qitl�_
Matthew D. Williams, E.I.
Date
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
,v, 959 7FR 13Q0 . ce, iS% 391 1,119 . I... RAI nwIN4Nn.IAN(11NCKI rnnn

R "�
Baldwin & Janowski, PA
JOB New Bern Toyota
Wanowskj,
L a win&
Engineertn9, Surveying 8 Planning
1015 ConferenceDrive
SHEET No 1
CALCULATED By MDW
OF 1
DATE10I23I2008
PA
27858
Gi-eenvi.cvccm.o-su.++c��.c
BY
ATE
c�.um:c
[phone]
SCALE
Table 10.2: Surface Area to Drainage Area Ratio for Permanent Pool Sizing to Achieve 85 Percent TSS Pollutant Removal Efficiency in the Coastal Region,
Adapted from Driscoll, 1986
85% TSS REMOVAL
VEGETATED FILTER REQUIRED
Depth
Imp %
3'
3.5'
4'
4.5'
S.
S.5'
6'
6.5'
7'
7.54
10 %
09
08
07
06
0.5
00
00
00
00
00
20 %
17
1.3
12
1.1
1.0
09
08
07
06
D.5
30%
2.5
2.2
IS
18
1.6
1.5
1.3
1.2
10
09
40 %
3.4
3.0
26
24
2,1
1.9
16
14
1.1
10
50 %
4.2
37
3.3
30
27
24
2.1
Is
IS
1.3
60 %
50
4.5
3.8
35
3.2
29
26
2.3
20
1.6
70 %
6.0
52
45
4.1
37
3.3
2S
2.5
2.1
IS
77.41
6,59
5.79
5.02
4.54
4,07
3.60
3.12
2,65
2,17
1.95
80 %
68
6.0
5.2
47
4.2
37
32
27
2.2
2.0
90%
T5
65
58
53
4.8
43
38
3.3
2.8
2.3
100 %
8.2
24
6.8
fit
56
50
44
3.8
32
26
Note: The required surface area Calculated from the tables is to be provided at the permanent pool elevation.
Drainage Area = 18.80 Acres
Depth 3' 3.5' 4' 4.5' S. 5.5' 6' 6.5' 7' 7.61
SA (do) 1.24 1.09 0.94 0,85 0.77 0.68 0.59 0.50 0,41 0.37
SA (at) 53,990 47,439 41.100 37,217 33,334 29.452 26,569 21.687 17.604 15,954
Pond Runoff Storage Volume Requirements
Rv = 0.05*.009(I) 1 = 77,41 %
Rv =1 0.75 inches/inches
Volume that must be controlled
Volume = (Design rainfall)(Rv)(Drainage Area) _ (1 inch)(0.75 in/in)(18.80 ac)(1 full in)
Volume = 1.17 ac-ft
50,955 of
Must store 50,955 of of water above the permanent pool elevation
Permanent Pool Elevation 23
STAGE STORAGE DATA
surface dill. accum.
Elevation area elev storage t Elevation Stage
23.00 26.200 23.00
1,00 27,789
24.00 29,377 27,789 24.00 1.00
1.00 31,399
25.00 33,421 59.188 25.00 2,00
1.00 35,526
26.00 37,630 94.713 26.00 3,00
1.00 78.892
27.00 120, 154 173,605 27.00 4.00

Baldwin&
Jan®wskiyA
ENG�NEER$NGSU'• EYING PLA"N$NG
Baldwin & Janowski, PA
Engineering, Surveying 8 Planning
1015 Conference Drive
Greenville, NC 27858
[phone]
JOB New Bern Toyota
SHEET NO. 1
CALCULATED BY
CHECKED BY
SCALE
OF
DATE 11/312008
TOTAL POND STAGE STORAGE DATA
Forebay
Main Pond
surface
diff.
accum.
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
Elevation
area
elev
storage
storage
Elevation
Stage
17.00
996
-
17.00
0.00
17.00
7,588
-
17.00
0.00
1.00
1,204
1.00
8,177
18.00
1,412
1,204
18.00
1.00
18.00
8,766
8,177
18.00
1.00
1.00
1,621
1.00
9,494
19.00
1,830
2.825
19.00
2.00
19.00
10,222
17,671
19.00
2.00
1.00
2,193
1.00
10,961
20.00
2,555
5.018
20.00
3.00
20.00
11,700
28,632
20.00
3.00
1.00
2,761
1.00
12.574
21.00
2,967
7,779
21.00
4.00
21.00
13,447
41,206
21.00
4.00
1.00
3,286
1.00
14,145
22.00
3,605
11,065
22.00
5.00
22.00
14,842
55,350
22.00
5.00
1.00
4,621
1.00
17,703
23.00
5,637
15,686
23.00
6.00
23.00
20,563
73,053
23.00
6.00
Surface Area at 23.0' = 26200.00 Accumulated Sloraoe at 23.0' = 88.738
Total Pond Storage Including Tempo ly Pool
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
23.00
26,200
88,738
23.00
0.06
1.00
27,789
24.00
29,377
116,527
24.00
1.06
1.00
31,399
25.00
33,421
147,926
25.00
2.00
1.00
35,526
26.001
37,630
1
1
1 183,451
1 26.00
2.00
TEMPORARY POOL ONLY STAGE STORAGE DATA
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
23.00
26,200
-
23.00
0.00
1.00
27,789
24.00
29,377
27,789
24.00
1.06
1.00
31,399
25.00
33,421
59,188
25.00
2.00
1.00
35,526
26,001
37,630
94,713
1 26.00
2.00
r'.

Baldwin&
_Janowskt,PA
ENGINEERING-SURVEYING-RLANNING AUG i 2pC�
QuVQ-VV -'IR0
STORM WATER MANAGEMENT NARRATIVE
NEW BERN TOYOTA
CRAVEN COUNTY, NORTH CAROLINA
August 29, 2007
(REVISED AUGUST 7, 2008)
Project Name: New Bern Toyota
Location:
5010 East U.S. 70 Highway, Craven County, NC
Developer:
Craig F. Goess
Consultant:
Baldwin & Associates
1015 Conference Drive
Greenville, NC 27858
Phone:
252.756.1390
This project site consists of 10.305 acres, all of which will be collected in a
proposed storm drainage system consisting of culverts and grass lined swales
before it is eventually discharged into an existing permitted wet detention pond.
Runoff from this site eventually drains to the Neuse River in the Neuse River
Basin. The property is bounded by commercial property to the north, east, and
south and by U.S. Highway 70 to the west.
This project has an existing stormwater management permit (Permit No.
SW7060501), for an overall 18.8 acre project site and drainage area, which
includes the 10.305 acre project site. In accordance with this permit, the wet
detention pond was designed to handle the runoff from 683,831 square feet of
impervious area, and the allowable built -upon area for the 18.8 acre site was also
limited to 683,831 square feet.
The parcel of land where the detention pond covered under the current permit
SW7060501 has had a change of ownership. The pond is located on the 10.305
acre tract that was previously a portion of the 18.80 acre site covered under this
permit. The pond is now owned by Craig F. Goess. The current permit is being
modified to show that Craig F. Goess is the owner and responsible party for the
operation and maintenance of the pond. Coastal Storage is the original owner
and will be applying for an off -site use permit through another engineering firm in
order to stay in compliance.
The current proposed impervious area for the 10.305 acre project site is 295,749
square feet. The allowable impervious area for the 10.305 acre site, according to
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
TEL [phone] • FAx [phone] • www.BALDWINANDJANOWSKI.coM

Baldwin&
Janowski,PA
ENGINEERING SURVEYING PLANNING
the original site plan used in the existing permit, is 301,589 square feet.
Therefore, the proposed impervious area for the 10.305 acre project site is within
the allowable impervious area.
The completed project will consist of one drainage area. The existing site has
0.00 acres of impervious area. Upon completion of the proposed site
improvements, the site will have 6.789 acres of impervious area.
The impervious area breakdown is as follows: AUG 7 2008
IMPERVIOUS AREA CALCULATIONS Al/V t VUHR0
Project Site Area 10.305 ac
Existing On -site Impervious Area 0.000 ac
Proposed On -site Impervious Area 6.789 ac (295,749 square feet)
Allowable Impervious Area 6.924 ac (301,589 square feet)
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
TEL [phone] • FAX [phone] • www.BALDWINANDJANOWSKI.com

Baldwin&
Pnowski,PA
INEERING�SUJ ryiNG PLANNING
1015 Conference Drive, Greenville, INC 27858
252-756-1390 9 252-321-1412(fax)
To: NCDENR
943 Washington Square Mall
Washington. NC 27889
Date: Job No:
August 7,2008 07-079
Attention:
Scott Vinson
Re:
New Bern Toyota
We are sending you: F- I Attached ❑ Under separate cover via
the following:
Fj Drawings ❑ Plans Prints Pay Request/ Specifications
Invoice
CILetter P Package E Other Storm water narrative and check for permit
Revised storm water narrative
Check for pond modification permit
!,1r-\dV-�t"V' 0
AUG - 7 2003
Transmitted as checked below:
LJ For approval ElApproved as noted LJ Resubmit copies for approval
F I For your use _I Approved as submitted Submit copies for distribution
x❑ As requested ❑ Returned for corrections Return corrected copies
For review IJ Other
Remarks:
If you have any questions, please contact me at 378-5942
signed: Mke Webb
Copy to:

WARNER BROTHERS
GENERAL CONTRACTING LLC
P.O. BOX 20361
RALEIGH, NG 27619
PAY
TO THE L1�
ORDER DO-
- / /) n
3642
66-4W531
DATE
FIRST BAN -
FOR '
11M00003r.L.-2116■ ■

fol
1
2
3
4
5
6
7
1.1
Michael F. Easley, Governor
William G. Ross--i-rSecretary
North Carolina Department of Environmenttan Natural Resources
Aln'W. Klimek, P.E. Director
Division of Water Quality
SURFACE WATER PROTECTION S
AL
PERMIT INFORMATION:
Stormwater Management Permit Number
Permit Holder's name:
Property Owners Name:
(if different from permit holder)
Signing official's name:
(person legally responsible for permit) /
Mailing address:
State: Zip Code: /
Project Name: /
Location of Project: (street address) /
9. Directions to Project (from near/t major
Title:
City:_
Phone:
(Area Code and Number)
10. Specify the type of stormwater treatment (wet pond, infiltration,
11. List ariytchang6s
a.`•
,',Applicant's C
I; (print)'.
permit'renewe
Signature:_
Submit this c(
and Maintena
below.
7
) project tha4was oridirially approved, attacFi additional pages if
41 .
ification: q'
certify that the information included_ on', this..,
my knowledge, correct and complete.
Date:
pleted form along with - an. 'application fee of $505.00, a new signed Operation
e Agreemerit and a copy'of'the designer's certification to the address listed,, -.
North Carolina Division of Water Quality 943 Washington Square Mall Phone [phone] Customer Service 1.877-623-6748
Washington Regional Office Washington, NC 27889 FAX [phone] Internet: www.ncwatereualifv.om One
NorthCarolina
An Equal Opportunity/Affirmative Acfion Employer- 50% Recycled110% Post Consumer Paper Naturally

NCDENR
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
WASHINGTON, N.C. 27889
Phone:[phone] FAX:[phone]
TO: Sec h 0G�P.
FAX NO.
FROM:
DATE: -3-
NO. OF PAGES (INCLUDING COVER):
COMMENTS:
0
943 Washington Square Mall, Washington, NC 27889
0
One
NorthCarolina
Naturally

NCDENR
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
WASHINGTON, N.C. 27889
Phone:[phone] FAX:[phone]
TO:
FAX NO.
FROM:
DATE:
NO. OF PAGES (INCLUDING COVER):
COMMENTS:
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943 Washington Square Mall, Washington, NC 27889
NorthCarolma
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d d OUTF L (24" C LVERT) /� EA LIGHT \ \
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`UTILITY POLE
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