SW7050101_HISTORICAL FILE_20050729

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NC DENR - DIVISON OF WATER QUALITY
.0315 NEUSE RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
Lees Branch
From source
to Brice Creek
C;Sw,NSW
05/01/88
27-101-40-4
Black Branch
From source
to Brice Creek
C;Sw,NSW
05/01/88
27-101-40-5
Georges Branch
From source
to Brice Creek
C;Sw,NSW
OS/01/68
27-101-40-6
Brice Creek
From Craven
County SR 1004
SC;Sw,NSW
05/01/88
27-101-40-(7)
to Trent River
Bridge Creek
From source
to Trent River
SC;Sw,NSW
05/01/88
27-101-41
Lawson Creek
From source
to Trent River
SC;Sw,NSW
05/01/88
27-101-42
Lane Branch
From source
to Lawson Creek
SC;Sw,NSW
05/01/88
27-101-42-1
Scotts Creek
From source
to Neuse River
SC;Sw,NSW
05/01/88
27-102
Duck Creek
From source
to Neuse River
SC;Sw,NSW
05/01/88
27-103
NEUSE RIVER
From a line
across Neuse
SB;Sw,NSW
05/01/88
27-(104)
River from
Johnson Point
to McCotter
Point to a
line across
Neuse River from
Wilkinson Point
to Cherry
Point
Northwest Creek
From source
to Neuse River
SB;Sw,NSW
12/01/90
27-105
Upper Broad Creek
From source
to N. C. Hwy. 55
C,,Sw,NSW
05/01/88
27-106-(1)
Bridge
Possum Swamp
From source
to Upper Broad
C;Sw,NSW
05/01/BB
27-106-2
Creek
Savannah Bridge Swamp
From source
to Possum Swamp
C;Sw,NSW
05/01/88
27-106-2-1
Mill Swamp
From source
to Upper Broad
C;Sw,NSW
05/01/88
27-106-3
Creek
Morgan Swamp
From source
to Mill Swamp
C;Sw,NSW
05/01/88
27-106-3-1
Upper Broad Creek
From N. C.
Hwy. 55 Bridge to
SC;Sw,NSW
05/01/88
27-106-(4)
Pamlico County
SR 1103 (Lees
Landing)
Sasses Branch
From source
to Upper Broad
SC;Sw,NSW
05/01/88
27-106-S
Creek
Deep Run
From source
to Upper Broad
SC;Sw,NSW
05/01/88
27-106-6
Creek
Upper Broad Creek
From Pamlico
County SR
SB;Sw,NSW
12/01/90
27-106-(7)
1103 (Lees
Landing) to Neuse
River
Goose Creek
From source
to Scotts
C;Sw,NSW
05/01/86
27-107-(1)
Store road
(Pamlico County
SR 1005)
West Fork Goose Creek
From source
to Goose Creek
C;Sw,NSW
05/01/88
27-107-2
East Fork Goose Creek
From source
to Goose Creek
C;Sw,NSW
05/01/88
27-107-3
Deep Run Branch
From source
to Goose Creek
C;Sw,NSW
05/01/88
27-107-4
Simmons Branch
From source
to Goose Creek
C;Sw,NSW
05/01/88
27-107-5
Goose Creek
From Scotts
Store road
SC;Sw,NSW
05/01/68
27-.107-(6)
(Pamlico County
SR 1005)
to a point
0.5 miles
downstream
of Cypress
Creek {near
Wood Landing)
Black Creek
From source
to Goose Creek
SC;Sw,NSW
05/01/88
27-107-7
Gaston Swamp
From source
to Goose Creek
SC;Sw,NSW
05/01/88
27-107-8
Alexander Swamp
From source
to Goose Creek
SC;Sw,NSW
05/01/88
27-107-9
Cypress Creek
From source
to Goose Creek
SC;Sw,NSW
05/01/88
27-107-10
30

NEUSE RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Bonner Bay
NEU13
27-150-26
G32NE7
SA;HQW,NSW
Borden Field Ditch
NEU06
27-57-23
F26NE9
C;NSW
Brandy Branch
NEU07
27-86-9-3-1-1
E26SE5
C;Sw,NSW
Brice Creek
NEU10
27-101-40-(1)
H31NW1
C;Sw,NSW
Brice Creek
NEU10
27-101-40-(7)
G30SE5
SC;SW,NSW
Brickyard Branch
NEU11
27-101-4-1
G28NE7
C;Sw,NSW
Bridge Creek
NEUIC
27-101-41
G30SE2
SC;Sw,NSW
Bridges Branch
NEU02
27-33-19
D24SE4
C;NSW
Bridges Creek (Bridges Lake)
NEU02
27-30
D24SE5
C;NSW
Brier Creek
NEU02
27-33-4
D23NE8
C;NSW
Briery Run
NEU05
27-Bl-I
F28SW6
C;Sw,NSW
Bright Creek
NEU10
27-134-1
G32SW6
SA;HQW,NSW
Broad Creek
NEU10
27-137-4
H32NE3
SA;HQW,NSW
Broad Creek
NEU10
27-141
G32SW3
SA;HQW,NSW
Brooks Swamp (Buck Sw)
NEU12
27-54-5-2
G26NE2
WS-IV;NSW
Brown Creek
NEU10
27-136
H32NE2
SA;HQW,NSW
Brown Creek
NEU10
27-141-3
G32SW3
SA;HQW,NSW
Bryan Creek
NEU13
27-150-26-1-4
G32NE7
SA;HQW,NSW
Buck Branch
NEU02
27-43-6-(1)
E24NW6
WS-III;NSW
Buck Branch
NEU02
27-43-6-(2)
E24NWG
WS-III;NSW,CA
Buck Branch
NEU05
27-77-2-0.5
F27SE6
C;Sw,NSW
Buck Branch
NEU07
27-86-11-6
E27NE1
C;Sw,NSW
Buck Branch
NEU07
27-86-11-7-2
E27NE5
C;Sw,NSW
Buck Branch
NEU11
27-101-4-4
G28SE1
C;Sw,NSW
Buck Creek
NEU10
27-135-7
H32NE9
SA;HQW,NSW
Suck Meadow Branch
NEU07
27-86-14-0.6
F27NW3
C;Sw,NSW
Buck Swamp
NEU06
27-57-20.7-1
F26NE2
WS-IV;NSW
Buckhorn Branch
NEU07
27-86-4
E26NE4
C;NSW
Buckhorn Creek
NEU01
27-13-1-(1)
C24SE7
WS-IV;NSW
Buckhorn Creek
NEU01
27-13-1-(2)
C24SE7
WS-IV;NSW,CA
Buckwater Creek
NEU01
27-2-12
C22SE3
WS-IV;NSW
Buffalo Branch
NEU03
27-43-15-11
E24SE1
C;NSW
Buffalo Creek
NEU01
27-2-21-3-1
C23NW5
WS-II;HQW,NSW
Buffalo Creek
NEU01
27-2-21-5
C23NE7
WS-II;HQW,NSW,CA
Buffalo Creek
NEU02
27-42
E25SE8
C;NSW
Buffalo Creek
NEU06
27-57-16-(2)
D25SW6
B;NSW
Buffalo Creek (Perry Pond, Robertsons Pond)
NEU06
27-57-16-(1)
D25NWB
C;NSW
Buffalo Creek (Wendell Lake)
NEU06
27-57-16-(3)
D25SW9
C;NSW
Bull Branch
NEU07
27-86-2-6.5
E26NW5
C;NSW
Bull Branch
NEU11
27-101-4-5
G28SE5
C;Sw,NSW
Bull Creek
NEU14
27-148-2-1
1133NWG
SA;HQW,NSW
Burden Branch
NEU12
27-53-1
F26NW9
WS-IV;NSW
Burnt Mill Branch
NEU05
27-67-3-(1)
G27NW1
B;NSW
Burnt Mill Branch
NEU05
27-67-3-(2)
G27NW1
C;NSW
Burnt Stocking Branch
NEU06
27-57-19-1
E26SW7
C;NSW
Burton Creek
NEU10
27-141-7
C32SE1
SA;HQW,NSW
Bushy Creek
NEU02
27-34-3
D24SW8
C;NSW
Bushy Fork
NEU09
27-97-8-1
F31SW7
C;Sw,NSW
Bushy Fork Creek (Brushy Fork Creek)
NEU01
27-3-3-1
C22NE1
WS-TII;NSW
Button Branch
NEU07
27-86-14-3
F27NE2
C;Sw,NSW
Buzzard Branch
NEU07
27-86-14-3-2
F27NE5
C;Sw,NSW
Byrds Creek
NEU01
27-3-3-2
C22NE2
WS-TII;NSW
Cabin Branch
NEU01
27-2-21-7
C23SW3
WS-IV;NSW
Cabin Branch
NEU05
27-66
F27SWS
C;NSW
Cabin Creek
NEU13
27-150-20-3
G32NW9
SA;HQW,NSW
Cadduggen Creek
NEU14
27-148-2-2
H33NW6
SA;HQW,NSW
Cahoogue Creek
NEU10
27-115-7
H31NE8
SC;Sw,NSW
Camp Branch
NEU03
27-43-15-5
E23NE6
C;NSW
Page 3 of 21

NC DENR - DIVISON OF WATER QUALITY 23 .0300
.0315 NEUSE RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Jack Cabin Branch
From
source
to
Trent River
C;Sw,NSW
05/01/86
27-101-10
Little Chinquapin Branch
From
source
to
Trent River
C;Sw,NSW
O5/01/86
27-101-11
Pocoson Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-12
Poplar Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-13
Big Chinquapin Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-14
Beaver Creek
From
source
to
Trent River
C;Sw,NSW
OS/01/86
27-101-15
Vine Swamp
From
source
to
Beaver Creek
C;Sw,NSW
05/01/88
27-101-15-1
Ash Branch
From
source
to
Vine Swamp
C;Sw,NSW
OS/01/88
27-101-15-1-1
Rattlesnake Branch
From
source
to
Beaver Creek
C;Sw,NSW
05/01/86
27-101-15-2
Flat Swamp
From
source
to
Rattlesnake
C;Sw,NSW
05/01/88
27-101-15-2-1
Branch
Trace Branch
From
source
to
Beaver Creek
C;Sw,NSW
05/01/B8
27-101-15-3
Heath Mill Run
From
source
to
Beaver Creek
C;Sw,NSW
O5/01/88
27-101-15-4
Deep Bottom Branch
From
source
to
Beaver Creek
C;Sw,NSW
05/01/88
27-101-IS-5
Resolution Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-16
Island Branch Swamp
From
source
to
Resolution
C;Sw,NSW
05/01/88
27-101-16-1
Branch
Musselshell Creek
From
souce to Trent River
C;Sw,NSW
05/01/88
27-101-17
Crooked Run
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-18
French Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-19
Jumping Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-20
Beaverdam Creek
From
source,to
Trent River
C;Sw,NSW
05/01/88
27-101-21
Long Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-22
Mill Run
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-23
Beaverdam Branch
From
source
to
Mill Run
C;Sw,NSW
05/01/88
27-101-23-1
Little Hell Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-24
Goshen Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-25
Mill Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-26
West Branch
From
source
to
Trent River
C;Sw,NSW
O5/01/8B
27-101-27
Clayhill Branch
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-28
Raccoon Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-29
West Prong
From
source
to
Raccoon Creek
C;Sw,NSW
05/01/88
27-101-29-1
Beaver Branch
From
source
to
Raccoon Creek
C;Sw,NSW
05/01/8B
27-101-29-2
Skinners Branch
From
source
to
Beaver Branch
C;Sw,NSW
05/01/88
27-101-29-2-1
Scott Creek
From
source
to
Trent River
C;Sw,NSW
03/01/88
27-101-30
Trent River
From
mouth of Deep Gully
SB;Sw,NSW
05/01/86
27-101-(31)
to mouth of
Brice Creek
Deep Gully
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-32
Island Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-33
Long Branch
From
source
to
Island Creek
C;Sw,NSW
05/01/88
27-101-33-1
Muddy Cove
From
source
to
Island Creek
C;Sw,NSW
05/01/88
27-101-33-2
Miry Hole Branch
From
Source
to
Trent River
B;Sw,NSW
05/01/88
27-101-34
Hayward Creek
From
source
to
Trent River
C;Sw,NSW
05/01/88
27-101-35
Rocky Run
From
source
to
Hayward Creek
C;Sw,NSW
05/01/88
27-101-35-1
Reedy Branch
From
source
to
Trent River
C;Sw,NSW
O5/01/88
27-101-36
Wilson Creek
From
source
to
Trent River
C;Sw,NSW
O5/01/88
27-101-37
Hoods Creek
From
source
to
Trent River
C;Sw,NSW
05/01/86
27-101-3B
Trent River
From
mouth of Brice Creek to
SB;Sw,NSW
05/01/88
27-101-(39)
Neuse
River
Brice Creek
From
source
to
Craven County
C;Sw,NSW
05/01/88
27-101-40-(1)
SR 1604
Gum Swamp (Long Lake)
From
source
to
Brice Creek
C;Sw,NSW
05/01/88
27-101-40-2
Great Branch
From
source
to
Brice Creek
C;Sw,NSW
05/01/88
27-101-40-3
29

ORWISMAXa R1121
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
The Passage
NEU14
27-149-4-2-6
H34NW1
SA;ORW,NSW
The Slough
NEU07
27-86-14-1
F27NW1
C;Sw,NSW
Thomas Creek
NEU13
27-150-6-3
G32SW1
SC;Sw,NSW
Thompson Swamp
NEU07
27-86-26-1.5
E28SW1
C;Sw,NSW
Thorofare
NEU14
27-149-1-1
H33NW6
SA;HQW,NSW
Thorofare Bay
NEU14
27-149-1
H33NE5
SA;ORW,NSW
Thorofare Swamp
NEU09
27-97-5-1
F30NW1
C;Sw,NSW
Thoroughfare Swamp
NEU12
27-54-5-(0.3)
G26NW1
C;NSW
Thoroughfare Swamp
NEU12
27-54-5-(1.5)
G26NE1
WS-IV;NSW
Thunder Swamp
NEU12
27-54-5-1
G26NE1
C;NSW
Toisnot Swamp
NEU07
27-86-11-(5)
E27NW3
C;Sw,NSW
Toisnot Swamp (Silver
Lake, Lake Wilson)
NEU07
27-86-11-(1)
D27SW5
WS-III;NSW
Toisnot Swamp (Toisnot
Reservoir)
NEU07
27-86-11-(4.5)
E27NW3
WS-III;NSW,CA
Tommy Reed Creek
NEU05
27-67-3-3
G27NW2
C;NSW
Toms Branch
NEU05
27-80-1-2
G28SW2
C;Sw,NSW
Toms Creek (Mill Creek)
NEU02
27-24
D25NW7
C;NSW
Trace Branch
NEU11
27-101-15-3
G29NWB
C;Sw,NSW
Tracey Swamp
NEU05
27-84-1
G29NW1
C;Sw,NSW
Trent Creek
NEU13
27-150-6
G32SW4
SC;Sw,NSW
Trent River
NEU11
27-101-(1)
G28SW1
C;Sw,NSW
Trent River
NEU10
27-101-(31)
G30SW5
SB;Sw,NSW
Trent River
NEU11
27--101-(31)
G30SW5
SB;Sw,NSW
Trent River
NEU10
27-101-(39)
G30SE5
SB;Sw,NSW
Trotters Creek (Davis
Mill Pond)
NEU05
27-71-2
G27NE6
WS-IV;NSW
Tuckahoe Creek
NEUll
27-101-5
G28SE7
C;Sw,NSW
Tuckahoe Swamp
NEU11
27-101-5-1
G28SW8
C;Sw,NSW
Tucker Creek
NEU10
27-112-6
H31NW5
SC;Sw,NSW
Tump Gut
NEUIO
27-137-6
G33SW7
SA;HQW,NSW
Turkey Branch
NEU05
27-80-1-3
G28NW8
C;Sw,NSW
Turkey Creek
NEU02
27-33-2
D23SE7
C;NSW
Turkey Creek
NSU07
27-86-3-(1)
D26NW7
C;NSW
Turkey Creek (Lake Ann)
NEU02
27-33-9-2
D24SW1
B;NSW
Turkey Quarter Creek
NEU08
27-91
F30SW7
C;Sw,NSW
Turnagain Bay
NEU10
27-137
H33NW1
SA;HQW,NSW
Turner Swamp
NEU07
27-86-9.5
E27SW6
C;Sw,NSW
Turtle Gut
NEU13
27-150-6-6
G32NW7
SC;Sw,NSW
Tyson Marsh
NEU07
27-86-17
F27NE9
C;Sw,NSW
UT to Cedar Fork
NEU06
27-57-3-1
D25NWB
WS-II;HQW,NSW
Unnamed Tributary
9 1 Greens Creek
NEU10
27-129-3
G32SW7
SC;HQW,NSW
Unnamed Tributary
# 2 Greens Creek
NEU10
27-129-4
G32SW7
SC;HQW,NSW
Unnamed Tributary
# 2 ' Smith Creek
NEU10
27-129-7-5
G32SW8
SC;HQW,NSW
Unnamed Tributary
#j 3 Greens Creek
NEU10
27-129-6
G32SW7
SC;HQW,NSW
Unnamed Tributary
## 1 Smith Creek
NEU10
27-129-7-4
G32SWB
SC;HQW,NSW
Unnamed Tributary
at Camp Adventure
NEU01
27-15.5-(1)
D24NW2
WS-IV,B;NSW
Unnamed Tributary
at Camp Adventure
NEU01
27-15.5-(2)
D24NW2
WS-IV;NSW
Unnamed Tributary
at Camp Adventure
NEU01
27-15.5-(3)
D24NW2
WS-IV;NSW,CA
Unnamed Tributary
at Camp Atkinson
NFU06
27-57-14
E25NE6
B;NSW
Unnamed Tributary
at Camp New Life
NEU01
27-20.5-(l)
D24NE7
WS-IV,B;NSW
Unnamed Tributary
at Camp New Life
NEU01
27-20.5-(2)
D24NE7
WS-IV;NSW
Unnamed Tributary
at Camp New Life
NEU01
27-20.5-(3)
❑24NE5
WS-IV;NSW,CA
Unnamed Tributary
at Camp Traillee
NEU12
27-61-1-(1)
F26SE9
B;NSW
Unnamed Tributary
at Camp Traillee
NEU12
27-61-1-(2)
F26SE9
C;NSW
Unnamed Tributary
at Eva Hinnant Lake
NEU07
27-86-3-5-1-(2)
I]26SW5
C;NSW
Unnamed Tributary
at Eva Hinnant Lake (Eva
NEU07
27-86-3-5-1-(1)
D26SW5
B;NSW
Hinnant Lake)
Unnamed Tributary
at Hill Forest Camp -
NEU01
27-3-5
C23NW6
WS-III,B;NSW
Unnamed Tributary
near Neuse
NEU02
27-25-3-(1)
D24NE7
B;NSW
Page 19 of 21

SW7 050101 J&H Commercial
Subject: SW7 050101 J&H Commercial
From: Linda Lewis <[e-mail]>
Date: Fri, 29 Jul 2005 13:23:00 -0400
To: John Thomas <[e-mail]>
John:
In regard to the confusion of how to calculate permanent pool (PPV) and forebay
volumes (FBV), the addition of the area at the bottom of the shelf makes the
difference.
One thing T wanted to run by you is that the target FBV is 18%-22% of the PPV. Once
you have determined the target volume, you place the forebay berm in the pond, and
calcuate the FBV provided (that volume reported on the supplement) by using the
surface areas at the bottom, shelf and PP that are now created by the addition of
the berm.
Based on the measurements provided on the plans, the FBV provided is 2,579 cubic
feet.
Linda
1 of] 7/29/2005 1:23 PM

Ede: SW7 050101 J & H Commercial
4
Subject: Re: SW7 050101 J & H Commercial
From: [e-mail]
Date: Wed, 29 Jun 2005 16:17:11 EDT
To: [e-mail]
Linda,
We have checked our calcs regarding your email for the referenced and find that they are correct. I have
attached a pdf file with a drawing and table which should help clarify the numbers. The original drawings
do show,the forebay bottom @ 50 sf, however, the 99 sf ignores the divider wall between the forebay
and the main pond. If you have any questions, please give me a call.
Later,
John Thomas
Thomas Engineering, PA
252-637-2727
In a message dated 6/1/2005 11:27:34 A.M. Eastern Standard Time, [e-mail] writes:
John:
I reviewed the numbers in the table on sheet 2 of 3 and am having
trouble making them add up. I cannot duplicate either the 99 square foot
bottom surface area or the 2,933 cubic foot volume provided in the
forebay or the total permanent pool volume of 14,580 cubic feet.
The total permanent pool volume (for purposes of calculating the
required forebay volume) is calculated simply by assuming that the
forebay wall does not exist. The bottom surface area is then 86x10 or
860 square feet. Adding this to the permanent pool surface area of
7,020, and averaging, then multiplying by the permanent pool depth
yields 19,700 cubic feet. The numbers reported in the table do not
support the 14,580 reported on the supplement.
The table lists the bottom area of the forebay (elev. 41.5) as 99 square
feet, however, upon scaling the box outlined on the plans at the bottom
of the forebay, this area is only 50 square feet.
The table lists the forebay volume as 2,933 cubic feet, but if you add
((50+1728)12) x 5' = 4,445 cubic feet provided volume. Even using the
incorrect 99 square feet, the volume comes up as 4,568 square feet. The
numbers reported in the table do not support the 2,933 reported on the
supplement.
The 4,445 cf volume is a little over the 18%-22% maximum range. The
options are to move the forebay wall in a little to decrease the amount
of volume, or you can shallow up the forebay so that it is only 4' or
4.5' deep. Depending on which option you choose, the side slopes in the
forebay, below permanent pool, can be steeper than 3:1, unless the soils
cannot withstand it.
Please remember to make any necessary changes to the supplement and the
plan details as a result of these revisions.
1 of 2 6/29/2005 4:31 PM

c
FORE BAY MAIN POND
STORMWATER
POND VOLUME
TABLE
AREA TABLE
ELEV.
DESCRIPTION
FORE BAY
MAIN POND
TOTALS
FORE BAY
MAIN POND
TOTALS
48.00
TEMP. POOL
2299 SF
6458 SF
8757 SF
A
3020 CF
8812 CF
11833 CF
46.50
PERM. POOL
1728 SF
5292 SF
7020 SF
B
1238 CF
4142 CF
5380 CF
45.50
SHELF
748 SF
2992 SF
3740 SF
C
1696 CF
7505 CF
9200 CF
1
41.50
BOTTOM
99 SF
761 SF
860 SF
I U I Al-5 I �)y54 OF I 1U4�Dy Ul- 2b41 .5 i t {
FOREBAY VOLUME _ B+C=1238+1692 = 2933 CF X 100 = 20A 2% (OK)
TOTAL VOLUME B+C=5380+9200 = 14580 CF

SW7 050101 J & H Commercial
Subject: SW7 050101 J & H Commercial
From: Linda Lewis <[e-mail]>
Date: Wed, 01 Jun 2005 11:27:1 G -0400
To: John Thomas <[e-mail]>
John:
I reviewed the numbers in the table on sheet 2 of 3 and am having trouble making
them add up. I cannot duplicate either the 99 square foot bottom surface area or
the 2,933 cubic foot volume provided in the forebay or the total permanent pool
volume of 14,580 cubic feet.
The total permanent pool volume (for purposes of calculating the required forebay
volume) is calculated simply by assuming that the forebay wall does not exist. The
bottom surface area is then 86x10 or 860 square feet. Adding this to the permanent
pool surface area of 7,020, and averaging, then multiplying by the permanent pool
depth yields 19,700 cubic feet. The numbers reported in the table do not support
the 14,580 reported on the supplement.
The table lists the bottom area of the forebay (elev. 41.5) as 99 square feet,
however, upon scaling the box outlined on the plans at the bottom of the forebay,
this area is only 50 square feet.
The table lists the forebay volume as 2,933 cubic feet, but if you add
((50+1728)/2) x 5' = 4,445 cubic feet provided volume. Even using the incorrect 99
square feet, the volume comes up as 4,568 square feet. The numbers reported in the
table do not support the 2,933 reported on the supplement.
The 4,445 cf volume is a little over the 18W-22W maximum range. The options are to
move the forebay wall in a little to decrease the amount of volume, or you can
shallow up the forebay so that it is only 4' or 4.5' deep. Depending on which
option you choose, the side slopes in the forebay, below permanent pool, can be
steeper than 3:1, unless the soils cannot withstand it.
Please remember to make any necessary changes to the supplement and the plan
details as a result of these revisions.
Linda
1 of 1 6/l/2005 1 1:47 AM

�OF wATF9p Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
co North Carolina Department of Environment and Natural Resources
C3 Alan W. Klimek, P.E. Director
Division of Water Quality
May 31, 2005
Mr. Michael D. Hawkins, Member/Manager
J & H Investments of New Bern, LLC
PO Box 15069
New Bern, NC 28561
Subject: Request for Additional Information
Stormwater Project No. SW7 050101
J & H Commercial
Craven County -
Dear Mr. Hawkins:
The Wilmington Regional Office received previously requested information regarding the
Stormwater Management Permit Application for J & H Commercial on March 22, 2005. A
preliminary review of the information submitted has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. The revised calculations do not address or provide the previously requested table of
elevations, areas and volumes in the pond and forebay, beginning at the bottom,
and going up to the temporary pool elevation. This table is necessary to support the
temporary pool, permanent pool and forebay volumes reported on the supplement.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be submitted to the Wilmington Regional Office at the
address at the bottom of page 1 of this letter, prior to June 30, 2005, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required
items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
To avoid confusion, please reference the State assigned project number on all correspond-
dence. Any original documents that need to be revised have been sent to the engineer or
agent. All original documents must be returned or new originals must be provided. Copies are
not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone].
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

Mr. Hawkins
May 31, 2005
Stormwater Application No. SW7 050101
Sincerely,
1
Linda Lewis
Environmental Engineer
ENBIarl: S:IWQSISTORMWATERIADDINFO120051SW7050101.may05
CC" John Thomas, P.E., Thomas Engineering
Linda Lewis
Page 2 of 2

[Fwd: SW7 050101 J & 11 Commercial]
Subject: [Fwd: SW7 050101 J & H Commercial]
From: Linda Lewis <[e-mail]>
Date: Tue, 31 May 2005 11:46:44 -0400
To: John Thomas <[e-mail]>
John
Sorry- It helps if I actually attach the document.
Linda
...... ............. ........... ...
Subject: SW7 050101 J & H Commercial
From: Linda Lewis <[e-mail]>
Date: Tue, 31 May 2005 11:45:24 -0400
To: John Thomas <[e-mail]>
John:
Attached, please find my request for additional information regarding the
resubmitted information for this project. Please be sure to seal the revised
calculations.
Linda
Content -Type: appl ic ation/m sword
sw70501 01.may05.doc Content -Encoding: base64
Content -Type message/rfc822
SW7 0501013 & H Commercial)
Content -Encoding: 7bit
I of 1 5/31 /2005 1:05 PM

SW7 050101 J & H Commercial
Subject: SW7 050101 J & H Commercial
From: Linda Lewis <[e-mail]>
Date: Tue, 31 May 2005 11:45:24 -0400
To: John Thomas <[e-mail]>
John:
Attached, please find my request for additional information regarding the
resubmitted information for this project. Please be sure to seal the revised
calculations.
Linda
1 of 1 5/31/2005 1:05 PM

Thorpe, Roger
From: Earl Jones <[e-mail]>
Sent: Tuesday, May 28, 2019 3:54 PM
To: Thorpe, Roger
Subject: RE: [External] J & H Investments
777 . . External email. Do not click links or open attachments un-le,
[e-mail]
Mr. Thorpe,
you .verify; 5end:alhsuspicious-email as an attachment to
The renewal application was sent to John Thomas our engineer. In the process, I was notified by NCDOT that our
property would be a complete taking in the James City US Hwy 70 project. This is a design -build process with acquisition
starting summer of 2019 and construction by summer of 2020. John stopped working on renewal when we were
contacted by NCDOT.
R. Earl Jones,MAI,SRA
Realty Services of Eastern Carolina,lnc
PO Box 15069
New Bern,NC 28561-5069
Ph 252 633 6484 x-226
Fax [phone]
From: Thorpe, Roger[mailto:[e-mail]]
Sent: Tuesday, May 28, 2019 2:47 PM
To: Earl Jones <[e-mail]>
Subject: FW: [External] J & H Investments
Mr. Jones
We have not received a stormwater renewal application. Can you tell me the status?
Thanks
Roger
From: Thorpe, Roger
Sent: Monday, January 07, 2019 8:54 AM
To: Earl Jones<[e-mail]>
Subject: RE: [External] J & H Investments
Mr. Jones
Attached is a copy of the renewal application. Please let me know if you have any questions.
Roger
From: Earl Jones <earl.jones( @realtyservicesec.com>
Sent: Friday, January 04, 2019 3:24 PM
To: Thorpe, Roger <ro er.thor e ncdenr. ov>
Subject: [External] J & H Investments
1

External email. Do not click links or open attachments unless you verified. Send all suspicious email as an attachment to
[e-mail]
Roger,
0"
Received letter about storm water renewal. Can you please send the renewal application. This is the first I have seen
about the renewal.
Thanks
R. Earl Jones,MAI,SRA
Realty Services of Eastern Carolina,inc
PO Box 15069
New Bern,NC 28561-5069
Ph 252 633 6484 x-226
Fax [phone]

Thorpe, Roger
From: Thorpe, Roger
Sent: Tuesday, May 28, 2019 2:47 PM
To: Earl Jones
Subject: FW: [External] J & H Investments
Attachments: SSW- Permit- Renewal-Application-Form-20180517_FINAL (1).docx
Mr. Jones
We have not received a stormwater renewal application. Can you tell me the status?
Thanks
Roger
From: Thorpe, Roger
Sent: Monday, January 07, 2019 8:54 AM
To: Earl Jones <[e-mail]>
Subject: RE: [External] J & H Investments
Mr. Jones
Attached is a copy of the renewal application. Please let me know if you have any questions.
Roger
From: Earl Jones <earl.][e-mail]>
Sent: Friday, January 04, 2019 3:24 PM
To: Thorpe, Roger <[e-mail]>
Subject: [External] J & H Investments
Roger,
Received letter about storm water renewal. Can you please send the renewal application. This is the first I have seen
about the renewal.
Thanks
R. Earl Jones,MAI,SRA
Realty Services of Eastern Carolina,lnc
PO Box 15069
New Bern,NC 28561-5069
Ph 252 633 6484 x-226
Fax [phone]
1

P. 1
` COMMUNICATION RESULT REPORT ( MAR.29.2885 18:25AM )
TTI NCBENR WIRO
FILE MODE OPTION - ADDRESS (GROUP)
------------------- UL - PAGE
---------------------- ----------------------------- -
803 MEMORY TX 912529469215 - ---UK--------P. 11/11
---------------------------------------------
REASON FOR ERROR ----------- --------------
E-1) HANG UP OR LINE FAIL E-2) BUSY - --------- E3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural -Resources.
Wilmfngkon Regional Office
[phone]
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX - COVER SHEET
Date, # pages (excluding cover)
To: I From: Linda LeAAji 5
CO: wC Division. - - FAX #: Z5'L- 4(p FAX#: [phone] -.
REMARKS:
127 Cardinai Drive Extension, WilMingtun, N.C. 28405-1845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Empinycr

State of North Carolina
Department of Environment and Natural Resources.
Wilmington Regional Office
[phone]
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: -3-2q-o5
To: Al /-bJ 5& _
CO: vioKo
FAX #: Z5Z-94Co " 2[ S
REMARKS:
# pages (excluding cover) 0 1 V
From: Lind q Lewis
Division: -
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

�pF W AT, Michael F. Easley, Governor
p G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
to Alan W. Klimek, P.E. Director
Division of Water Quality
February 22, 2005
Mr. Michael D. Hawkins, Member/Manager
J & H Investments of New Bern, LLC
PO Box 15069
New Bern, NC 28561
Subject: Request for Additional Information
Stormwater Project No. SW7 050101
J & H Commercial
Craven County
Dear Mr. Hawkins:
The Washington Regional Office received a Stormwater Management Permit Application for J
& H Commercial on January 6, 2005. Due to personnel and program changes in the
Washington Regional Office, the Wilmington Regional Office is conducting the review.
"Please respond to the Wilmington Regional Office at the address listed at the bottom
of this letter." A preliminary review of the information submitted has' determined that the
application is not complete. The following information is needed to continue the stormwater
review:
1. Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist. Only a person with knowledge of wetlands may make
this determination.
2. Please specify the pond side slope vegetation and the wetland species to be
planted on the 6:1 shelf. Please note that Weeping Love Grass is not
recommended for use in North Carolina as a permanent ground cover, so do not
specify this grass for the pond.
4. Please provide a 3:1 L:W flow path ratio in the pond. The average width is 54
feet, therefore, the minimum length is 161 feet. Only 67 feet has been provided.
5. Please provide a minimum vegetated shelf width of 10 feet, per the BMP Manual.
6. Please add an additional longitudinal section view of the vegetated filter, add the
required flow spreader mechanism, specify the required minimum 30' length, and
the inverts to support a slope of no more than 5%.
7. Please provide a table of elevations, areas and volumes in the pond and forebay,
beginning at the bottom, going up to the temporary pool elevation. This will help
support your conclusions that sufficient volume has been provided at the design
pool elevation, that the permanent pool volume is 8,500 cubic feet, and that the
provided forebay volume is 1,500 cubic feet.
8. The forebay volume is slightly below the 18%-22% range. Please provide
additional forebay volume to comfortably meet at least 18%.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Intemet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
Nne
orthCarolina
JUatimally

Mr. Hawkins
February 22, 2005
Stormwater Application No. SW7 050101
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to March 22,
2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATERIADDINFO120051SW7050101.feb05
cc: John Thomas, P.E., Thomas Engineering
Linda Lewis
Page 2 of 2

Mr. Hawkins
February 22, 2005
Stormwater Application No. SW7 050101
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to March 22,
2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:1WQSlSTORMWATERIADDINF0120051SW7050101.feb05
cc: John Thomas, P.E., Thomas Engineering
Linda Lewis
Page 2 of 2

Thomas Engineering, PA
403-C Airport Road
P. O. Box 1309, New Bern, NC 28563
252,637.2727 fax:[phone]
email: [e-mail]
To: Stormwater Management Section
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 22405-3845
Attn: Linda Lewis
Re: Revised Stormwater Plan
Stormwater Project No. SW7 050101
J & H Commercial
Craven County
2004-029
Dear Linda,
March 21, 2005
RECEIVED
MAR 2 2 ?005
BY:
Please find enclosed two copies of the Revised Stormwater Management Plan Submittal
for the referenced project for your approval per your comment letter dated February 22,
2005. Enclosed items include a new original Stormwater Management Permit
Application Form and one copy, a new original Wet Detention Basin Supplement and one
copy, and two copies each of the Revised Stormwater Report and Plans.
Your comments are listed below with our response in bold letters following each
comment:
Please either delineate all wetlands on site, disturbed or undisturbed, or
note on the plans that none exist. Only a person with knowledge of
wetlands may make this determination.
• A note has been added to the plans.
2. Please specify the pond side slope vegetation and the wetland species to
be planted on the 6:1 shelf. Please note that Weeping Love Grass is not
recommended for use in North Carolina as a permanent ground cover, -so
do not specify this grass for the pond.
• A ground cover for the pond side slopes has been indicated on the
plan as well as a wetland species ground cover specified for the
vegetative shelf.
4. Please provide a 3:1 L: W flow path ratio in the pond. The average width is
54 feet, therefore, the minimum length is 161 feet. Only 67 feet has been
CADocurnents and SettingsltclMy Doc umentsljohngtTrojectsV & I l Commercial 2004-0291GeneraI\SWM2.doc

provided
• 1 have provided close to a 3:1 flow path based on the required
surface area of the pond. As you can see the provided surface area
of the pond is somewhat greater than required due to the
vegetative shelf requirement. I still take issue with the 3:1
requirement whereas the Washington Regional office has
approved ponds with considerably less ratios, some close to 1:1.
As a matter fact, there is one that has just been constructed across
the street from my office designed by another Engineer that is
slightly more than IA and the vegetative shelf is at 6 ft.
5. Please provide a minimum vegetated shelf width of 10 feet, per the BMP
Manual.
• The vegetative shelf width has been changed from 6 ft to 10 ft. I
still take issue with the 10 width for the vegetative shelf,
particularly on small ponds. As 1 stated in an earlier email sent to
you, the Washington Regional office has been approving between
3ft and 6 ft widths.
6. Please add an additional longitudinal section view of the vegetated filter,
add the requiredflow spreader mechanism, specify the required minimum
30' length, and the inverts to support a slope of no more than 5%.
The vegetative filter has been eliminated
Please provide a table of elevations, areas and volumes in the pond and
forebay, beginning at the bottom, going up to the temporary pool
elevation. This will help support your conclusions that sufficient volume
has been provided at the design pool elevation, that the permanent pool
volume is 8,500 cubicfeet, and that the provided forebay volume is 1,500
cubic feet.
• A table of elevations, areas, and volumes have been added to the
plans.
8. The forebay volume is slightly below the 18%-22% range. Please provide
additional forebay volume to comfortably meet at least 18%.
The forebay volume is now approximately 20% of the total volume
which is reflected on the plans and in the Revised Engineering
Report.
Concerning the issues that I have raised pertaining to design criteria, it's not that I
disagree with your requirements, but it would have been nice to have had a two minute
warning prior to a change in policy, particularly after a precedence had been set within
the Washington Regional Office. In my opinion, their approach was acceptable and
within the frame work of the rules. It is my understanding that the Stormwater Best
Management Practices Manual is a guideline, not a rule, and variances from the design
criteria contained therein should be considered. I respect your position on this and will
endeavor to design our projects to your requirements if I know they are headed your way
for review.
I want to thank you for the emails. I wished everyone used them. If you should have any
questions or comments, please do not hesitate to call.
C:lt)ocuments and SettingsVeWy Documentsljohngt\Projectsll & II Commercial 2004-0291General\SWM2.doc

Sin
qDn G. Thomas, P.E.
End
Cc: J & H Investments of New Beni, LLC
C NDocuments and SettingslteWy DocumentsljohngtlProjectsV & H Commercial 2004-0291GenerallSWM2.doc

N
OFFICE USE ONLY
Date Received i Fee Paid I Permit Number
SWACY- V6/05'
State of North Carolina !� , e�Department of Environment and Natural Resources ORIGI.
Division of Water Quality
t �STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1)WQ-WARD
I. GENERAL INFORMATION U O �
1, Applicants name (specify the name of the
corporation, individual, etc. who owns the dect):
rs Vpoi��nQ
Voi2
2.
3. Mailing Add c:— ;:,. p, ,-ion listed in item 2 above:
E-01 864 15-01g;9 _
City: XI Q--t -9 e/.. / _ State: Jai �— Zip: Z �� 6 l
Telephone Number: ( ZSC� Z ) ") / — j �d
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
2 ~4 '� C.t $ -67 v to ..�
City: County:�C
6. Directions to project (from nearest major intersection):
LJe— ICJ
7. Latitude: T'^ o 0 Longitude: G I 23 W of project
8. Contact
�person who can answe uestions about the project:
Name: a L, G.
Telephone Number: ZS
.s—Yr»0 (�; -:1-7- ")q4 C cta(. Cow
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ✓ New Renewal Modification
Form SWU-101 Version 3.99 Page l of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (checkk an ):
Low Density ✓E-iigh Density Redevelop General Permit Other
4. Additional Project Requireme is (check applicable blanks):
_CAMA Major ✓sedimentation/Erosion Control �404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
2. Stormwater runoff from this project drains to the 4P - River basin.
3. Total Project Area: i , 9110 acres 4, Project Built Upon Area:_6 a
5. How many drainage areas does the project have?
6. 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.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
N Q... S
Receiving Stream Class
Drainage Area
�, `} �O 4 Cr
Existing Impervious' Area
b
Proposed Impervious+Area
1, Z S 3 05
% lmperviouso Area (total)
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
Z ep
On -site Streets
On -site Parking
315, C, 7—
On-site Sidewalks
Z �G S
Other on -site
—G
Off -site
C, --
Total: &05t
Total:
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 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?
/T-
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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 must be provided as an attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater managc,,n_-;;t perrrit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative -Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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 Regional Office.
Please indicate that you have provided the following required information by initial
next to each item,
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- 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 stormwater 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)
VII. 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.
Designated agent (individual or
firm): ,Jv k t'�' ("- M
Mailing Address: �• G . +7 o X l 0
CitState: Zip:
Phone: ( Z 9-2- ). G '7 Z '� Z '� _ Fax:
SL". ( , o..,.,.¢ s 4- e Ct (. C.o �--.
VIII. APPLICANT'S CERTIFICATION ( r
I, (print or type name of person listed in General Information, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
.n„ t' PI JI
Signa
Date:_�-
Form S WU- 10l Version 3.99 Page 4 of 4

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
Corporations
•Corporations Home
*Important Notice
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Contact Us
•Corporations Division
•Secrets of State's web site
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 2/22/2005
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I File an Annual Report
Corporation Names
Name Name Type
NC ] & H Investments of Legal
New Bern, LLC
Limited Liability Company Information
SOSI D:
0630022
FID:
043658636
Status:
Current -Active
Date Formed:
5/3/2002
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address
Henderson, Baxter, Taylor & Gatchel, P.A.
607 Broad Street
New Bern NC 28560
PO Drawer U
New Bern NC 28560
2313 Grace Avenue
New Bern NC 28561
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pltemld=5463454 2/22/2005

SOSID: 630022
Date Filed: 5/312002 2:29 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
n n Department of The Secretary of St,
2 2 1 3 7 u 3 1 LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Pursuant to Section 5702-20 of the General Statutes of North Carolina, the
undersigned does hereby submit these Articles of Organization for the purpose of forming
a limited liability company.
1. The name of the limited liability company is: J & H INVESTMENTS OF NEW BERN, LLC
2. The period of duration of the company is perpetual.
3. The name and address of each organizer executing these Articles of organization
is as follows:
B. Hunt Baxter, Jr.
Post Office Drawer U
New Bern, North Carolina 28560
Craven County
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 607 Broad Street
City, State, Zip Code: New Bern, North Carolina 28560
County: Craven
5. The mailing address if different from the street address of the initial registered
office is:
Post Office Drawer U
New Bern, North Carolina 28563
Craven County
6. The name of the initial registered agent is:
B. Hunt Baxter, Jr.
7. Check one of the following:
X (i) Member -managed LLC: All of the members by virtue of their status as
members shall be managers of this limited liability company.
(il) Manager -managed LLC: Except as provided by N.C.G.S. Section 57C-3-
20(a), the members of this limited liability company shall not be managers by virtue
of their status as members.

8. Any other provisions which the limited liability company elects to include are
attached.
9. These articles will be effective upon filing, unless a date and/or time is specified:
This the day of I ! +C 2002,
B. UN BAXTER, ., ORGANIZER
NORTH CAROLINA
CRAVEN COUNTY
I, TRACY C. MILLER, a Notary Public in and for the State and County above, do hereby
certify that B. HUNT BAXTER, JR., ORGANIZER, personally appeared before me this day and
acknowledged the due execution of the foregoing document.
WITNESS my hand and notarial seal, this the / day of !� , 2002.
NnTARY G! jtWir
My Commission Expires: 03/07/2006

="tea LIMITED LIABILITY COMPANY (LLC)
- ANNUAL REPORT
6
NAME OF LIMITED UABILfTY COMPANY (LLC): J 8, H Investments of New Bem. LLC
STATE OF REGISTRATION: NC
SOSI D: 0630022
Date Filed: 5/6/2003 4:59:04) PM
Elaine F. Marshall
North Carolina Secretary of State
2003 080 00322
FISCAL YEAR ENDING: 1213112002
MONTHIDAYIYEAR
SECRETARY OF STATE L.L.C. ID 0630022 FEDERAL EMPLOYER ID NUMBER: f% y— ,3 6.564 j b
If this is the first annual report filing,YOU MUST COMPLETE THE ENTIRE FORM. If your ❑
LLC's information has not changed since the previous report, please check the box
and complete line 7.
t. REGISTERED AGENT & REGISTERED OFFICE STREET ADDRESS -INCLUDE COUNTY: Must be a North Carolina address!
Baxter Jr., B. Hunt Name HENDERSON, BAXTER, TAYLOR & GATCHEL, P.A.
cc'! Sn3ad Etr--C` 6G7 Broad Sheet
New Bern, NC 28560 Street
28560
County: Craven City NEW n NC, zip County. Craven
2- REGISTERED OFFICE MAILING ADDRESS IF DIFFERENT FROM THE STREET ADDRESS:
PO Drawer U Street Post Office Drawer lI
New Bern, NC 28560
City New -Bern NC, Zip 2&%3
3. IF THE REGISTERED AGENT CHANGED, THE NEW AGENT MUST SIGN:
• pN TITl1TE5CON5ENTTOTHFAPPOINTMENT
4. ENTE}2 PRINGPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE
Street A 31j G'kfic a /t1T PN(4
City /Ile kJ eeA j 1 state Ale ,zip Z fah P
Telephone Number, including area code ;.5.L 413 — t .j e q y
5. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
J /LoD e & a rnlnl k0l
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S)'MEMBER(S) OR IF THE LLC HAS NEVER MAO MEMBERS, ITS
ORGANIZERS: (ATTACH ADDITIONAL PAGES IF NECESSARY)
NAME- Michael D. HavAi ns, ftberftnager BUSINESS ADDRESS- PO Box 15069
New Bern, NC 28561
NAME- R. Earl Jones, Mmber/Manager BUSINESS ADDRESS. PO Box -15069
New Bern, NC 28561
NAME- BUSINESS ADDRESS-
7. CERTIF T1ON OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES.
/I �"� — 3 —,/ ke —1) J
FORM MUST BBE,SI ED B'Y1A MANAGERNEMBIER DATE
k"" %}/` �- Gry �'r MANAGERMEMBER
TYPE OR PRINT NAME TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division Post Office Box 29525 - Raleigh, NC 27626-0525

LIMITED LIABILITY COMPANY (LLC)
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
C 200411000783 S OS I D: 0630022
Date Filed: 4/19/2004 11:48:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200411000783
J & H INVESTMENTS OF NEW.BERN, LLC
STATE OF ORGANIZATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER:0 6 3 0 0 2 2 FISCAL YEAR ENDING: 12 / 3110 3
MONTH/DAYMAR
FEDERAL EMPLOYER ID NUMBER: 0 4 3 6 5 B 6 3 6
IF THIS IS THE INITIAL ANNUAL REPORT FILING, PLEASE COMPLETE THE ENTIRE FORM. IF YOUR
LLC'S INFORMATION HAS NOT CHANGED SINCE THE PREVIOUS REPORT, PLEASE CHECK THE BOX
AND COMPLETE LINE B ONLY.
1. REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS:
2, STREET ADDRESS AND COUNTY OF REGISTERED OFFICE:
3, IF THE REGISTERED AGENT CHANGED, SIGNATURE OF THE NEW AGENT-
4, ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS -
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PLEASE INCLUDE AREA CODE
6. ENTER NAME, TITLE, AND BUSINESS ADDRESS OF MANAGER(S) HERE:
7, BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
8. CERTIFICA ON OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
y ,-4 'r�
FORM MUST BE SIGNED BY A MANAGER OF THE L.L.C.
DATE
7J64Ne.0 MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO'. Secretary of State • Corporations Dlvlslon + Post Office Box 29525 0 Raleigh, NC 27626-0525
3613231
72.03-03

' Mr. Hawkins
February 22, 2005
Stormwater Application No. SW7 050101
February 22, 2005
Mr. Michael D. Hawkins, Member/Manager
J & H Investments of New Bern, LLC
PO Box 15069
New Bern, NC 28561
Subject: Request for Additional Information
Stormwater Project No. SW7 050101
J & H Commercial
Craven County
Dear Mr. Hawkins:
The Washington Regional Office received a Stormwater Management Permit
Application for J & H Commercial on January 6, 2005. Due to personnel and program
changes in the Washington Regional Office, the Wilmington Regional Office is
conducting the review. "Please respond to the Wilmington Regional Office at the
address listed at the bottom of this letter." A preliminary review of the information
submitted has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please either delineate all wetlands on site, disturbed or undisturbed, or
note on the plans that none exist. Only a person with knowledge of
wetlands may make this determination.
✓ 2. Please specify the pond side slope vegetation and the wetland species to
be planted on the 6:1 shelf. Please note that Weeping Love Grass is not
recommended for use in North Carolina as a permanent ground cover, so
do not specify this grass for the pond.
pL 4. Please provide a 3:1 L:W flow path ratio in the pond. The average width is
54 feet, therefore, the minimum length is 161 feet. Only 67 feet has been
provided.
✓ 5. Please provide a minimum vegetated shelf width of 10 feet, per the BMP
Manual.
6. Please add an additional longitudinal section view of the vegetated filter,
add the required flow spreader mechanism, specify the required minimum
30' length, and the inverts to support a slope of no more than 5%.
7. Please provide a table of elevations, areas and volumes in the pond and
forebay, beginning at the bottom, going up to the temporary pool
elevation. This will help support your conclusions that sufficient volume
has been provided at the design pool elevation, that the permanent pool
volume is 8,500 cubic feet, and that the provided forebay volume is 1,500
cubic feet.
V 8. The forebay volume is slightly below the 18%-22% range. Please provide
additional forebay volume to comfortably meet at least 18%.
Page 1 of 2

' Mr. Hawkins
February 22, 2005
Stormwater Application No. SW7 050101
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to March 22,
2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATERIADDINFO120051SW7050101.feb05
cc: John Thomas, P.E., Thomas Engineering
Linda Lewis
Page 2 of 2

Thomas Engineering, PA
403-C Airport Road
P. O. Box 1309, New Bern, NC 28563
252,637.2727 fax:[phone]
email: [e-mail]
To: Stormwater Management Section
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Bill Moore
Re: Stormwater Plan
J & H Commercial
Craven County
2004-029
Dear Bill,
January 4, 2005
Please find enclosed the Stormwater Management Plan Submittal for the
referenced project for your approval. Enclosed items include the original Stormwater
Management Permit Application Form and one copy, two copies of the Wet Detention
Basin Supplement, and two copies each of the Stormwater Report and Plans. Also
attached is check # 4991 in the amount of S 420.00,
If you should have any questions or comments please do not hesitate to call.
Sinc
John G. Thomas, P.E.
Encl
Cc: J & H Investments of New Bern, LLC
CADocuments and SettingsUohn\My DocumcntsTrojects12004-029 J & I I CommerciallGenerakSWM l.doc