SW8960510_HISTORICAL FILE_20010209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWf?(q/7Sl�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Dave Smith Fax: t1 (91 D)793-34D4
ti
To: Linda Lewis Fax: 350_2004 Page 1 of 2 Friday,
PM
FAX
To: Linda Lewis
Phone
Fax Phone [phone]-
o �
Date: Friday, February 09, 2001:=
Pages including cover sheet: 2
From:
Dave Smith
Compaq
5439 Eagles Nest Drive
Wilmington
N.C. 28409
Phone
[phone]
Fax Phone
1 [phone]
Ms. Lewis:
Re your letter and our phone coversations.
Dave Smith

To: Linda Lewis Fax: [phone]
Page 2 of 2 Friday, February 09. 2001 4:02 PM
From: Dave Smith Fax: [phone]
i
�J
FAX
February 9, 2001
AMERICAN LEGION POST NO. 1 D
PO. Box 3094
WILMINGTON, NC 28406
910.799-3806
Ms. Linda Lewis
Environmental Engineer
State of North Carolina
Department of Environment & Natural Resources
Wilmington, N. C.
Dear Ms. Lewis;
This will confirm our telephone conversation today regarding your request for
Designer's Certification for Stormwater Project Na SW8 960510
V'4r'e have contacted Mr. Gregg Taylor, Taylor Construction (the general contractor
for our new building, etr—), sm well as her. Honeycutt, of Honeycutt Engineering (a
sub -contractor for our site work, etc.).
Both of these gentlemen have assured us that they are taking steps towArd making
this Certification available to you in the near future and they indicated they had
contacted you in this regard. y
Yours very truly,
David L. Smith, Trustee

�Jan, 9 01 03:27p Jim Honeycutt
FAX
TO: Linda Levers
Phone [phone]
Fax Phone [phone]
RE. American Legion
# SW8 960510
(9101350-0631 p.1
Date 1/29/01
INumber of pages including corer sheet 2
FROM: Wendy Richardson
Honeycutt Engineering.
610 Hidden Valley Rd..
Wilmington, NC 26409
Phone [phone]
Fax Phone [phone]

JanV29 01 03:27p Jim Honeycutt [phone] p.2
HONEYCUTT ENGINEERING CO.
CONSULTING ENGINEERS
610 HIDDEN VALLEY ROAD
WILMINGTON, NC 28409
910-350-0631
January 25, 2001
State of North Carolina
Department of Environment
and Natural Resources
Division of Environmental Management
Water Quality Section
ATTN: Linda Lewis
Re: Stormwater Project No. SW8 960510
American Legion Post 10
New Hanover County
Dear Linda:
I am writing you this letter to give you the current status on this project. The Designer's
Certification will be sent to you as soon as some minor work is done to the above
mentioned project_ We are supposed to meet with the contractor on this job today. We
will notify you as soon as we get an idea of how long this work will take.
If you have any questions regarding this project, please give us a call.
Sincerely,
4.� .P�
James R. Honeycutt, Jr. P.E.
cc: Dave Smith
r

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
,James 11. Hunt, ,Jr., Governor
Bill Holman, Secretary
Division of Water Quality
December 12, 2000
Mr, James McDonald, First Vice -Commander
American -Legion Post 10
2010 N. Kerr Avenue
Wlllllington. NC 28409
Subject: REQUEST FOR DESIGNER'S CERTIFICATION
American Legion Post 10
Stormwater Proiect No. SM 960510
New Hanover County
Dcar Mr. McDonald:
On November 19, 1999, you indicated that the Division's request for a Designer's Certification for this
proiect would be fulfilled as soon as the as -built survey was completed. As of this date, the Designer's Certification
still has not been received. A Notice of Violation will be issued if the requested Certification is not received by
January 12, 2001.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
1:SSlarl: S:IWQSISTORMWATIPF,REQ196051O.DEC
cc: Linda Lewis
.fills Honeycutt, P.E.
127 Cardinal Dr. Ext., Wilinington, Nurth Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%. recycled/10,, post-consunier paper

4OV-19-99 08:51A HONEYCUTT ENGINEERING CO. 910 350-0631 P.01
IFAX
IDSte 71119199
Number of penes including cover sheet 1 y
TO: Linda Lewis
NCDENR
Phone [phone]
Fax Phone. 9 i 0 350-2004
14E: American Legion Post 10
5tormwater No. 9fi0510
FROM:. Wendy Richardson
Honeycutt Engineering.
610 Hidden Valley Rd..
Wilmington, NC 28409
Phone [phone]
Fax Phone 9 i 0-350-0531
REAfARKS: ❑ Urgent ® For your review ❑ Reply A SAP [] Please Comment
The above referenced project is being surveyed. We will send the designer's certification to
you as soon as we receive the survey. Thanks.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
October 19, 1999
Mr. James McDonald, First Vice -Commander
American Legion Post 10
2010 N. Kerr Avenue
Wilmington, NC 28409
Subject: REQUEST FOR ENGINEER'S CERTIFICATION
Stormwater Project No. 960510
American Legion Post 10
New Hanover County
Dear Mr. McDonald:
On August 23, 1996, the Division of Water Quality issued a Stormwater Management Permit for American Legion
Post 10, Per the terms and conditions of the permit, and Stormwater Regulation 15A NCAC 2H.10080), which stipulates
the following:
"Upon completion of construction, the designer for the type of Stormwater system installed must certify
that the system was inspected during construction; was constructed in substantial conformity with plans and
specifications approved by the Division and complies with the requirements of this Section prior to issuance
of the certificate of occupancy."
As of this date, our records indicate the required designer's certification has not been received. Operation of the
stormwater system prior to submission of the required certification is a violation of NCAC 2H.10086) in accordance with
NCGS 143-215.6. Construction is considered complete'at the time the project is occupied by an owner or tenant for its
intended use. Please submit the required certification by November 19, 1999. Failure to submit the certification is
considered a violation of the permit, and is subject to enforcement action, per NCGS 143-215.6A.
If you have any questions concerning this matter, please call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIPEREQ1960510.00T
cc: Jim Honeycutt, P.E.
Tony Roberts, New
Linda Lewis
Central Files
Hanover County Inspections
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/101M. post -consumer paper

Prainage Calculations for American Legion Post 10, Pine Grove Dr. , Wilmington, NC
Project 5092
q232500
;�
43560
77058
A rear 43560
A = 5.337 acres ...total site area
A rear = 1.769
A total :- A - A rear A total = 3.568
A paved ;= 5315643560
34315fi 156 A paved = 1.22
617
A side � - A side = 0.014
2/25/96
Revised 4130/96
Revised 6/26/96
Revised 7/29/96
acres - that area in the rear of the site not
TO
draining into pond Eg$
a , ,
.r�l�
acres under consideration
E C E I V E
acres ...paved area AUG 0 ,11996
D E M
acres ...sidewalk area PROJ #i SW 32 o0510
43560
A bldg 10800 t 2.400 q bldg = 0.266 acres ...Total area of buildings and canopies
43560
A misc 540 A misc = 0.012 acres - loading ramp
43560
A imp A paved + A side + A misc A imp = 1.247 Impervious areas exciuding buildings
A other ' A total - A imp - A btdg A other = 2.055
A •- - 23196 acres - area in front of property to be left draining as is (offsite)
offsite 43560
C pro := .20 ...pre -development C C bldg := 0.95
C imp := .95 ...paved area C
A other A imp �A bldg
C imp C pre A total + C imp A total + C Bldg A total
C comp = 0.52 ...composite C (post -development)
L:-900 ft
H := 2'ft
r 3 .385
L
T := �—H
128
...hydraulic length
.height
T c = 6.25 minutes ...time of concentration
,1N CAR
wa` O /F E S sio .�i2s;
2ti y
* 4Q,OSEAL r
.y .t� 952d
e I . v P.
.`
},V

Q FPG
C, �-',.OhGU IC-11 L �5P i2 (01:.PuG"
t i 1 4 7)
q A ;7-
ly !WOOL Al� M? 9CC -3-'C!nf-,!Ud
it ts -,.i
e'j
tz, 1 r, -,1!
ii
Qi
'J
PJ
-i 1!
Ij 1.-.E
C i,G 91 1-�?U;.4 J) "LliP 4GSL "%I t;olf
13 2" C, 0
LG c C,; & G
GPI i -2 ref
!C4
-m r r.

intensity -Duration -Frequency Relationships:
Values of G and H"
R G H
2 171 24
10 252 30
50 338 33
R= Return Period
"Source: Master Drainage Plan for City of Wilmington
T:=Tc
G 10 := 252
H10:=30
Time of duration
110 := , G 1 o 110 = 6.95 inlhr ...10 year storm intensity
(H 10 + T)
G S0 := 338 H 50 := 33
G 50
150 :_ tH 50 1 T)
Compute runoff rates:
150 = 8.611 inlhr ...50 year storm
Q pre C pre' l 10- (A total
Q pre = 4.96 cfs ...pre -development runoff from 10 yr. storm
Q offsite C comp' 110.A offsite
Q offsite = 1.918 cfs - runoff from front part of site
Q 10 := C comp' 110. (A total
Q 10 = 12.85 cfs _..post -development discharge rate from 10 yr. storm
Q allow Q pre - Q offsite
Q allow = 3.044 ...allowable discharge rate from pond
Q pond Q 10 - Q offsite
Q pond = 10.933 cfs - discharge rate to pond
Q 50 C comp' 1 50- (A total ~ A offsite
Q 50 - 13.54 cfs ...post -development discharge rate from 50 yr. storm
Page 2

i Er
L
17 A
.�
•iw
l..I
r
4t
i
cr
E:r..
M
fli
a_^
'rn
'~
r;k
Itk
'
LM
r:.:)
:=
rU
11
r•
x.
T-.
r-
W2
�l
Eft
4_
LLti
Ei
131
Ifi
I
71.
I:a
f
41
LO
Al
C-1
ID
ril
W,
S}1
r
it
:F
I;3
ID
•' 7
I.-.
0I
r
'-
f 1.1
I.
:i-
its
I
lit
,Ill
lJ4
_
' U
--!.
Ij�}
_
1- r
h._
t4
;:r'
�•
rl
•ice}
F-
rY�
;°
--+
I,
Irk
IT:
I_.

Volume of runoff from developed area of site:
P - 4.8 in
Soil type = Baymeade fine sand
CN 63 Curve No.
S := L "00) - 10 S = 5.873
R depth P + .8• S
R depth = 1.384 in
R voi R depth' (A total) '43560• 1 1 22
R vol = 17925 cubic feet ...total runoff volume
T R depth' (A total) 43560 1
p 1.39 Q 12 60
pond
T P = 19.66 ...time to peak flow
...runoff depth
Determine storage volume required for infiltration of first 1-112 inch of runoff:
Ccomp=0.518
V1.5
12 ' `A total }' 43560• C comp
V = 10065 cubic feet
Assume 40' x 84' pond. Solve for depth "d" to provide required storage:
I := 42.4 w := 76 w• I = 3222
d := 1 ...guess value
f(d) := I•w+ (I + 6•d)•(w+ 6-d) d
2
Page 3
...function of d for pond w13:1 side slopes
g(d) := V
d root((f(d) - g(d)),d)
d = 2.407 ft. - depth required to store required volume to meet state requirements
Determine pond size to store remaining volume to meet city requirements.
Assume 40' x 84' pond. Solve for depth "d" to provide required storage:
V inf := 15828 volume of water infiltrated - see routing sheets
V city := R voi - V inf V city = 2097
1 : = 22 w := 30 w- I = 660
d 1 := 1 ...guess value

X t
Cr A
cl
A—r
cu i
c:3
CA, i
it
0
(_
01
ID
xW
C.)
00
(41
11
iY
41
IL
X2
CD
CA
_0
CA
L7
ro
lj�
CT
4.,
Lp
>
in
A
(A.
AD
ti
:�s 4.
er
113
AM

I•w + (I + 6- d 1)- (w + 6• d 1 ) Page 4
f (d 1) 2 d 1 ...function of d for pond w/5:1 side slopes
g (d 1) := V city
d1 root(f(d1)-g(d1),d1)
d 1 = 2.006 ft. - depth required to store required volume
Check drawdown time:
K := 12 inlhr infiltration rate
K 2.778.10-4 cfslsq.ft infiltration rate
time := V time = 15.25 hrs
K. I. w• 3600
Check capacity of emergency spillway to pass 50 year peak flow:
L := 9 ft ...Length of weir
H := 12 ft ...Driving head C w := 3.0 ...Weir coefficient
Q := C w L• H1.5 ...Weir capacity
Q = 14.7 must be => Q 50 = 13.54 O.K.
Check spillway channel with grass as a permanent lining:
Q := Q 50 Q = 13.543 ..flow in channel in cfs
B := 9 ...bottom width of channel (ft)
M 5 ..-side slopes
s 25.4168 2.5 s = 0.017 ...channel slope
n 0.057 ...roughness coeff. for grass lined channels Retardance Class D (cut) based on V x R below
Z req := Q n Z req = 3.943 ...Z required (from R.Malcolm)
1.49.4s
y .567 ...depth of flow (ft.) - vary this number until Zav (below) is approx. equal
to Z.req (above) when n (above) is appropriate for V x R (below)
A : = B - y + M- (y )2 ...Cross -sectional area of flow (sq. ft.) at depth y
P := B + 2•y F,+ M2 ...Wetted perimeter (ft.) at depth y
R := P ...Hydraulic radius (ft.) at depth y

(a
a
tr
ul
q
tv,
Cr
EE
rU
ZZ
CI
Z-,f-
z
d.,
(5
ro
ro
(VI
C:
U2
(D
ILI
(I
w
tp
C73
6-5
(13
CI
r!
(D
(0
-s-t
(Ij
W,
fli
(k,
V)
>
Q-1
r 15
X

2
Z av := A• (R)3 Z av = 3.964 ...Z available
Compute velocity at this depth:
2 1
V 1.49 R3. s2 V = 2.029 fps
n
V. R = 0.921 Using this value, choose n from Figure 8.05c page 8.05.7 and
adjust n above until consistent
From Table 8.05a page 8.05A
V p := 5.0 fps - Permissible Velocity for channels lined with bermudagrass with
slopes 0-5% in easily erodible non -plastic soils
Since V<VD, channel lining O.K.
Design temporary liner for first section of channel:
Page 5
Q 3.03 Q = 3.03 ..max. flow in channel from 10 year storm in cfs(from routing sheets)
B := 9 ...bottom width of channel (ft)
M 5 .._side slopes
s = 0.017
...channel slope
n := 0.065 ...roughness coeff. for straw lined channels
Z r Q n Z req = 1.006 ...Z required (from R.Malcolm)
1.49• 4s
y .269 ...depth of flow (ft.) - vary this number until Zav (below) is approx. equal
to Z.req (above) when n (above) is appropriate
A B- y + M- (y) 2 ...Cross -sectional area of flow (sq.ft.) at depth y
P := B + 2-y Fi+__;M2 ...Wetted perimeter (ft.) at depth y
R P ...Hydraulic radius (ft.) at depth y
2
Z av A- (R) 3 Z av = 1.066 ...Z available
Compute velocity at this depth:
2 1
V _ 1.49 R3. s2 V = 1.153 fps
n

NAME
E 9 A C
.c 3C.r
c s• t,r` . f
tl
- _
TrY+,ii _- .'v
�ne!ai ram- Ii-t,-,f: ev rftr rr
.r �ri.1.J F,: , ., rJ.,.� :.. .<E7
h�•�lc.t'; :-';�F'.� €`ia!1•n g�c��.�• T�'f ['1'.�
t V1:'t G:::7�1 a_`.?�•.=�P11 t-'7'.� ! �jf Y:'� :.1 �7E�111 ask li I:J: :.J :}}UI 'iJ 1..7 LJ:7V v%'J I:.•l:I: i5[7i "' C:•.�` �.1 '-i Fsf
�il[•�-> r'�I.;EGS;!!�-I^!itrfi �E[�.il y'is�!j!',�FIGj _i til n��4-sr r--C[._i -'!� ,
:ivr:r`sf1a to ::otiose AS Wwril `:isiogrusi F#.ip3fev'.Q'
..._..^E3.�..'fi'i..f� f:!'J11;?:t•':3 lr.,_• ri. -;` ..I 1lf:o ..,,JS:...
� _ f
�Iemn ado �?�N W�Vf31JC ?LJ! .•I {'�'_1c1. G�ji�l {!..'f: l��.. ��V}. _� - F�
r'
i_E.� _` �, �• �i (watt) r.�_ .0ii.:i ft_,�,•.. �'�$'."Cu'J .vulll rn tlfli u... �v�, '
t'1 'Y F.J., I J i•J tJ}1}U,i L.E• L,�}.V (.1t) M11!!. `� l �y i f•
' !; ,,�'i7., �'t_'•. , , f' _; L4�Fl1 _ '�'��'7 I���.Ir� ;,G'�.��e �� fi ; --
•i
v v E.ii_1 ivaf`rjj eq beve0w... W
r,
:f rfiq t
s'
VQ ..a �. t E �Tc� a^ 2
4w&J fifiE, dz7 kl;iVi Jr'�'lV4l ii ti,�i •r
n
G q ! Eat. f c: bJ

Check temporary lining using Tractive Force Procedure:
T d := 1.45
...permissible shear stress in lblsq.ft for straw lined channel
Y := 62.4
...unit weight of water, iblcu.ft.
s = 0.017
...channel slope, ft/ft
d := y
...flow depth, ft
T := Y- d- s
...actual shear stress
T=0.29 <
Td=1.45 O.K.
Determine size of swale to carry water to diversion structure:
fall := 1.45. ft
length := 32•ft
fall s:= s=0.045
length
n := 0.030
M =3
Try the following:
B := 0 ft
10
Y _ 12
A:=B.Y+M-Y2
P:=B+2•Y.1tM2
R:=A R=0.395
P
ft ...Triangular swale
A = 2.083
P = 5.27
2 1
Q , = 1.486 . A, R3 . s 2 Q = 11. 831 > Q pond := 10.933 O. K.
n
Check capacity of overflow weir in diversion structure:
L : = 6.33 ft ...Length of weir
H .= 9 ft ...Driving head C w := 3.0 ...Weir coefficient
12
Q := C w' L. H1.5 ...Weir capacity
Q = 12.33 > Q pond := 10.933 O.K.
Check capacity of channel entering diversion structure:
fall := .15-ft
length := 5-ft
fail
s:- s=0.03
length
n 0.015
M:=0
Page 6

co
Cr
cE1
CI)
((j
i
`—
'�
,.)
•.r
ell
Cs
CIS
co
(n
cu
tU
—
�}
"z•1
i' S
��
!y-
��"
tl
•�
``•'1
•Py
r,
0
i]
iY
LT
to
al
:#
..
4
-r�
ill
r
(1}
5�
ire
(ti
IT'
:Pt
1L i
r-
�i
L�
n�
l.:
JE
rf
I
I'
�.I•
�
�
.I
�1
�
�l.r
�
' �i
4F,
In
01
�-
co
'C
CT
t
iil
`:
rtJ
I
`'p
t,�
.. t�j
•1•••
•�
. `}
lei
�1....
{JJ
Em
wY
a-
l.
IS)
CY
i
r•
E2rd
� i
•i••1
'
I. J
rt„
'
r")
•i=

Try the'follaWng:
B := 4 ft y := 2 ft
A B•y+M•y2 A = 2
P:=B+2•y 1+M2 P = 5
R" := A R = 0.4
P
2 1
Q ,_ 1.48fi A•Rs-s2 Q = 18.631 > Q pond := 10.933 O.K.
n
REFER TO ATTACHED SHEETS FOR ROUTING RESULTS
Note: References to chart nos., table nos., and page nos. refer to Erosion and
Sediment Control Planning and Design Manual unless noted otherwise
Page 7

IT
U:
K Clo
n
!Di
71
ro
ILK
C: t
C5
Ql
0 Cj
n-t
0
02
C
1-2

ffdJj
13
1
1
2
3
4
5
6
7
8�
9
10
11
12
CUMUL.
CUMUL.
TIME
INFLOW
STORAGE
STAGE OUTFLOW
ORIFICE
WEIR
RISER/
INFILT. RATE
INFILT.
INFLOW STORAGE
INFLOW
INFILT.
[min]
[cfs]
[cu fI:]
[ft]
Ids)
[cfs]
[cfs]
BARREL
[cfs]
VOL.
VOL.
VOL.
VOL.
0
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
0
0
2
0.28
0
23.00
0.00
0,000
0.00
0.00
0.28
33
33
0
33
33
4
1.08
0
23.00
0.00
0.000
0.00
0.00
0.70
84
129
45
163
117
6
2.33
0
23.00
0.00
0.000
0.00
0.00
0.70
84
279
240
442
201
8
3.89
0
23.00
0.00
0.000
0.00
0.00
0.70
84
467
623
908
285
10
5.61
0
23.00
0.00
0.000
0.00
0.00
0.70
84
674
1213
1582
369
12
7.32
0
23.00
0.00
0.000
0.00
0.00
0.70
84
879
2008
2461
453
14
8.84
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1061
2985
3522
537
16
10.02
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1203
4103
4725
621
18
10.74
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1289
5308
6013
705
20
10.92
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1311
6535
7324
789
22
10.55
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1266
7717
8590
873
24
9.67
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1160
8793
9750
957
26
8.50
0
23.00
0.00
0.000
0.00
0.00
0.70
84
1020
9729
10770
1041
26.8
8.06
0
23.00
0.00
0.000
0.00
0.00
0.70
34
387
10082
11157
1075
28
7.45
0
23.00
0.00
0.000
0.00
0.00
0.70
50
50
10082
11208
1125
30
6.53
810
23.61
1.14
1.136
0.00
0.00
0.70
84
84
10082
11292
1209
32
5.72
1372
23.93
1.56
1.557
0.00
0.00
0.70
84
84
10082
11376
1293
34
5.01
1788
24.15
1.79
1.788
0.00
0.00
0.70
84
84
10082
11460
1377
36
4.39
2090
24.30
1.93
1.933
0.00
0.00
0.70
84
84
10082
11544
1461
38
3.84
2300
24.40
2.03
2.026
0.00
0.00
0.70
84
84
10082
11628
1545
40
3.37
2435
24.46
2.08
2.082
0.013
0.00
0.70
84
84
10082
11712
1629
42
2.95
2505
24.50
2.11
2.110
0.00
0.00
0.70
84
84
10082
11796
1713
44
2.59
2522
24.50
2.12
2.117
0.00
0.00
0.70
84
84
10082
11880
1797
46
2.27
2494
24.49
2.11
2.106
0.00
0.00
0.70
84
84
10082
11964
1881
48
1.98
2429
24.46
2.08
2.080
0.00
0.00
0.70
84
84
10082
12048
1965
50
1.74
2334
24.42
2.04
2.040
0.00
0.00
0.70
84
84
10082
12132
2049
52
1.52
2214
24.36
1.99
1.989
0.00
0.00
0.70
84
84
10082
12216
2133
54
1.33
2074
24.29
1.93
1.926
0.00
0.00
0.70
84
84
10082
12300
2217
56
1.17
1919
24.21
1.85
1.853
0.00
0.00
0.70
84
84
10082
12384
2301
58
1.02
1753
24.13
1.77
1.771
0.00
0.00
0.70
84
84
10082
12468
2385

of
5 �
J L*du 3
J L "JIUJ
Le
f t
111 QH J f A?'-! -1 J! 1
151�'?11111
10090
OEM uo
J@Aca
ANG1015
VVQJIWI
1
301V 'Zial
MUM
[fal
PQ
0
00 0
00
out
moo")
{BUD
0012
0
3
EF
E E.
0
cz:
f '.
8a ")
0"C
100
W 9
up,
co El—
f)
Pll." cl,
-K
1i I I
1::) i
� .1,
r18
0
DIU
ZT0
000 i
00'0
C I ."Is
11)
so I*
r41)
05 1:;
00 0
!Jl it
000
00
0
E�.
15
IV
_11.0
I. 0
00.0
C
Ile,
01;
00 0
11.0
GO E
1)
r
Edo
WN-1,
80D'
Q T :t
rl8
00.0
D"
0000
0!
'-0 CSC
0
4Z"
'i
T'i I l
00 D
000.0
VIR
n
2s:�
-::O t lk
R.
k-.
W; 0
CC: ()
C 11)
-)GO J
C
�"j
20
i','L)
i; 1* Ifi-`1
C:
0"'D
rin 0
cot
05yo
0 0
Coll
0
8:'
�_i T
r:
"_Zl
1) }' S
0
01"
0%
iris
8al r
Pa
civ,
00 c:
000
�'0.0
W
104"
Eels
OW
AB
0 TI,
0
i 1'4 C
"J.
a,)() i
1r, c
L,
"ill f r p
000;.TV
coo
U00 1
%.0
co cc
cl
Bu B
n c
r r
<Mc
(VI
Oe
0,70
00'(
CO.c
000
01
c-cf.Es
.1
8s:
r
h'-3
Cif i
00.0
is
11
E S:
011 83
ot"
r
c r
S �l C.
'IN 3
0 C. 11)
c 0.0
fFi3
v
Fii Z�'
a',
r
VDc:
;S6
97. 1
1
f 0.
N6,
'FIN
Nt p
1c8(jcl
J�j3
�E�
0
'Dlo
1�
I to
coot
ev 1,
N,
iJ r
"!S:ar r
:Kc
48
Wr,."'
000
GOD
as() 1
Cos
WT
00m:
to c
m:;
r
1'7 t r
11:600;1
01-0
Go.
C. 0
M
664Ti.
01:'
N3
00.0
C
WE
20 K
11;
7
16-36 r r
L) 0
(M.0
S.
0 C."
000
TIL
080 T
Sol
W to
QQm:
so 1'
Q�
01, C.
00.0
0N) s
1,-(') 4
S i% ?�S'
11-1� 11
uz
W
4900,
M
oak
m (I
Do 0
1?B1f' ,
QG n
MUR
Ms
TH. 11
i I
f3r)cls r
1: '8
;%<l
I'll � 0
��j 0
CUD
M 11
Q 1[
: My
FE t
:091
moot
K800
0`8
wa
050
Job
010
C28 1
08 1
&W
q
N 4
0
1.F
0A
.;PAT
161 t
Soo

13
14
1
2
3
4
5
6
7
8
9 10
11
12
CUMUL.
CUMUL.
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
INFILT. RATE INFILT.
INFLOW
STORAGE
INFLOW
INFILT.
(min]
[Cfs]
ICU ft]
[ft]
[cfs]
[cis]
Ids]
BARREL
Ids] VOL.
VOL.
VOL.
VOL.
60
0.90
1579
24.04
1.68
1.678
0.00
0.00
0.70
84
84
10082
12552
2469
62
0.79
1402
23.94
1.58
1.575
0.00
0,00
0.70
84
84
10082
12636
2553
64
0.69
1223
23.85
1.46
1.461
0.00
0.00
0.70
84
84
10082
12720
2637
66
0.60
1046
23.75
1.34
1.335
0.00
0.00
0.70
84
84
10082
12804
2721
68
0.53
874
23.65
1.20
1.195
0.00
0.00
0.70
84
84
10082
12888
2805
70
0.46
711
23.55
1.04
1.038
0.00
0.00
0.70
84
84
10082
12972
2889
72
0.41
558
23.46
0.41
0.411
0.00
0.00
0.70
84
84
10082
13056
2973
74
0.36
473
23.40
0.34
0.338
0.00
0.00
0.70
84
84
10082
13140
3057
76
0.31
391
23.34
0.27
0.270
0.00
0.00
0.70
84
84
10082
13224
3141
78
0.27
312
23.29
0.21
0.206
0.00
0.00
0.70
84
84
10082
13308
3225
80
0.24
236
23.23
0.15
0.148
0.00
0.00
0.70
84
84
10082
13392
3309
82
0.21
163
23.17
0.10
0.095
0.00
0.00
0.70
84
84
10082
13476
3393
84
0.18
93
23.11
0.05
0.049
0.00
0.00
0,70
84
84
10082
13560
3477
86
0.16
25
23.04
0.01
0.010
0.00
0.00
0.70
84
84
10082
13644
3561
88
0.14
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
13728
3645
90
0.12
0
23.00
0.00
0.000
0.00
0.00
0,70
84
84
10082
13812
3729
92
0.11
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
13M
3813
94
0.09
0
23.00
0.00
0.000
0.OD
0.00
0.70
84
84
10082
13980
3897
96
0.08
0
23.00
0.00
0.000
0.0D
0.00
0,70
84
84
10082
14064
3981
98
0.07
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
14148
4065
100
0.06
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
14232
4149
102
0.06
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
14316
4233
104
0.05
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
14400
4317
106
0.04
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
14484
4401
108
0.04
0
23.00
0,00
0.000
0.00
0.00
0.70
84
84
10082
14568
4485
110
0.03
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
14662
4569
112
0.03
0
23. DD
0.00
0.000
0.00
0.00
0.70
84
84
10082
14736
4653
114
0.03
0
23.00
0.00
0.000
0.00
0.00
0,70
84
84
10082
14820
4737
116
0.02
0
23.D0
0.00
0.000
0.00
0.00
0.70
84
84
10082
14904
4821
118
0.02
0
23.DD
0.00
0.000
0.00
0.00
0.70
84
84
10082
14988
4905
120
0,02
0
23.D0
0.00
0.000
O.OD
0.00
0.70
84
84
10082
15072
4989

t t
& t
AIT11JO
AL44K)
I Al 111i
eVQ,i W
90AHOTO
VM j It A
MEN A Q W, IVI
W 13 i" 1 :A
H1..31v
WATF
WARM&
lvoj*H
AM'
jTv
PV 1:)1
J --. i �: 15 A a
P01
rfl ,.
0l 0
cil I
0(20
0 i -3
W� I)
" 6 0
full
p
W Ey
7M
Two
K iJ
11,13
J'8
AD
yAw v
bo p
�;S
INU
�OEV� r
S18UO'
1,8
i_C)
GO 0
is
�2U.?
r.
008S
630 t
MW
A
of-'U"
C i;
"IiLl I !,
cf!�, 1,
Uri 5S
SIM
1800
P8
30,0
COP
Wo I
for
do Q
r 17
ass
t
" F : `i0
�'B
:'%3
3i.�.fj
r 11% iJ
r PLP
!',I, (o
t -1 1 r�'
E-100
IN8
P. S
il 1 0
00
'. 10 . U
OF", ')
�L' G
GIN f., S
'N' 0
WE
PKIC t
16094
N3
M13
0
IN U1
00D
UNK 0
PUT
W
f 0
r
K"
1)
00.0
0.0
4,90c, f?
"IS
S, r
0
,N8
1,
QQ C,
ME
1800,
bg
016
91� 0
00,0
r L:�:
713
CID
P,
C "', k
A8
ram
WE t
EMU
h8
pig
G"Y
GO G
11010
1.) to 'j
r
a!
AVE
d9W t
000 1
M
48
010
00 U
cau
0000
OUD
COLT
0
&
()1.78
1_1I I e. ""-' I
�800
I.-B
r.3
0�0
00 0
COD
CORO
000
GO ES
13
Q0
n(j
1: ME
BUS r
E1'300
xi
i..�i
QQ
GI" " 0
701
( Uc..0
QO 0
co to
0
Q
WPM
082C r
1800,
M
pi,
0% !-')
00.0
�0.0
I)L)(:,)
00 0
W:
�8"?E
!�BU711
JIN8
(18
k') V f-I
CIC.0
_-sj 0
OU(I -)
D) 0
F, "1 -1 :
81111. p
AB
PS
MA
coo
coo
Mao
"-) (L 0
offs
P8
010.0
80 0
00 r
I'D
00.0
(-j
to
p B
CIO
00 0
00c, 0
00.E
0
coo
!800
I' > 6
P1.1"
if', 0
1010 (11
IS0.0
�)D(J
fill n
�300
I)a
u1i.0
00 D
„ CU.
').10
300
FE Do
MY
Ssm
As
13
010
000
"U0
01mo
oun
WAR
0
SU D
Y
:6P.0"
1st?
P"; 0
INJ
11:0.0
OIX; 0
coo
CUM
0
10
vr
(:"( io -
!"a
N3
u
JI D
W
Ono 0
DOD
co ET
1)
200
z -;-
coo
COLT
IF!
Soo
W

13
14
1
2
3
4
5
6
7
8
9
10
11
12
CUMUL.
CUMUL.
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
INFILT. RATE
INFILT.
INFLOW
STORAGE
INFLOW
INFILT.
[rain]
[crs]
[cu ft]
[ft]
[cfsl
[Cfs]
[ds]
BARREL
[cfs]
VOL.
VOL.
VOL.
VOL.
122
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15156
5073
124
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15240
5157
126
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15324
5241
128
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15408
5325
130
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15492
5409
132
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15576
5493
134
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15660
5577
136
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15744
5661
138
0.01
0
23.00
0.00
0.000
0.00
0.00
0.70
84
84
10082
15828
5745
140
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9998
15828
5829
142
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9914
15828
5913
144
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9830
15828
5997
146
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9746
15828
6081
148
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9662
15828
6165
150
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9578
15828
6249
152
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9494
15828
6333
154
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9410
15828
6417
156
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9326
15828
6501
158
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9242
15828
6585
160
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
84
0
9158
15828
6669
165
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
8948
15828
6879
170
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
8738
15828
7089
175
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
8528
15828
7299
180
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
8318
15828
7609
185
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
8108
15828
7719
190
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
7898
15828
7929
195
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
7688
15828
8139
200
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
7478
15828
8349
205
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
7268
15828
8559
210
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
7058
15828
8769
215
0.00
0
23A0
0.00
0.000
0.00
0.00
0.70
210
0
6848
15828
8979

j I.;; ill yj
JUPAUD
S: 11
j
'D 11
11i5fl
'OP"l-J:1111
IDAHO T8
V"0110
CAMI
PAMAIM
030111
MOO/
WAR SWUM
ROATR
1--iYWtCle.
JOV
ji:]A/
JI(Al
Lzi,)j
10-,)]
pt i
LM
')
Inli3,sj
U 0
OUD
CU 9
000 71
OOD
CC ES
FU 0
is r
0 i.11
0110
' rt 0
C00 0
US ) ()
"'0, el" *
0
W 0
AEC
98
b",
T; 1)
00.0
� rl. 0
01)."T ".I
00.(I
L1j s.' �
0
r0
'-J00
i-,d
WE#
0'"i 0.
a "t 0
C0.0
000l
00 0
IV' -1
0
[("(1
r
M
0-7 1)
00-0
CRU
coo
COD
A ER
0
roo
Oil, r
cen
F8
Pb
ON 0
coo
coo
QW0
Go D
COM
0
Too
M
1 4ti?
11,),jtr
S600,
AR
P3
11 -11 C, 0
OG11,
CC ()
-0 j :-j
'j, 0 0
C G. C S-1
0
f(' ')
0`1 r
1,8
0"; 0
rjUD
cul.()
000 .j
60 Q
- 0. Z: _-
0
11, C. "D
�N: t
0
"JO U
Cc Q
000.)
rJUP
Cl; 11:4
0
tc 0
SET
11 iTi' r
812Y9
1:;
1000
cc 0
000",
0,11P
co ET
0
000
oh r
IES
bree
0
to
OS IJ
00 Q
(i f)
j
0
H-K&t t
OUR
W
0,11 0
00 U
f;si 10
Q0LJ,Q
Cl L 1. C-1
f
0
10C
t
D !.A �"
U
",-a
O'T 0
!-'10.0
r1l.0
C-1000
000
co -ES:
0
T'j, C
a
as;�-fir
L"I"Kip
0
1=-3
01;.0
-,1110
:11
000 0
011.0
CIO ER
0
GOD
81"1
0
81,81i t
We
U
0
00.0
too
0001
000
03.iA:
1)
0()()
oc" r
L, i , U
dKf 11;� r
vQPA�
-30.0
M
000 3
QUD
co ET
0
OOD
W
ot"C',
CO
006 )
OC?P
C,0 ES,
_'I
a I.: C,
D to
COD
nno.n
OG
0
ou U
air
8 --.1 z
a�:sc r
S: h�:O-
r
a,t
07 0
00,0
., 0. 0
'-"LX)
0 -0. 0
13
ijO f)
ST) P
',�)3Z
W.'af." t
0
nu
(If-, 0
000
COD
OU0 0
coo
co ER
0
coo
cur
U 1 IV3
as:811, r
U
0 -% i1
0
010
0001)
130'r)
C 0. E,4:
6,
-')00
81,11,
0 1
OVO
000
00.0
C0 CIS
J
Q 0
(. II
C1).0
(700"1
00
Cf).Cs:
0
(10.0
K
UP
0
):10
00
C.- () L
0
W."
00,
r
fl�8f.,-r
0 1 P
F"0(
0
5,
ON 0
A 0
00f) j
DOD
Coss
00 Q
881'
M:Ri
OR&I P
BU:�
G
01's
011 0
0 10. 0
coo
000")
CUD
I j . ,,,S:
000
ou V
t,
0
oco
0210
000
QU
0
10f)
au 11
8'� I. 'i
U
01
(1) 0
000
C)U C
cil E
�
00 (1
0 P
a t3s: 1
0
f* S,
U',0
D
000)
C10 0
AW
0
DOD
6M
Ovid
SKSAP
U20 N
0
0 U. 0
0
G;`z
BUT
RAS
My
U
11) 11
01.'! 0
if) C:,.S,
a liz

13
14
2
3
4
5
6
7
8
9
10
11
12
CUMUL.
CUMUL.
1
TIME
INFLOW
STORAGE
STAGE
OUTFLOW ORIFICE
WEIR
RISER/
INFILT. RATE
INFILT.
INFLOW
STORAGE
INFLOW
INFILT.
[min]
Ices]
ICU ftl
IN
[cfa]
Ids]
[cis]
BARREL
lcfs]
VOL.
VOL.
VOL.
VOL.
220
0.00
0
23.00
0.00
0.000
0.0D
0.00
0.70
210
0
6638
15828
9189
225
0.00
0
23.00
0.00
0.000
0.0D
0.00
0.70
210
0
6428
15828
9399
230
0.00
0
23.0D
0.00
0.000
0.00
0.00
0.70
210
0
6218
15828
9609
235
0.00
0
23.00
0.00
0.000
ODD
0.00
0.70
210
0
6008
15828
9819
240
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
5798
15828
1 D029
245
0.00
0
23.0D
0.00
D.000
0.00
0.00
0.70
210
0
5588
15828
10239
250
0.00
0
23.D0
0.00
0.000
0.00
0.00
0.70
210
0
5378
15828
1D449
255
0.00
0
23.00
0.00
0.000
ODD
0.00
0.70
210
0
5168
15828
1 D659
260
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
4958
15828
10869
265
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
4748
15828
11079
270
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
4538
15M
11289
275
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
4328
15828
11499
280
0.00
0
23AD
0.00
0.000
0.00
0.00
0.70
210
0
4118
15828
11709
285
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
3908
15828
11919
290
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
3698
15828
12129
295
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
3488
15828
12339
300
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
3278
15828
12649
305
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
3068
15828
12759
310
0.00
0
23.00
0.00
0.000
O.DD
0.00
0.70
210
0
2858
15828
12969
315
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
2648
15828
13179
320
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
2438
15828
13389
325
0.00
0
23.00
0.00
0.000
0.0D
0.00
0.70
210
0
2228
15828
13599
330
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
2018
15828
13809
335
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
1808
15828
14019
340
0.00
0
23.00
0.00
0.000
0.0D
0.00
0.70
210
0
1598
15828
14229
345
0.00
0
23.D0
0.00
0.000
0.00
0.00
0.70
210
0
1388
15828
14439
350
0.00
0
23.D0
0.00
0.000
0.00
0.00
0.70
210
0
1178
15828
14649
355
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
210
0
968
15828
14859
360
0.00
0
23.DD
0.00
0.000
0.00
0.00
0.70
210
0
758
15828
15069
365
0.00
0
23.D0
0.0D
0.000
0.00
0.00
0.70
210
0
548
15828
15279
370
0.00
0
23.DD
0.00
0.000
0.00
0.00
0.70
210
0
338
15828
15489

t r
-1 �t
_R 4j, t 13
iYAL)j
r
t
C'
h
E)
F-1
I IHil
'0101-IMMA5=OTE
WOMI
MPTC
WAVIAINVI
HIAM
300110
001111-00
1A1W
WMW
TMOJIM
IM11
-1
-K)V
•JC.1V
.10V
[F`:J1
[P �
[11
[ F
[fih'71
us T
8301 p
OEM
Ott
c
0900
cau
so ET
Ij
COD
00
Me
My
Boca
0
Ott
010
on n
vMT
nou
coo
cut!
r)
0(w
80,
S
01- 0
015 f'
0000
{r[
M 9G
URSA!
UOD8
0
C. I
CJ0.0
Ow '.1
00
P"M
H r
�3k?�
S:
0
00 r"y
C i I, C
00011
S
f)
0
P676 1
01911
05az
c)
ors
us 1
009
coo
05jo
000
0
co Q
z h F,
3168
0
ols
0; 0
0
',:la C
'j00;)
CIO ()
0
01).(I
bW I �
0
0 1e
() �-, 0
(0
.;-.. %0
0001 n
'*0 0
Ei
4)
01111)
, i-: c'
Wc p
REBA r
Be 24
0
M 4
W.- 0
00.10
C-1) ()
900 ID
0 cs
0
COD
C, i7
Mr 1
081 r
Bull
0
110
OLD
000
-- H.0
00(! 1-)
C,c-
t I :' `;
0
-2Fi'()
Wr 1
Md r
BEW
070
c
co o
1:0 Eq
0
00 c
pta r' r r
d — '111! t
HIM
0
c1 Q
00 0
, I,, . Cy
000 '1
:I) E 1
0
Cif) 0
mv r t
6350'
RM
F1
UTj
C00
coo
ONJ 3
000
LG Ey
0
up 0
GRIZ
0 f 2 r F
HIM
800c
0
Ott
070
co 0
COD
000 0
C10.0
Coll
0
000
88
ROM
89807
ME
0
M
CIO
00.0
0
0 10
00.01
EC.
r')
0!) 0
012
ME r
ORGAt
WE
U
Ott
010
Q(1 0
c.I.C3
00i 1 i 1
00.cl
(". 0. G " So
00 0
coos t
tag 8dt
HME
0
DOE
1110
OUD
coo
0000
000
cu Q
0
0110
OWTV
8KHM
WE
LJ
W
ON")
CUD
coo
0m) 0
nwo
C012
0
CO U
M,
10011 p
ORW
Bess
0
Ott
010
COD
7OD
OW) 0
000
co Q
0
000
j 71
0 TpEr
ORHO r
M 61
0
M
ovo
COD
WD
QUI10
W
60 Ey
W
! 4
Q858 r
U180
ULAS
0
Ovs
ON 0
00 V
DID
000;.'.)
00 0
co W
0
ou 0
091",
IRM t
Wit
HVIT
0
Ott
ON 0
0110
cut
0000
00.0
MY
0
0G'c
84
WE p
8113A r
ME
0
ill [IS"
010
COD
COD
000)
000
co ET
0
ORO
ryr
M11
MTV
BOB p
2
019
CIO
on 0
CUD
000,
000
10 ET
9
ORO
ZTF
01001
WHO r
52F r
()
iitsl
i YA G
CC (p
t'
000 ()
00 ,01
1.). t
0
13 0 11
Qh��
f3i-z�: F
i)
Li 11 �:
or, 0
00.(1
0
-)000
0 0 ()
11 Cs:
f.-'
Qf 10
0 Rod F
BA 1 r
0
019
ox 0
GOO
C'
000
Ti (11
G 0 F
0
Xj 0
cill��
TJ
10
C"IhO
'010.0
E, S:
0
JU LP
ai:C
0i 1,
01-1, 0
100.0
c 1.).
000
ID0.0
E
QW0
HIM
WE
rj
Ott
[)'V Ci
00.0
100C
00
OU 0
do
My f
AKH: r
REE
0
WE
ON 0
coo
CUD
OM) 0
oc 0
CL F"
009
ME

13
14
1
2
3
4
5
6
7
8
9
10
11
12
CUMUL.
CUMUL.
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
INFILT. RATE
INFILT.
INFLOW
STORAGE
INFLOW
INFILT_
[rain]
[Cfs]
IC4 f1l
[ftl
[cfsl
[Cfsl
[cfs]
BARREL
[cfs]
VOL.
VOL.
VOL
VOL.
371
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
296
15828
15531
372
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
254
15828
15573
373
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
212
15828
15615
374
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
170
15828
15657
375
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
128
15828
15699
376
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
86
15828
15741
377
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
44
15828
15783
378
0.00
0
23.00
0.00
0.000
0.00
0.00
0.70
42
0
2
15828
15825
379
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
2
0
0
15828
15827
380
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
381
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
382
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
383
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
384
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
385
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
386
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
387
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
388
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
389
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
394
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15B27
399
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
404
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
409
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
414
0.00
0
23.00
0.00
0.000
0A0
0.00
0.00
0
0
0
15828
15827
419
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
424
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
429
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
434
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
439
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
444
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
449
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827

i, t
F, r
11- j JAl 0 0
r
3,:)AF11,)TF
00_1701
I.Ai NI 9iA.,, ris Zvi
% i 1. 31 09
5t I
JDAiliG_ 1;:3
'W( .1-1411.1
JCJIV
-
JUV
P
I-S i­ j
Ell, RJ r
tut r)
sF
12 U G
k
-Ili
Nis,
0
00.0
1-0.10
0010
010 0
i.0
;,
Z:
0
00-0
10 "1
00 o
r. 0 C S:
t,
C f L
r
fl ('81"
ta 1 11
11.)
I_!)UD
C)
00 U
L"
0
0 1%, 0
D
oil t')
'D
00 cy
0C.0
H
0
D 0
1-
_fGlc 13
F S.
0
(17T 1 i_l I
fll�.Kt i'
t��%
U
00.0
DIE-
0 U
fl Z'164- r
D
01
1)
00 0
Q(I 0
0
C1
00 ci
Of"
r
jj s
I
(I
j
C �
(1
00 0
c 10
0100
00.0
0 S:
f,
(A)
ilk?41
t
0
000
ICC.0
0000
00.0
GO,
r
10
00 0
r=cl
C 1).
00 C.1
0
cdi 0
Ij
0 C C,
C,
00 0
-!8�,
cifl.4,
r 1) r)
0
C v
tj
0
L.)
C 1). 0
0000
00 0
00 (1
(]girl
0,
00,C)
3t?z
I,
J\,S,
Ali
0.
00.1"
00.0
GM_
t31
00.0
130.0
11. 0
OW G
0111.01
00 G
M?
;1"'W,r
0
­i� t
;3' :F' -I t
000
;D
00
U.0
001)
0o.0
CO_C�:
0
lj(� 11
00.0
411.110
000 0
0. rII
C-O.Zw
(Ki 0
P 0
00 0
00.0
r 0 r,
C100 ID
30 0
0
0H.C11
I*;-,
8,-3,
0
0
000 ID
QFI (11
U C.
r1
00 Cr
V71F1
0
GI
00 0
10 G
000,
000
CO i:
IN
[)(I r
j .)
L
00.0
00 0
J. Cc,
00 a
01,110 ID
�JO Ili
U. S,
U
Ot C
1%1
S"
C;
jf) 0
b

13
14
2
3
4
5
6
7
8
9 10
11
12
CUMUL,
CUMUI_.
1
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
INFILT. RATE INFILT.
INFLOW
STORAGE
INFLOW
INFILT.
[min]
[cfs]
ICU ft]
IN
[Cfs]
[cFs]
[cfs]
BARREL
[Cfs] VOL.
VOL.
VOL.
VOL.
454
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
459
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
464
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
469
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
474
0.00
0
23.00
0.00
0.000
0,00
0.00
0.00
0
0
0
15828
15827
479
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
484
0.00
0
23.00
0.00
0.000
0.00
0.00
0,00
0
0
0
15828
15827
489
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
494
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
499
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
504
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
509
0.00
0
23.00
0.00
0.000
O.00
0.00
0.00
0
0
0
15828
15827
514
0.00
0
23.00
0,00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
519
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
524
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
529
0.00
0
23.00
0.00
0.000
OAO
0.00
0.00
0
0
0
15828
15827
534
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
539
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
544
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
549
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
554
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
559
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
564
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
569
0.00
0
23.00
0.00
0.000
ODD
0.00
0.00
0
0
0
15828
15827
674
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
579
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
584
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
589
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
594
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
599
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
604
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827

r•. i
r
.}[.err!,;')
UTAUID
!'
€ r
D
F i I 1sk
'I,'`1,10 7il l3
_ [S
�l .ti fif 0 Y E
:_ • �. L, S
I, i'� : I ? p
� 1 •_, !
F (-i; 77 1 Q t: / r
r..ri'. •tI „l i � r � [t r
012041
3r r y
i :J1'I
1 - !'_r •S Q `
._4.,.!r-[ �L� ,� I�-r � L.�I.J
a
:r :_�1� �'.�
7 - /fir r•�
-1 �;.r."IT��J 1 f
/'� ` e,s
5��.'`.; J-1 •Sr
t ry
��IG I''r•
.Is1V
U
(} l
rc;?il =r. 3
S l'1`,- e
pal
(fI!
"io:
to.:
i # .3
OS',B 3 1'
0
0
r} [}r, .'
0.C)
r.:.t}
f)U() ' i
coo
;I} S;C
-
i
r
Ono
L"O s_I
00.0
+ I].C1
Ill:){) ' )
00.0
.'10 K:
L'
OQ 0
C.i3;.
00 0
00.0
-r;.�i
flf}L'I "!
OfYc;
CQ Z IC
C,
Oil.()
31 51,
00C+
(}['C=
.t.i.0
f�[;[}.+
00f"
.:C.
1.1,
iit'. I
e,%I-
i 1�'". � r
8.Btt
(t
OU D
i.O.i:5,
I_'=
000
W1
;Sri r
hS:},_`.r
3)
{
tJ
0.
' ir`t, _,
ot} 0
UK
0
0{}0-84,
[}
{)
{.',EO
if?f) VD
00.0
cc .r.
11
00 c
;?I:
00 0
00.0
Cl!
00
1
CS,
01
't
00. -1
C G.{}
0,=)n''1
00 r;
: 0 ;: �:
ijl, C1
�'[
00 �_l
coo
r
loWARt)
r,
AM r
[7:, o f
P.
U
G U0 0
rT1
co )
[IG(
fi .;
r i ' v
cr
ce}(•
!
I:"3�
i} 00.E k
000
z[}-[}
AN I
DOD
`'+i.' &
i
N) 0
NP
t � I ti
V 00 0
060
4�ss]ff.f0
coo 0
C..•i# 0
co Ey
f)
A V
�='''(3
AM r
HT or
0
11
00
;S=;a
81.1B,' r
0
;:i 110.0
CUD
[}.i1
COO _f
1`)t,1.(1
Olt V�:
0
Ci(} f)
i ba
0
0
CJ(} ('
--I'-(}
0[)4)'_)
"'(W
_,(".`.;'
Q
C-0 0
t'b
:,'�3.'r
[3 t,"r
{
it
+} [;+"i
G;}.t=
rig [)
I:00 :}
0 0. 0
i
(]
t} ; 0
tii),l)
+] -)
+1[1ti _!
s7t1.L}
c !] ;C
["1
is r
�;.hrr1 h
I
L}
1} 00.0
00.10
;,{; !
fji.,i) i,}
00 (i
r F 1)0 I--i
1{] C)
, f :.t1
{)i;(i 0
00 C}
_ t.# W
0
cu.':'
D(:
AM r
MCA .• r
0
0
0 UV 9
cob
coo
'.'#)'_) 0
_'i}.
4
0
, 1.10
{]`,
49d r
8 :dor
(}
[}
0 [)(} 0
00f,
;t_.iti
4"NX) :#
GO �'•
L'
;'t
f ` i;
0
o
U 00 0
O(
it
00.0
{'(; ES:
[]
(7 GO _)
01 D
�t�.C:
a 010 1)
w'[# (I
CO Cs
0
C0.0
t31
.. t, -tl
7•: r
.t
ULi ;)
13r'.S}
.r1J.i1
! ilXl .7}
00 i1
'.+.G
_
S .
f. t�
0, fjf,..r
0
()
i) (110 0
f�{1 D
�_�� 0
0110 %'1
i 1rl.r!
1, 0. C,_
0%0.0
3'4� f3
'

13
14
1
2
3
4
5
6
7
8
9 10
11
12
CUMUL.
CUMUL.
TIME
INFLOW
STORAGE
STAGE
OUTFLOW
ORIFICE
WEIR
RISER/
INFILT. RATE INFILT.
INFLOW
STORAGE
INFLOW
INFILT.
(min]
[cfs]
[cu ft]
[ft]
[cfs]
[cfs]
[cfs]
BARREL
[cfs] VOL.
VOL.
VOL.
VOL.
609
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
158228
15827
614
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
619
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
624
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
1582E
15827
629
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
1582B
15827
634
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15827
639
0.00
0
23.00
0.00
0.000
0.00
0.00
0.00
0
0
0
15828
15027

0 de
cj
sy AD
p DID
c coo
i1 Do
1 JI)
C' (%(�
L)
0
J0979
j 96M.
() (if,
It
WD
OUD
c (do
i.. A-
103
000
D
0
.1
.1 pass_'.
C1
0 00
(1
31 3
abc
v no,
0,05
OTC
coo
0
4'
e- u
0 00
Cl
13 Do
0 c1c.
u (I'; " �
0' 11-' 1 :
0, 11.)(:.
0 1:10
.; � IG IS } I
") 011
0
33 UD
0 00
() 0";".)
0,00
1 , )(')
LD
0
0
j AM
j Qns'.
000
0
Is 0:
MIG
0 NO
CTO
000
k..i 00
0
jowljj
Ic; 1 JI'l
jo,a]
fell!
Al
ev"m
-1
ME t U AN
MAMF
RIVGB
00 Irm,
MILKE
Wro
UWMI
IIIILII I LIJIF 1.111H1.1
MILF:)10
2.1
�I L f G

70
60
50
40
30
20
10
STAGE
NET STAGE DISCHARGE
c`�i cCOv �
—NET DISCHARGE (CFS)

40 -
35 -
3q
25
O
tfe
2Q
ca
15
10
5
0
ri
N
COMPOSITE STAGE DISCHARGE
r� in to o m Ln m dap en ��pn ima
p
CaV f�V N N N -Ni N N N N N N
STAGE
--*—R(W)--E—R(0) BARREL --M—ORIFICE

a, X:
fR
kit

12.0
i o.0
8.0
4.0
2.0
0.0
CHAINSAW ROUTING
o
co OD
Ofeq Ln
TIM E(M NJ
�4 WiOW-o--0U1FL0W

C11-111 L'01
- -V
01rip.10MIT
VQJ PI; -4-
ME
a

S
z
CONTOUR
]NCR ACCUM
CONTOUR
AREA
VOL VOL
STAGE
in S
in Z
Z est
23.00
1206
0 0
0.00
0.00
23.50
1427
658 658
0.50
6.4895
-0.6931
0.52
24.00
1667
774 1432
1.00
7.2667
0.0000
0.96
24.50
1925
967 2399
1.50
7,7826
0.4055
1.45
25.00
2200
1174 3572
2.00
8.1809
0.6931
1.98
25.50
2494
1325 4897
2.50
8.4984
0.9163
2.55
26.00
2806
1485 6383
3.00
8.7613
1.0986
3.14
26.50
3135
784 7166
3.50
8.8772
1.2528
3.44
Regression Output:
Constant
7.317109
Ks= 1506
Std Err of Y Est
0,047582
b= 1,26
R Squared
0,99748
No. of Observations
7
X Coefficient(s)
1.261847
Std Err of Coef,
0.028365

13
Cl- C-1 a
Is
IM CO :rj 0
CD
1j,
tj
M V W)
01
I/j I

STAGE -DISCHARGE FOR RISERIBARREL SPILLWAY WITH EMERGENCY WEIR
RISER/BARREL:
5.96
Dr
=
1.641 Area of grate openings
Etop
-
25.29 Elev. top riser (ft)
Cwr
-
3 Riser weir coefficient
Cdr
=
0.59 Riser Gri ice coefficient
Do
=
6 Orifice dia.(in)
Einv
=
23.00 Elev inv. orifice (ft)
Co
=
0.6 Orifice coeff.
Db
=
1 ft.
Binv
=
23.00 Barrel invert
Cdb
=
0.6
EMERGENCY WEIR:
Cw
=
3 Weir coefficient
Ecr
-
25.40 Elev. weir crest (ft)
Lw
=
9 Weir length (ft)
1
2
3
4
5 6 7
8
Stage
Riser
Riser
Barrel
6" Princ. Emerg.
Total
(weir)
(orifice)
orifice Spillway Weir
Outflow
[ft]
[ds]
Ids]
[efs]
Ids] [cft] [cfs]
[cfs]
23.00
0.00
0.00
0.00
0.00 0.00 0.00
0.00
23.25
0.00
0.00
0.00
0.94 0.00 0.00
0.94
23.50
0.00
0.00
0.00
1.34 0.00 0.00
1.34
23.75
0.00
0.00
0.00
1.64 0.00 0.00
1.64
24.00
0.00
0.00
0.00
1.89 0.00 0.00
1.89
24.25
0.00
0.00
0.00
2.11 0.00 0.00
2.11
24.50
0.00
0.00
0.00
2.31 0.00 0.00
2.31
24.75
0.00
0.00
0.00
2.50 0.00 0.00
2.50
25.00
0.00
0.00
0.00
2.67 0.00 0.00
2.67
25.25
0.00
0.00
0.00
2.83 0.00 0.00
2.83
25.50
1.72
3.56
5.98
2.99 1.72 0.85
5.56
25.75
5.58
5.27
6.27
3.13 5.27 5.59
13.99
26.00
10.70
6.55
6.55
3.27 6.55 12.55
19.10
25.25
16.82
7.61
6.81
3.41 6.81 21.16
27.97
26.50
23.80
8.55
7.07
3.54 7.07 31.15
38.22
26.75
31.54
9.39
7.32
3.66 7.32 42.35
49.67
27.00
39.98
10.16
7.56
3.78 7.56 54.64
62.20

10
"T F,
i: UD
rl
r,
2 GO
0
I Fn
r% GI.n
I-N rr)
fl;j,
(I
f ci
D
0 ('11) 0 IC,
1:
f) u
0 'C
(1, cl,
G'! oy z!,.l
1m;
t", f '11; -r,
LI,
0-1

CMAINSAW ROUTING
Input data:
Qp= 10.93
RESULTS:
Tp= 19.7
OUTFLOW PEAK=
2.12
MAX STAGE=
24.50
dT= 2
Ks= 1506
b= 1.26
5.96
Etop = 25.29
Top of riser
Dr = 1.641
Area of grate openings
Db= 1
Sinv= 23.00
N= 2
No. of orif.
Cd= 0.6
Orifice coeff.
D= 6
Di& of orifice
Zi= 23.00
Inv. elevation
Cw= 3
Weir Coefficient
L= 9
Length of overflow weir
Pond area:
Zcr= 25.4
Elev. of overflow weir
K=
12 Infiltration rate (in/hr) =
2.78E-04 cfs/sq.ft.
2520

1 �; ,;, » I F,r-' I
-7
-I- v
m ;I I

u01z0f200 ub:io rAA
WJuuc ,
31V_qFA—
Mr. Jim Honeycutt, A.E.
Honeycutt Engineering
P.O. Boa 15036
Wilmington, North Carolina
RE: Soil Evaivation—I
VWlilmhVton,, New
Dear Mr. Honeycutt:
Ad+aA.� A=
KIA 9fa 4ss-a w
A4 AV
M -yam.. Agam.qLA
940"WAaA...
91KA*:V4N%.MB am
June 25, 1996
Legion Post 10 Expansion -Pine Grove Road, City of
County, North Carolina
As requested by your company we have evaluated and prepared a soils report indicating
the depth to the seasonal high Ater table, soil type, and expected InWation rate of the
area in and around the infittre n pond on the American Legion Post 10 Stlae. The project
shoe is located off Pine Grove cad. VWmington, North Carolina.
Three soil borings, two adjace to the existing infiltration pond and one in the bottom of
the Mitration pond, were perfo to cherateri¢e the soil type, depth to seasonal high
water table, and expected In . n raft (Figure 1). Soil borings 1 and 2 were angered
at existing grade (-- 27 ft eiewati n) to a depth of 60 inches_ Soli boring 3 was aguered In
the bottom of the infiltration po (- 23 ft elevation), which was approximately 4 feet below
original grade.
Retults
The soil type within the arJh
investigation around the infiltration pond would be
Classified as a Kurab sand, s typically well to excessW* drained. indications of
a seasonal high water tablencountered at - 98 - 100 inches (- 8.2 ft) below the
original ground suribca, whiobserved in soli boring 3. Indications of a seasonal
high warter table were not ered in soil borings 1 and 2. Based on the sandy soil
fide found throughout the soi profiles in the soil borings. Infiltration valise of 2 - 5 minAn
or 12 - 30 inft can be expWe i. A description of the three soil borings are presented
ft
in the aftactted sal boring log le.
nE C E i V E n
JUN 2 81996
PRoJ.a �oSfo

t
t
7 . I

- rv- - Vo. jV r4-%
nova
It you have any questions
aPPmcWW the opportunity
Enclouse: Map
ing the above results, Please contact me_ We
with you on this project
Sint `
ark Tip
Certified Profs Wonal Soil Scientist
NCRCPS # 160

Uo� co, ao uv: to rAd Q004
AMERICAN LEGION
some. A INGS
POST 10
------
--
_
ATION = 2T.0 FT
C OR
STRUCTURE
eerioYifrJim)
DATE:
1 oB24M
8OII_ BORlAI01
TEXTURE
HORIZON:
MPTH tIN)
A
0-8
D BROWNISH GRAY
FS
SGLE GRN, LOOSE
> 50 / NOB
E
8-14
L GRAY
FS
S IL E r". LOOS
CZ
CZ
14-M
YlFLL BR
FS
FS
SGLE GRN L005E
SGLE ORKLOOSE
L YELL OR/YELL BR
EV1(11OV1eT IN
E ATI0N=27.4 FT
C LOR
CK BROWNISH GRAY
L GRAY _
STRUCTURE
SOIL BOM.NG
2
HORIZON:
TEXTURE
_
7H I
A
0-6 1
FS�
FS
FS
FS
WE GRN, LOOSE
_
618
SGLE GRN, LOOSE
C7
C2
78•
W55
BR
01 YELL BRIYELL BR
LL BR
SOLE GRN LOOSE
SGLE GRN, LOOSE
C3
56.80
SIFS
SOLE GRN. LOOSE
Bb 1 NO8
BOrroM OF
GINAk
EWTfOWT DR
kWFT
WAS TAKEN IN
PONE) - 48 IN, BELOVV
SOIL BORING
3 y
NOTE: BORING
I. NFILTRATION
GRAM
TOMRE
FS
`
HORIZOIII:
C e,DFt
OEPTN I
STRUCTURE
FILL
48-66
LL 9R
SGLE GRN, LOOSE
SGLE GRN. LOOMC2
C7
5698
LL 8R
FS
- 88NOB
W100
L GRAY
FS
3iiLI=GRN. 4005E

laoos
6 SOIL BORING LOCATION
AMERICAN LE(WON POST 10 SITE MAP I
SCALE 1- • Iov F 66 R7EPAl:BJ a-: MW MOTS: THIC MAP RAO S"" MOtbLOMW PM*IW THE
LANO MANAGEMENT GROUP. INClon'mAL 5rrE Km 1AA1' PREPAM9Y
HONEYiCUTT EMINEOt 1G C0MAWt!

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional office
James B. Hunt, Jr. D11MION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
July 24, 1996
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering
Post Office Box 15036
Wilmington, North Carolina 28408
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960510
American Legion Post 10
New Hanover County
Dear Mr. Honeycutt:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for American Legion Post 10 on June 28, i996. A preliminary review of
that information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
1. You have still not taken advantage of the natural topography for the construction of the
vegetated filter. Since the invert of the outlet pipe is 22.5, the best place to construct the filter
is parallel to the 22 contour, allowing natural sheet flow over the existing contours, and
deleting the need to excavate a channel all the way down. These are SA waters, and the less
construction that takes place close to the water, the better.
2. The permit application proposes 1.49 acres of impervious area, the calculations show 1.247
acres, while I add up 1.51 acres based on your numbers. Please clarify.
3. The State has authorized use of an alternative calculation method for determining the runoff
volume to be treated. I have enclosed a copy. If you wish, you may use this method for both
detention and infiltration.
4, You must provide a bypass for the excess runoff prior to entering the pond. The ouverflow
spillway channel can be looped around the pond and a structure provided at the inlet swale
which will divert the runoff.
127 Cardinal Drive Extenaion, Wilmington, N.C. 2&WS-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Honeycutt
July 24, 1996
Stormwater Project No. SWS 960510
5. The volume calculation appears to be arrived at by subtracting the rear area from the total
area, however, the total area has already had the rear area subtracted from it once before. The
volume is based on the total drainage area to the pond. Based on the impervious totals you
have provided, the volume in the pond is deficient.
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 August 24, 1996, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:1WQSISTORMWAnADDINFO1960510.JUL
cc: Linda Lewis
Central Files
2

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
lames B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
May 30, 1996-
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering
Post,Office Box 15036
Wilmington, North Carolina 28408
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960510
American Legion Post 10
New Hanover County
Dear Mr. Honeycutt:
The Wilmington Regional Office received a Stormwater Management Permit Application for
American Legion Post 10 on May 8, 1996. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review.
The site proposes a concentration of impervious area and a collection system that preclude
permitting under the low density option. In order to qualify for a detention pond to treat the
runoff, you must provide the results of a chlorides test taken at a point in the receiving
waters that is outside of a 112 mile arc drawn from the point of release. If the test comes
back at > 500 ppm, your only option for the site, as proposed, is an infiltration pond. If the
test comes back at C 500 ppm, the city pond you show can be modified to meet State
requirements.
2. The City's requirements for flood control cannot supersede the State's requirments for low
density, i.e, the City cannot require a flood control pond that outlets to SA waters for a
project that submits to the State tinder the low density option. The State cannot allow outlets
to SA waters, and cannot allow the collection of runoff under the low density option.
3. A signed Operation and Maintenance Plan for the stormwater control
4. If infiltration is indicated, a soils report indicating the depth to the seasonal high water table,
soil type, and expected infiltration rate must be included.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

Mr. Honeycutt
May 30, 1996
Stormwater Project No. SW8 960510
5. If an engineered system is to be permitted, an additional $160.00 must be submitted to
complete the entire application fee of $385.00.
6. If necessary, due to the changes in the permit option, please submit a revised application
form.
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 June 30, 1996, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
G�wid�+
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:IWQSISTORNfWAT1ADDINFO1960510.MAY
CC'. Cinda_Lewisl
Central Files
7