20061223 Ver 1_Stormwater Info_20060728

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BROOKSTONE
SUBDIVISION
Winterville, North Carolina
STORMWATER MANAGEMENT
CALCULATIONS
May 2006
~;
. <~, 20U6
WET[A1+IDS APJD~SI'GRfl~1V'ri~TER Bfd,~GH
Malpass & Associates
Engineering & Planning
16.15 East Arlington Boulevard, Suite D
Greenville, NC 27858
Phone [phone]
Fax [phone]

STORMWATER DETENTIQN
CALCULATIONS
PROJECT
BROOKSTONE SUBDIVISION
WINTER iTILLE TOWNSHIP, PITT COUNTY, NORTH CAROLI_+VA
DEVELOPER
KENNETH SMITH PROPERTIES, INC
1588 NC 102 EAST
AYDEN, NC 28513
[phone]
• ENGINEER
MALPASS & ASSOCIATES
1645 EAST ARLINGTON BOULEVARD SUITE D
GREENVILLE, NC 27858
[phone]
MAY 17.2006 v ~ ~, ~~ ~
DATE '
Ju'~ ~ ~ Z0~~6
JE.tdi~ - r.o-,i sic .w,~:,:,;_; I `~
`IVETI~NDS Ahl~ STM~aiW4TER BRAirCM
REVISIl~NS
BY NO. DATE DESCRIPTION
+, ~

•
'~ STORMWATER
DETENTION
CALCULATIONS
•

Pre-developed vs Post-developed runoff rates
Objective
Design a stormwater detention facility for the proposed residential subdivision of
approximately 48 acres. The site is naturally divided by a stream and wfll be
considered a~ two separate detention areas for these calculations. Two ponds have
been planned; these ponds must have enough storage and an appropriat~:ly
designed release device b prevent the post-development runoff flow rate from
exceeding the pre-development runoff flow rate for the 10-year 24-hour storm
event.
Assumations:
Runoff Coefficients
Grass;,d Areas C= 0.25
Impervious Areas C= 0.95
Rainfall Intensity
rainfall intensity will be based upon the City of Greenvlle's design
manual. The intensity fora 10 year 24 hour storm event is 7.5 iryches/hour.
The intensity fora 10 year 6 hour storm event is 4.4 inches/hour.

•
POND 1
•
•

•
Pre-developed runoff rate -Pond 1
Drainax~e Area = ?
Drainage Area = 21.84 Acres
Runoff Coefficient = ?
The site is assumed to be grassland for the pre-development calculations. This is a
conservative assumption due to the lower runoff rates for grassland versus
partially paved areas. Therefore, the value of C will be 0.25.
Time of concentration
Chart SI)-2 will be used to determine the time of concentration. The h: fight of the
most remote point above the outlet is approximately 15 feet. The maximum length
of travel is approximately 2,000 feet. Therefore, the time of concentrarion is
approximately 18 minutes. Since the flow is assumed to be along existing, well
defined channels there is no modification of this time.
Runoff Intensity =?

Using Chart SD-1 with a time of concentration = 18 minutes yields an intensity
of 5.0 inches.
Flow = ?
Q=C1A
Q= (0.25) (5.0)(21.84)
Q= 27.30 cfs
Curve Number =?
A composite curve number will be based on the existing soil conditions.
According to the Pitt County Soil Survey, the sC~il classifications for this site are
predominantly:
TYPE HYDRAULIC GROUP CN AREA
Rains B 81 4.6
L nchbur C 88 1 ~~.4
Ala a A 72 ~.3
Goldsboro B 81 4.3

composite - 72
2.3 +88* 10.4 +81* 8.9
21.6 21.6 21.6
= E3

Pre-developed runoff rate -Pond 1(continued)
Retention (S) _?
s =1000 _ 10
CN
~5'-1000_10=2.04
83
Runoff =?
Runoff (in) _ ~P - 0.2S)2
(P + 0.85)
Pitt County 10 year 7.4 hour rainfall is 4.4 inches. Therefore,
Runo in = (4.4 - (0.2 * 2.04))2 _
ff ( ) (4.4 + (0.8 * 2.04)) 2.64in
Time to Peak(TPL ?
TP (min) =Volume
1.37QP
_ 2.64 * 21.84 * 43,560
= 93 min
P - 1.37*27.30*12*60
Hvdrooraph =?
Set a unit hydrograph to peak at 27.3 cfs at 93 minutes. The calculation of
Q is dependant on time where:
*
(I S t 51.25, Q= 2 1-cos P~ t
P
-1.42 ~
t > 1.25,Q = 5.37QPe Tp
•

• PREDEVELOPMENT POND #1
RUNOFF HYDRUGRAPH (10-yr)
•
•
Project: Brookstone Subdivision
Engineer: Maipass i;< Associates
Developer: Kenneth Smith
Date: May 16, 2006
Peak Flow (CFS) = 27.3
Time to
Peak(Minutes) = 93

Time
Minutes Runoff
(CFS
0 0.00
5 0.18
10 0.77
15 1.72
20 3.00
25 4.59
30 6.43
35 g,qg
40 10.88
45 12.96
50 15.26
55 _
17.52
60 19.66
65 21.84
70 23.38
75 24.85
80 26.00
85 28.80
90 27.23
95 27,27
100 28.92
105 28.19
110 25.11
115 23.70
120 23.48
125 21.74
130 20.14
135 18.66
140 17.29
145 16.02
150 14.84
155 13.75
160 12.74
165 11.80
170 10.94
175 10.13
180 9.39
185 8.70
190 _
8.06
195 7.47
200 6.92
205 6.41
210 5.94
215 5.50
220 5.1 D
225 4.72
230 4.37
235 4.05
240 3.78

Time
(Minutes Runoff
CFS
245 3.48
250 3.32
255 2.i9
260 2.'7
285 2.56
270 2.38
275 2 :0
280 2.W
285 t.i9
290 1.75
295 1.i2
300 1.50
305 1.39
310 1 ~9
315 1.' 9
320 1.' 1
325 1.03
330 0.95
335 0.88
340 o.iz
345 0.76
350 0.70
355 0.65
360 0.60
365 0.56
370 0.52
375 O.tB
380 0.~4
385 0 ~1
390 O.i:8
395 0.35
400 O.S3
405 O.;i0
410 0.:8
415 0.:'6
420 o.~a
a25 0.:2
430 0.~7
435 O.t9
440 O.t 8
445 O.t 6
450 0. t 5
455 0.14
460 O. t 3
485 0. t 2
a7o o.t 1
475 0.40
480 0.10
985 0.(9
POND 1
1 oil

•
•
•
~~
Time
(Minutes Runoff
(CFS
aso o.os
495 0.08
500 0.07
505 0.07
510 0.06
515 0.06
520 0.05
525 O.DS
530 0.04
535 0.04
540 0.04
545 0.04
550 0.03
555 0.03
560 0.03
565 0.03
570 0.02
575 0.02
580 0.02
585 0.02
590 0.02
595 0.02
600 0.02
605 0.01
610 0.01
815 0.01
62tl 0.01
625 0.01
630 0.01
635 0.01
640 D.Ot
645 0.01
650 0.01
655 0.01
680 0.01
665 0.01
670 0.01
675 0.00
660 0.00
685 0.00
690 0.00
695 0.00
700 0.00
705 0.00
710 O.DO
715 0.00
720 0.00
725 0.00
730 0.00
POND 1
2042

• • •
BROOKSTONE SUBDIVISION
PREDEVELOPMENT POND #1 HYDROGRAPH
10 YEAR STORM EVENT
30.00 __ _ _ _ _------_. _----- --___._--_______..__ ___ _----- --- --- --- --------- -- --- - _ -- - _ _ _ _ _ _ _
25.00
20.00
,..
V
~ 15.00
O
J
LL
10.00
5.00
0.00
0 60 120 180 240 300 360 420 480 540 600
TIME (MINIUTES)

• •
PROJECT: BROOKSTONE SUBDIVISION
ENGINEER: MALPASS 8~ ASSOCIATES
DEVELOPER: KENNETH SMITH PROPERTIES, INC
DATE: MAY 11, 2006
•
STORMWATER INLET DRAINAGE AREAS AND INFLOW FROM THE 10 YEA R STORM FOR POND 1
DR AINAGE SUB-AREAS (AC) COMPOSITE INTENSITY
ID TOTAL AREA (AC) DRIVEWAYS/
SIDEWALKS PAVEMENT/
SIDEWALKS BUILDINGS GRASS
COVER C (10-YR) DISCHARGE
CBOT 1.147 O.d83 0,244 0.098 0.722 0.516 7.500 4.439
-C~~ _ _ D.7-34 il.OF2 - fl.1~75 D:069 0.42.4 0:549 7.5{x© 3.fl~2 -
CB03 0.645 0.062 0.127 0.041 0.415 0.506 7.500 2.448
-r
44'g3~;
(~~:
`4 ~8T1 ;.
- ~l:(163. `
, 0552' .
4`44 ':
`: 7~0~;
3 ~~~ .
CB05 0.158 0.021 0.024 0.012 0.101 0.510 7.500 0.604
_ °~ ~1.~3fi _ ...._ _~ 0.~2~~, _ D_ , , - _ D~I~i9_ 0.90 ~ ._., O~QS 7_~~_, -~ 5.
CB07 0.956 0.021 0.175 0.055 0.705 0.437 7.500 3.133
. i=439:; 0.062 t1~30; Qi~~2 I1t~55 (~5~5 7_Si]U: 4.Q13
CB09 1.160 0.104 0.260 0.104 0.692 0.540 7.500 4.698
._-
CBrO'_
. ISO
O.i2?~..
OY226
0:13$
is#lI4
D~tBS .
7.-
ST460
I3IOI=~=; .,,. 0:~ .. 0: - D:~(1~ - ' ' 0~~9~ Ii~42 E332~~- '7 ~ ~:27tI _- .
-D102 0.859 OA00 -0.000 0.057 0.802 0,300 7.500 1.933
..T
- =- 3
0:68
0 _
O,d~O ; _ .
Q.4 _
{1:582 _
0~©5
7.5~-
i..43Z ~ ....:
DI04 0.460 0.000 0.000 0.057 0.403 0.343 7.500 1.183
_~ _ ; 0.833 11.II40 - ~t)~090 -, - 0_-0$0. _Q~753 - U_322 . _ .7.5AU ... 2<Q~2..
DI10 0.664 0.000 0.000 0.080 0.584 0.340 7.500 1.693
POND 1.820 0.000 0.000 0.050 1.770 0.271
TOTAL 15.890 0.705 1.904 1.283 12.000 0.390

Post-developed runoff rate -Pond 1 Undetained
C=?
A composite C will be required due to the mixed surface type. A weighted
average will be used based on the area covered by each surface type. Only the rear
of some lots is undetained so there will be no pavement or sidevyalks within these
areas. The composite C will be calculated with'base coefficients of .25 for grass
and 1.0 i-or buildings.
Composite C = 1 * 0'22 + 0.25 * 5'73 =0.28
5.95 5.95 )
Runoff Intensity =?
Assuming the overland flow path to be paved generates a time to
concentration less than 5 minutes. Therefore, the intensity is 7.S inches (SD-1).
Flow (Q) _?
Q == CIA
4~=0.28*7.5*5.95
4~ =12.SOcfs
Curve Number =?
1'he composite curve number is the weighted average of the applicable
curve numbers. The assumed values are 98 for building areas and 74 for
the grass areas.
~-'Nrorar-~o„ry~s~re = 98I ~.95) + 74I 5.95) - 75
Retention IS) _?
1000
S= -10
CN
,~., ~ 1000 _ 10 = 3.33
75
'.

• Post-developed runoff rate -Pond 1 Undetained (cant.)
Runoff =?
ff ( ) - (P - o.2s)2
nuno in
(P + 0.8S)
Pitt County 10 year 24 hour rainfall is 4.4 inches. Therefore,
1Zunoff (in) . ~4.4 - 0.2 * 3.33)2 =1.97
Time to Peak(TP) _?
TP (min) -Volume
1.37QP
~, _ 1.97 * 5.95 * 43,560 = 41 min
y 1.37*12.SQ*12*60
Hydroctraph =?
. Set a unit hydrograph to peak at 12.50 cfs at 41 minutes. The calculation
of Q is dependant on time where:
0 <_ t <_ 1.25, Q= Qr 1-cos p~* t
P
-1.42 ~
t > 1.25,Q = 5.37QPe rP
•

. POSTDEVELOPMENT POND #1
UNDETAINED RUNOFF HYDROGRAPH' (10-yr)
•

Project: Brookstone Subdivision
Engineer: Malpass & Associates
Developer: Kenneth Smitlt
Date: May 16, 2006
Peak Flow (CFS) = 12.5
Time to
Peak(Minutes) = 41

Time
Minutes) Runoff
CFS
0 0.00
2 0.07
4 0.29
6 0.65
8 1.14
10 1.75
12 2.48
14 3.26
i6 4.14
18 5.06
20 6.01
22 6.97
24 7.91
26 8.81
28 9.65
30 10.41
32 11.07
34 11.62
38 12.05
36 12.34
40 12.48
42 12.48
44 12.34
46 12.05
48 11.62
50 17.07
52 10.41
54 10.34
56 9.65
58 9.00
60 6.40
sa 7.64
64 7.32
66 6.83
BS 6.37
70 5.94
72 5.55
74 5.17
76 4.83
78 4.50
80 4.20
82 3.92
84 3.66
86 3.41
88 3.19
90 2.97
92 2.77
94 2.59
96 2.41

Time
Minutes Runoff
CFS
98 2.25
100 2.10
It02 1,9e
'i104 1.63
'106 1 1
108 1.59
!110 1.49
'112 1.39
'114 1.29
116 1.21
!118 1.13
'12U 1.b5
X422 0.98
124 0.62
;126 0.85
1128 0.60
':;130 O.y4
132 0.~9
.134 0.65
x!136 0.60
.'138 p,~
",140 0.53
1742 0.49
';144 0,48
146 0.43
148 0.40
150 0,27
152 0.35
',154 0.32
156 0. 0
'158 0.28
'',160 0.26
162 0.25
.164 0.23
1166 0,' 1
'.168 0.20
170 0.~9
172 0.17
174 0.16
176 0.15
!178 0.14
'180 O.i3
'182 0.12
!184 0.11
'.188 0.11
188 0.10
1190 0.69
192 0.
i 94 0.08
POND 1
101

•
•

Time
Minutes Runoff
(CFS)
196 0.08
198 0.07
200 0.07
202 0.06
204 0.06
208 0.05
208 0.05
210 0.05
212 0.04
214 0.04
216 0.04
218 0.04
220 0.03
222 0.03
224 0.03
226 0.03
228 0.02
230 0.02
232 0.02
234 0.02
236 0.02
238 0.02
240 0.02
242 0.02
244 0.01
248 0.01
248 0.01
250 0.01
252 0.01
254 0.01
256 0.01
256 0.01
260 0.01
262 0.01
264 0.01
266 0.01
268 0.01
270 0.01
272 0.01
274 0.01
278 0.00
278 0.00
280 0.00
282 0.00
284 0.00
286 0.00
288 0.00
290 0.00
292 0.00
POND 1
2of2

•
14.00
12.00
10.00
~ 8.00
v
3
~ 6.00
4.00
2.00
0.00

BROOKSTONE SUBDIVISION
POSTDEVELOPMENT POND #1 UNDETAINED RUNOFF
HYDROGRAPH -10 YEAR STORM EVENT
•
TIME (MINIUTES)
0 60 120 180 240

Post-developed runoff rate -Pond 1 Detention Inflow
G=?
The weighted average of the runoff coefficients for the areas is 0.44.
Runoff Intensity =?
Assuming the overland flow path to be paved generates a time to
concentration less than 5 minutes. Therefore, the intensity is 7.S inches (SD-1).
Flow IGt) _?
S~=CIA
Q=0.44*7.5*15.89
Q = 52.44cfs
Curve Number =?
The composite curve number is the weighted average of the applicable
curve numbers. The assumed values are 98 for pavement and building
areas and 74 for the grassed areas.
~, 3.89 12.00
(,Nmrar-~ampas~re = 98 15.89) + 74~ 15.891= 80
J
Retention (S) _?
1000
S= -10
CN
.y~_ 1000_10-2.50
80
Runoff =?
Runoff (in) _ (P - 0.25)2
(P + 0.8S)
Pitt County 10 year 24 hour rainfall is 4.4 inches. Therefore,
Runoff (in) _ (4.4 - 0.2 * 2.5)2 = 2.38

Post-developed runoff rate -Pond 1 Detention Inflow (cont.)
Time to Peak(TP) _?
Volume
1 P (min) _
1.37QY
~, _ 2.38 * 15.89 * 43,560 = 32 min
P 1.37*52.44*12*60
Hydrograph =?
Set a unit hydrograph to peak at 52.44 cfs at 32 minutes. The calculation
of Q is dependant on time where:
0 <_ t <_ 1.25, Q= Q~ 1-cos p~* t
P
-1.42 ~
t > 1.25,Q = 5.37QPe rP
•
\J

• POSTDEVELORMENT POND #1
RUNOFF INFLOW HYDROGRAPH (10-yr)
•
•
Project: Brookstone Subdivision
Engineer: Malpass 8 Associates
Developer: Kenneth Smith
Date: May 16, 2006
Peak Flow (CFS) = 52.44
Time to
Peak(Minutes) = 32

Time
Minutes Runoff
(CFS
0 0.00
2 0.50
4 2.00
6 4.42
8 7.68
10 11.65
12 16.19
14 21.10
16 26.22
18 31.34
20 38.25
22 40.79
24 44.76
26 48.02
28 50.44
30 51.94
32 52.44
34 51.94
36 50.44
38 48.02
40 44.76
42 43.87
44 39.96
46 38.57
48 33.46
50 30.62
52 28.02
54 25.64
58 23.46
58 21.47
60 19.85
62 17.98
64 16.45
68 15.06
68 13.78
70 12.81
72 11.54
74 10.56
78 9.86
78 8.84
80 8.09
82 7.40
~ 8.77
88 8.20
88 5.67
90 5.19
92 4.75
~ 4.35
98 3.98

Tim
Minutes Runoff
CFS)
98 3.64
1 ~ 3.33
102 3.05
'104 2.79
106 2.65
1108 2.33
110 2.14
It12 1.96
114 1.79
118 1.64
118 1.60
' 120 1.37
122 1.25
'..124 1.15
128 1.05
128 0,96
130 0.88
1132 0.80
134 0.74
'136 0.87
138 0.62
140 p,~
142 O.b2
' 144 0.47
146 0.43
'148 0.40
.150 0.36
152 0.33
154 0.90
.156 0.28
'158 0.25
160 0.23
.162 0.21
164 0.19
'166 0.18
X168 0.16
170 0.15
172 0.14
.174 0.12
176 0.11
178 0.10
180 0.10
'182 0.09
'184 0.08
'186 0.07
188 0.07
190 0.06
492 0.08
194 0.05
POND 1
1 oP2

•
•

Time
Minutes) Runoff
(CFS
198 0.05
198 0.04
200 0.04
202 0,04
204 0.03
20s 0.03
208 0.03
210 0.03
212 0.02
214 0.02
21s o.02
21 a o.02
220 o.oz
22 0.01
224 0.01
228 0.01
228 0.01
230 0.01
232 0.01
234 0.01
236 0.01
238 0.01
240 0.01
242 0.01
244 0.01
248 0.01
248 0.00
250 p,Op
252 O,p0
254 0.00
258 0.00
258 0,00
zso o.oo
2s2 0,00
2sa a.oo
2s6 0.00
288 0,00
270 0.00
272 0.00
274 0.00
276 0.00
278 0.00
280 0,00
282 0.00
264 D.00
288 0,00
288 0.00
290 0.00
292 0.00
POND 1
2of2

• • •
BROOKSTONE SUBDIVISION
POSTDEVELOPMENT POND #1 HYDROGRAPH
10 YEAR STORM EVENT
6U.UU
50.00
40.00
V
~ 30.00
O
J
LL
20.00
10.00
0.00
C
r

i
i
a
6
t
I
0 60 120 180 240
TIME (MINIUTES)

Detention Volume Required
Sr = (~~ - Qo )TP
S r = Storage Re quired (cf )
Q; = Peaklnflow{cfs)
Qo = PeakOutflow(cfs)
TP = TimetoPeak(s)
S,. _ (~2.44cfs -14.80cfs) * 32 min* 60 sec/ min
Sr = 72,268cf

•

Nutrient Removal for Pond #1
Detention Pond #1
What is the volume to be controlled from a 1" storm
Step l -Find the surface area of the uermanent pool
impervious = 24%
Assume average permanent pool depth of 3 feet
From Table 1.1 the SA/DA for 24% impervious is 1.1
Criven a drainage area of 15.89 acres yields a required surface area of:
Surface area required = (0.011) * (15.89 acres) * (43,560 SF/acre)
Surface area required =7,614 square feet
Step 2 -Find the volume to be controlled by a 1" storm
impervious = 24%
Drainage area = 15.89acress
iJsing the runoff volume calculations in the "Simple Method" as described
by Schueler (1987)
Rv= 0.05 + 0.009(I)
Rv =runoff coefficient =storm runoff (inches)/storm rainfall
(inches)
I =Percent impervious =Impervious azea/Drainage azea
Rv= 0.05 + 0.009(24)
Rv = 0.266 (in./in.)
Controlled Volume = (Design rainfall )*(Rv)*(Drainage Area)
Controlled Volume = (1 in)(0.266)(1/12)(15.89)
Controlled Volume = 0.35 ft*ac = 15,250 cf
•

Step 3 -Find the stage of the pond for the volume to be contrc+lled
•
•

•
POND 1 STAGE STORAGE
CONTOUR AREA (sf) INCREMENTAL
VOLUME CUMULATIVE
VOLUME STAGE
ft
47.75 9864
48 10856 2590 2590 0.5
49 20458 15657 18247 1.5
50 22554 21506 39753 2.5
51 24747 23650.5 63403.5 3.5
52 26998 25872.5 89276 4.5
Stage storage function: S = Ks*z"b
S =storage volume (cf)
z =stage (ft)
Ks =constant
b =constant
b = In(S2/S1) / In(z2/z1)
b = 1.64
Ks = S/z^b
Ks = 9371.46 '
S = 9371.46 * z^1'..64
What is the stage of the pond for a volume of 15,250 cf (BMP storage)
IFS = 1525U
z = 1.344855629
•

Step 4 -Size the outlet
What is the estimated size of the orifice(s) to control the runofffrom a 1
inch rainfall such that the water is retained within the wet detention pond
for a period or2. S days.
Average outflow for 2. S day drawdown:
_ 15,250cf =0.071 cfs
'L.Sdays * 24hr /day * 60 min/ hr * 60 sec/ min
Q=0.071 CFS
Height of water in pond for 1 inch runoff = 1.3 Feet
Q=(Cd) *(A) * (2gh)^0.5
Q =Flow (CFS)
Cd =Constant = 0.58
A =Area of orifice (SF)
g =gravity (32.2 ft/s^2)
h =driving head - ft
Q=(Cd) *(A) * (2gh)^0.5
0.071 = (0.58)*(A) *(((2)*(32.2)*(1.3))^0.5)
A = 0.013 square feet
Area = (pi) *((d)^2)/4
0.013 square feet = (pi) * ((d)^2)/4
d.= 0.13 ft ~ 1.5 inches
let d = 1.5 inches
Let riser bean 24 inch pipe with the horizontal outlet (barrel) being 18 inches in
size.
MAINTENANCE
Debris should be removed whenever it accumulates, or at least twice annually.
Wetlands should be inspected annually after a rain event to ensure that the basin is
operating as designed.
At a minimum, items that should be inspected are:
1. clogging of the outlet or too rapid a release
2. erosion on the banks
3. erosion at the inlets and outlet
4. sediment accumulation and the need for removal
5. proper vegetation cover and growth
•

Detention Pond Size
The approximate size of the detention pond is determined from it's location on the
site. This information, along with the inflow hydrograph was used in the Pond PackTM
software package. The peak discharge is 14.17 cfs, this is below the maximum of 14.80
cfs. (Pond Pack Report pg 1.01). The resulting peak storage is approximately 88,000 cf.
•
•

•
"Pond Pack Report"

•

Elev. vs. Area Surface
POND 10
•

52
51

50
m
w
49
48f
47 f--- -1-- --r- _i _ _t __- -i-- -t--.. -~- --- -~ ----+----i - -+-- -i-----+ ---+---+- - + -. _-F-_ t-- -F - -- i
8000 10000 12000 14000 16000 18000 20000 22000 24000 26000 28000
Area Surface (sq.ft)
•

Elev. vs. Volume
POND 10
~._~
•
52
51
501-

m
w
49
48
47 I-- t -t- -+~- -- t- +--t - + ~ -1-_t_ +---~-+--+-+- r---+ ~-+_ _ ~+ -+- ~~- -+-+ ~--+ +- ~~---~ ~--1 - r -+ -~- t- - _ _~ _i _ r -1
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.'1
Volume (ac-ft)
•

Hydrograph
POND 1 -INFLOW 1
•
60
50
40
,. I
3 30 -
0
u.
20 ~
i

10 1
0 - - - -- -
r-
0
1 2
Time (hrs)
•
T.~s_~ --=~ ~--- ~ - -- --= ~ _-_-_ _ ._i
3 4 5

Hydrograph
POND 10 OUT 1
16.
i 1
14
12
10
,-.
3 8
0
6
4
2 '~
I
i
0
~_
--1---
+- __ ~ --- t
0 10 20
•
30 40 50 60 70 f0 90 100
Time (hrs)
•

Elev. vs. Time
POND 10 OUT 1
52 -
i -~~~
~,
51 I '.
50
m
w
49
48~;
47 ~ _ _-- ~- --r- - . t -- --r -_ -+- _-1-- ---+----~ ---+- - - i _ - i -- -~ --- t _ --r _1 - --r
0 10 20 30 40 50 60 70 80
Time (hrs)
•
-r- - t --- -+ ---i
90 100

Elev. vs. Flow
POND 1 OUTLET
52
51
50
.-.
m _ -
w _ __
49
48
47 1 --t-- _ -+--+--- i-- r --- i -- i -+ -+ i_ + -+ + -+ -+-- t -+---1 ~---- -t -i---1 _- r---+ -i - +--+- r- i
0 1 2 3 4 5 6 7 8 9 1~ 11 12 13 14 15
Flow (cfs)
[7
•

Volume vs. Time
POND 10 OUT 1
22T
2.0 [;
~'~
1.8
_I ~I
1.6
1.4
U
~ 1.2
m
~ 1.0
0
~ 0.8
0.6
0.4
0.2 f
0.0
0
•
•

Job File: M:\Hsestad\PondPack\P700-799\p776-Brookstone\P776-PONDI.PPW
Rain Di r: M:\H~estad\PondPack\P700-799\p776-Brookstone\
r
JOB TITLE
Project Date: 5/16/2006
Project Engineer: William K. Malpass
Project Title: Pond "1
Project Comments:
•
•
S/N: EFYXYWGY~'NFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Table of Contents
i
•
****************~:***** MASTER SUMMARY **********************
Watershed....... Master Network Summary ............. 1.01
*************** NETWORK SUMMARIES (DETAILED) ***************
Watershed....... 1
Executive Summary (Nodes) .......... 2.01
Executive Summary (Links) .......... 2.02
Network Calcs Sequence ............. 2.03
******************** RUNOFF HYDROGRAPHS ********************
HYD QUEUE 10.... 1
Read HYG ........................... 3.01
•
*********************** HYG ADDITION ***********************
OUT 10.......... 1
Node: Addition Summary ............. 4.01
****************k*****k TIME VS.ELEV ***********************
POND 10 OUT 1
Time-Elev .......................... 5.01
**************+********* TIME VS.VOL ***********************
POND 10 OUT 1
Tirne vs. Volume .................... 6.01
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Table of Contents

ii
******************+***. POND VOLUMES ***********************
POND 10......... Vol: Elev-Area ..................... 7.01
******************** OUTLET STRUCTURES *********************
POND 1 OUTLET... Outle- Input Data .................. 8.01
Inciv_dual Outlet Curves ........... 8.04
Composite Rating Curve ............. 8.16
***************+******- POND ROCiTING ***********************
POND 10......... Por.d E-V-Q Table ................... 9.01
POND 10 IN 1
Noce: Pond Inflow Summary .......... 9.04
POND 10 OUT 1
Pord I:outinq Summary ...............
Pond f;outed HYG (total out) ........ 9.06
9.07
ROUTE 10........ 1
Diverted Hydrograph ................ 9.17
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpas~ & Associates
5/26/2006

•
Type.... Master Network Summary Page 1.()1
Name.... Watershed
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
MASTER DESIGN STORM SUMMARY
Hydrograph Queue Only Network
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
Hydrograph File Import Option Used For 1 node(s)
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return HYG Vol
Node ID Type Event ac-ft Trun
HYD QUEUE 10 HYG 1 3.182
*OUT 10 JCT 1 3.075 R
POND 10 IN POND 1 3.184
POND 10 OUT POND 1 3.075 R
J
Max
Qpeak Qpeak Ma}: WSEL Pond Storage
hrs cfs ft ac-ft
.5333 52.49
l.loo0 14.17
.5500 52.19
1.1000 14.17 51.87 2.021
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

•
Type.... Executive Summary (Nodes) Page 2.01
Name.... Watershed Event• 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vo]_ Qpeak Qpeak Max WSEL
Node ID
------------- Type
---- ---- ac-ft
---------- Trun. hrs
- cfs ft

HYD QUEUE 10
HYG
3.182. -- ---------
.5333 -------- ---------
52.44
Outfall OUT 10 ,7CT 3.07~i R 1.1000 14.17
POND 10 IN POND 3.184 .5500 52.19
POND 10 OUT POND 3.0741 R 1.1000 19.17 51.87
•
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Executive Summary (Links) Page 2.02.
Name.... Watershed Event: 1 yr.
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
NETWORK SUMMARY -- LINKS
(UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node)
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Peak Time Peak Q
Link ID Type ac-ft Trun. hrs cfs End Points
ADDLINK 10 ADD UN 3.182 .5333 52.94 HYD QUEUE 10-
DL 3.182 .5333 52.44
DN 3.184 .5500 52.19 POND 10 IN
ROUTE 10 PONDrt UN 3.184 .5500 52.19 POND 10 IN
ROUTE 10 3.075 R 1.1000 14.17 POND 10 OUT
DL 3.075 R 1.1000 14.17
DN 3.075 R 1.1000 14.17 OUT 10
•
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Network Calcs Sequence Page 2.03
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\F>776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
NETWORK RUNOFF NODE SEQUENCE

Runoff Data
Apply to ----
Node ----------g-------------_
Receivin Link
Read HYGHYD QUEUE 10 HYG Qin HYD QUEUE 10 Add Hyd HYD QUEUE 10
•

S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

•
Type.... Network Calcs Sequence Page 2.(~4
Name.... Watershed Event: 1 ~~r.
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
NETWORK ROUTING SEQUENCE
•
•
Link Operation UPstream Node DNstream Node
Add Hyd ADDLINK 10 HYG Qin HYD QUEUE 10 Pond POND 10 IN
POND ROUTE TOTAL C~TFLOW...
Total. Pond Outflow Pond POND 10 IN Outflow POND 10
SET POND ROUTING LINK TO TOTAL POND OUTFLOW...
Outlet ROUTE 10 Outflow POND 10 OUT Jct OUT 10
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
OUT
Nalpass & Associates
5/26/2006

Type.... Read HYG Page 3.01
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\1>776-Brookstone\p776-pondl.ppw
Storm... Tag: 1
HYG file =
HYG ID = POND 1 - INFLOW
HYG Tag = "l.
Peak Discharge = 52.49 cfs
Time to Peak = .5333 hrs
HYG Volume = 3.].82 ac-ft
HYDROGRAPH ORDINATES (cfs)

•
Time I Output Time increment = .0333 hrs
hrs I
---------I- Time on
----------- left represents
---------~-- time for first value in each ros.

.0000 I
.00 ----
.50 ----------
2.00 --------------
4.42 ------------
7.63
.1667 I 11.65 16.19 21.10 26.22 31.34
.3333 I 36.25 40.79 49.76 48.02 50.49
.5000 I 51.99 52.44 51.94 50.44 48.02
.6667 I 44.76 43.67 39.96 36.57 33.9:i
.8333 I 30.62 28.02 25.64 23.46 21.47
1.0000 I 19.65 17.98 16.45 15.06 13.73
1.1667 I 12.61 11.54 10.56 9.66 8.84
1.3333 I 8.09 7.90 6.77 6.20 5.67
1.5000 I 5.19 4.75 9.35 3.98 3.64
1.6667 I 3.33 3.05 2.79 2.55 2.33
1.8333 I 2.14 1.96 1.79 1.64 1.5~
2.0000 I 1.37 1.25 1.15 1.05 .9a
2.1666 I .88 .80 ,74 .67 .6?
2.3333 I .56 .52 .47 .43 .9~
2.5000 I .36 .33 .30 .28 .2~
2.6666 I .23 .21 .19 .18 .15
2.8333 I .15 .19 .12 .11 .1J
3.0000 I .10 .09 .08 .07 .07
3.1666 I .O6 .06 .05 .05 .09
3.3333 I .04 .04 .03 .03 .03
3.5000 I .03 .02 .02 .02 ,0?
3.6666 I .02 .O1 .O1 .O1 .01.
3.8333 I .O1 .O1 .O1 .O1 .01
4.0000 I .O] .O1 .O1 .O1 .Ol
4.1666 I .00 .00 .00 .00 .0]
9.3333 I .00 .00 .00 .00 .OJ
4.5000 I .00 .00 .00 .00 ,0]
4.6666 I .00 .00 .00 .00 .OJ
4.8333 I .00 .00 .00 .00 ,OJ
5.0000 I .00
S/N: EFYXYWGYYNFB dalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Page 9.01
Name.... OUT 10 Event: 1 yr_
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
SUMMARY FOR HYDROGKAPH ADDITION
at Node: OUT 10
HYG Directory: M:\Haestad\PondPack\P700-799\p776-Brookstone\
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
----------------------------------------------------------------------------
WARNING: Adding in hydr_ograph that is truncated on right...
ROUTE 10 POND 10 IN work pad.hyg ROUTE 10 1
INFLOWS T0: OUT 10
---------------------------------------- Volume Peak Time Peak F]_ow
HYG file HYG ID HYG tag ac-ft hrs cfs
work_pad.hyg ROUTE 1.0 1 3.075 1.1000 14.17
TOTAL FLOW INTO: OUT 1.0
----------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG taq ac-ft hrs cfs
----------------------------
work_pad.hyg OUT 10 1 3.075 1.1000 14.17
•
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Page 4.02
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TOTAL NODE INFLOW...
HYG file = M:\Haestad\PondPack\P700-799\p776-Brookstone\work pad.hyg
HYG ID = OUT 10
HYG Tag = 1
-----------------------------------
Peak Discharge = 14.17 cfs
Time to Peak = 1.1000 hrs
HYG Volume = 3.075 ac-ft
HYDROGRAPH ORDINATES (cfs)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
--------- time for first value in each row.

.1500 I
.00 ------
.02 ----------
.09 ---------------
.05 -----------
.07
.4000 I 3.93 7.71 8.88 9.95 10.87
.6500 I 11.67 12.32 12.85 13.26 13.56
.9000 I 13.80 13.96 19.07 19.14 19.17
1.1500 I 14.17 14.14 19.09 19.02 13.93
1.9000 I 13.82 13.70 13.56 13.41 13.2Fi
1.6500 I 13.09 12.92 12.79 12.55 12.35
1.9000 I 12.16 11.96 11.75 11.59 11.3'2
2.1500 I 11.09 10.87 10.65 10.43 10.21
2.4000 I 9.98 9.76 9.53 9.30 9.08
2.6500 I 8.85 8.62 8.40 8.18 7.95
2.9000 I 7.73 7.50 7.27 6.79 6.02
3.1500 I 5.19 9.49 3.89 3.35 2.95
3.4000 I 2.59 2.29 2.05 1.84 1.65
3.6500 I 1.48 1.33 1.21 1.11 1.02
3.9000 I .94 .86 .79 .73 .67
4.1500 I .62 .57 .52 .98 .46
4.9000 I .99 .41 .40 .38 .36
4.6500 I .39 .33 .31 .30 .28
4.9000 I .27 .26 .25 .23 .22
5.1500 I .21 .20 .19 .19 .18
5.4000 I .17 .16 .15 .15 .14
5.6500 I .13 .13 .12 .12 .11.
5.9000 I .10 .10 .10 .09 .09
6.1500 I .08 .OB .08 .07 .07
6.4000 I .07 .06 .06 .06 .06
6.6500 I .06 .06 .06 .06 .06
6.9000 I .06 .06 .06 .06 .06
7.1500 I .06 .06 .06 .06 .06
7.4000 I .06 .06 .06 .06 .06
7.6500 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Node: Addition Summary Page 4.03
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- :left represents
-------------- time for first value in each row.

7.9000 I
.06 -
.06 ----------
.06 ----------------
.06 -----------
.06
8.1500 I .06 .06 .06 .06 .06
8.4000 I .06 .06 .06 .06 .06
8.6500 I .06 .06 .06 .06 .06
8.9000 I .06 .06 .06 .06 .06
9.1500 I .06 .06 .06 .06 .06
9.4000 I .06 .06 .06 .06 .06
9.6500 I .06 .06 .06 .06 .06
9.9000 I .06 .06 .06 .06 .06
10.1500 I .06 .06 .06 .06 .06
10.4000 I .06 .06 .06 .06 .06
10.6500 I .06 .06 .06 .06 .06
10.9000 I .06 .06 .06 .06 .06
11.1500 I .06 .06 .06 .06 .06
11.4000 I .06 .06 .06 .06 .06
11.6500 I .06 .06 .06 .06 .06
11.9000 I .06 .06 .06 .06 .06
12.1500 I .06 .06 .06 .06 .OFi
12.4000 I .OF> .06 .06 .06 .06
1.2.6500 I .06 .06 .06 .06 .06
12.9000 I .06 .06 .06 .06 .06
13.1500 I .06 .06 .06 .06 .06
13.9000 I .06 .06 .06 .06 .06
13.6500 I .06 .06 .06 .06 .06
13.9000 I .06 .06 .06 .06 .06
19.1500 I .06 .06 .06 .06 .06
14.4000 I .06 .06 .06 .06 .06
14.6500 I .06 .06 .06 .06 .06
19.9000 I .06 .06 .06 .06 .OFi
15.1500 I .06 .06 .06 .06 .06
15.4000 I .06 .06 .06 .06 .06
15.6500 I .06 .06 .06 .06 .06
15.9000 I .06 .06 .06 .06 .06
16.1500 I .06 .06 .06 .06 .06
16.4000 I .06 .06 .06 .06 .06
16.6500 I .06 .06 .06 .06 .06
16.9000 I .06 .06 .06 .06 .06
17.1500 I .06 .06 .06 .06 .06
17.4000 I .06 .06 .06 .06 .06
17.6500 I .06 .06 .06 .06 .06
17.9000 I .06 .06 .06 .06 .06
18.1500 I .06 .06 .06 .06 .06
18.4000 I .06 .06 .06 .06 .06
18.6500 I .06 .06 .06 .06 .06
18.9000 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Pace 4.09
Name.... OOT 10 Event: 1 yr
File.... M:\Haestad\PondPack\1?700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------------- s time for first value in each row.

19.1500 I
.06 -
.06 ----------
.06 ----------------
.06 -----------
.06
19.4000 I .06 .06 .06 .06 .06
19.6500 I .06 .06 .06 .06 .06
19.9000 I .06 .06 .06 .06 .06
20.1500 I .O6 .06 .06 .06 .06
20.4000 I .06 .06 .06 .06 .06
20.6500 I .06 .06 .06 .06 .06
20.9000 I .06 .06 .06 .05 .05
21.1500 I .05 .05 .05 .05 .05
21.4000 I .05 .05 .05 .05 .05
21.6500 I .05 .05 .05 .05 .05
21.9000 I .05 .05 .05 .05 .05
22.1500 I .05 .05 .05 .05 .0.i
22.4000 I .05 .05 .05 .05 .05
22.6500 I .05 .05 .05 .05 .05
22.9000 I .05 .05 .05 .05 .05
23.1500 I .05 .05 .05 .05 .05
23.4000 I .05 .05 .05 .05 .05
23.6500 I .05 .05 .05 .05 .05
23.9000 I .05 .05 .05 .05 .05
24.1500 I .05 .05 .05 .05 .05
24.4000 I .05 .05 .05 .05 .05
24.6500 I .05 .05 .05 .05 .05
29.9000 I .05 .05 .05 .05 .05
25.1500 I .05 .05 .05 .05 .05
25.9000 I .05 .05 .05 .05 .05
25.6500 I .05 .05 .05 .05 .05
25.9000 I .05 .05 .05 .05 .05
26.1500 I .05 .05 .05 .05 .05
26.4000 I .05 .05 .05 .05 .05
26.6500 I .05 .05 .05 .05 .05
26.9000 I .05 .05 .05 .05 .05
27.1500 I .05 .05 .05 .05 .05
27.9000 I .05 .05 .05 .05 .05
27.6500 I .05 .05 .05 .05 .05
27.9000 I .05 .05 .05 .05 .05
28.1500 I .05 .05 .05 .05 .05
28.9000 I .05 .05 .05 .05 .05
28.6500 I .05 .05 .05 .05 .05
28.9000 I .05 .05 .05 .05 .05
29.1500 I .05 .05 .05 .05 .05
29.4000 I .05 .05 .05 .05 .05
29.6500 I .05 .05 .05 .05 .05
29.9000 I .05 .05 .05 .05 .05
30.1500 I .05 .05 .05 .05 .05
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Node: Addition Summary Page 9.05
Name.... OUT 10 Event: 1 yr_
File.... M:\Haestad\PondPack\P700-799\p776- Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
--------- s time for first value in each .row.

30.4000 I
.05 -----
.05 ----------
.05 -------------
.0_`~ -------------
.05
30.6500 I .05 .05 .05 .0_`. .05
30.9000 I .05 .05 .05 .0`. .05
31.1500 i .05 .05 .05 ,05 .05
31.4000 I .05 .05 .05 .05 .05
31.6500 I .05 .05 .05 .05 .05
31.9000 I .05 .05 .05 .05 .05
32.1500 I .05 .05 .05 .05 .05
32.9000 I .05 .05 .05 .0~ .05
32.6500 I .05 .05 .05 .05 .05
32.9000 I .05 .05 .05 .05 .05
33.1500 I .05 .05 .05 .05 .05
33.4000 I .05 .05 .05 .0` .05
33.6500 I .05 .05 .05 .05 .05
33.9000 I .05 .OS .05 .0_ .05
34.1500 I .05 .05 .05 .0` .05
34.4000 I .05 .05 .05 .05 .05
34.6500 I .05 .05 .05 .0~ .05
34.9000 I .05 .05 .05 .0` .0`i
35.1500 I ,05 .05 .05 .0` .05
35.4000 I .05 .05 .05 .OG .05
35.6500 I .05 .05 .05 .0` .05
35.9000 I .05 .05 .05 .0~ .05
36.1500 I .05 .05 .05 .05 .05
36.4000 I .05 .05 .05 .OG .05
36.6500 I .05 .05 .05 .0` .05
36.9000 I .05 .05 .05 .0` .05
37.1500 I .05 .OS .05 .05 .05
37.4000 I .05 .05 .05 .0` .05
37.6500 I .05 .05 .05 .05 .05
37.9000 I .05 .05 .05 .05 .05
38.1500 I .05 .05 .05 .05 .05
38.4000 I .05 .05 .05 .05 .05
38.6500 I .05 .05 .05 .05 .05
38.9000 I .05 .05 .05 .05 .05
39.1500 I .05 .05 .05 .05 .05
39.4000 I .05 .05 .05 .05 .05
39.6500 I .05 .05 .05 .05 .05
39.9000 I .05 .05 .05 .05 .05
40.1500 I .05 .05 .05 .05 .05
40.4000 I .05 .05 .05 .05 .05
40.6500 I .05 .05 .05 .05 .05
90.9000 I .05 .05 .05 .05 .05
41.1500 I .05 .05 .05 .05 .05
91.4000 I .05 .05 .05 ,05 .05
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Node: Addition Sununa°y Page 4.06
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\3700-759\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPc ORDINATES (cfs)
Time I Output Tine increment = .0500 hrs
h.rs I
---------I- Time on
----------- left represent
------------ s time for first value in each row.

91.6500 I
.05 --
.05 ----------
.05 -------------
.05 -------------
.05
41.9000 I .05 .05 .05 .05 .05
42.1500 I .05 .05 .05 .05 .05
42.4000 I .05 .05 .05 .05 .05
42.6500 I .05 .OS .05 .05 .05
92.9000 I .05 .05 .05 .05 .0`.i
43.1500 I .05 .05 .05 .05 .05
93.9000 I .05 .05 .05 .05 .05
43.6500 I .05 .05 .05 .05 .05
43.9000 I .05 .05 .05 .05 .05
94.1500 I .05 .05 .05 .05 .05
44.4000 I .05 .05 .05 .05 .05
49.6500 I .05 .05 .05 .05 .05
49.9000 I .05 .05 .05 .05 .05
95.1500 I .05 .05 .05 .05 .05
45.9000 I .05 .05 .05 .05 .05
45.6500 I .05 .05 .05 .05 .05
45.9000 I .05 .05 .05 .05 .05
46.1500 I .05 .05 .05 .05 .05
46.9000 I .05 .05 .05 .05 .05
46.6500 I .05 .05 .05 .OS .05
96.9000 I .05 .05 .05 .05 .05
47.1500 I .05 .05 .05 .05 .05
47.4000 I .05 .05 .05 .05 .05
47.6500 I .05 .05 .05 .05 .05
47.9000 I .05 .05 .05 .05 .05
48.1500 I .05 .05 .05 .05 .O5
48.9000 I .05 .05 .05 .05 .05
48.6500 I .OS .05 .05 .05 .05
98.9000 I .05 .05 .05 .05 .05
99.1500 I .05 .05 .05 .05 .05
49.4000 I .05 .05 .05 .05 .05
49.6500 I .05 .05 .04 .04 .04
49.9000 I .04 .04 .04 .04 .04
50.1500 I .09 .09 .04 .04 .04
50.4000 I .04 .04 .04 .04 .04
50.6500 I .04 .04 .04 .09 .04
50.9000 I .04 04 .04 .04 .04
51.1500 I .09 .09 .09 .04 .04
51.4000 I .09 .09 .04 .04 .04
51.6500 I .04 .04 .04 .09 .09
51.9000 I .04 .04 .04 .04 .09
52.1500 I .04 .04 .04 .04 .04
52.4000 I .04 .09 .04 .04 .09
52.6500 I .09 .04 .04 .04 .09
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Page 4.0"7
Name .... OUT 10 E~~ent : 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1.
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
-------------- s time for
- first value in each row.

52.9000 I
.09
.04 ----------
.04 -------------
.04 -------------
.04
53.1500 I .04 .04 .09 .04 .04
53.4000 I .04 .04 .04 .04 .04
53.6500 I .09 .04 .04 .04 .09
53.9000 I .04 .04 .04 .04 .04
54.1500 I .04 .04 .04 .04 .09
59.4000 I .04 .04 .09 .04 .09
54.6500 I .04 .04 .04 .04 .04
54.9000 I .04 .04 .04 .04 .04
55.1500 I .04 .04 .04 .04 .04
55.9000 I .04 .04 .04 .09 .04
55.6500 I .09 .09 .04 .04 .04
55.9000 I .04 .09 ,09 .04 .09
56.1500 I .04 .04 .04 .04 .04
56.4000 I .04 .04 .04 .04 .09
56.6500 I .09 .04 .09 .04 .04
56.9000 I .04 .04 .04 .04 ,Oq
57.1500 I .09 .09 .04 .09 .04
57.4000 I .04 .09 .04 .04 .04
57.6500 I .04 .04 .04 .04 .04
57.9000 I .09 .09 .04 .04 ,Oq
58.1500 I .04 .09 .09 .04 .09
58.4000 I .04 .09 .04 .09 .04
58.6500 I .09 .04 .04 .04 .09
58.9000 I .09 .09 .09 .04 .09
59.1500 I .09 .09 .04 .04 .04
59.4000 I .04 .04 .04 .04 .04
59.6500 I .09 .04 .04 .04 .04
59.9000 I .09 .04 .04 .04 .04
60.1500 I .09 .04 .04 .04 .04
60.4000 I .09 .09 .09 .04 .04
60.6500 I .09 .04 .04 .04 .04
60.9000 I .09 .04 .04 .04 .04
61.1500 I .04 .09 .09 .04 .04
61.9000 I .04 .04 .04 .04 .04
61.6500 I .09 .04 .04 .04 .09
61.9000 I .04 .09 .09 .04 .04
62.1500 I .04 .04 .04 .04 .04
62.4000 I .04 .04 .04 .04 .04
62.6500 I .09 .04 .04 .09 .04
62.9000 I .09 .09 .04 .04 .04
63.1500 I .04 .04 .04 .04 .09
63.9000 I .04 .04 .04 .09 .09
63.6500 I .04 .04 .09 .04 .09
63.9000 I .04 .04 .04 .04 .04
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Page 4.08
Name.... OUT 10 Event: 1 y:r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Taq: 1
~,

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
-------------- time for first value in each row.

64.1500 I
.09 -
.04 ---------
.04 -------------
.04 -------------
.04
64.4000 I .04 .04 .04 .04 .04
64.6500 I .04 .04 .04 .04 .09
69.9000 I .04 .04 .09 .09 .04
65.1500 I .04 .04 .09 .09 .04
65.9000 I .04 .04 .04 .04 .09
65.6500 I .04 .04 .04 .04 .09
65.9000 I .09 .04 .04 .04 .04
66.1500 I .04 .04 .09 .04 .09
66.9000 I .04 .04 .04 .04 .04
66.6500 I .04 .09 .04 .04 .04
66.9000 I .09 .04 .04 .04 .04
67.1500 I .09 .04 .04 .09 .09
67.4000 I .04 .04 .04 .04 .04
67.6500 I .04 .04 .04 .04 .04
67.9000 I .04 .04 .04 .09 .04
68.1500 I .04 .04 .04 .04 .04
68.4000 I .04 .04 .04 .04 .09
68.6500 I .09 .04 .04 .09 .04
68.9000 I .04 .04 .04 .04 .04
69.1500 I .04 .04 .04 .04 .09
69.4000 I .04 .09 .09 .04 .09
69.6500 I .09 .04 .04 .04 .04
69.9000 I .04 .04 .04 .04 .09
70.1500 I .04 .09 .04 .04 .04
70.4000 I .04 .04 .04 .04 .04
70.6500 I .04 .04 .04 .09 .04
70.9000 I .04 .09 .04 .04 .09
71.1500 I .04 .09 .09 .04 .04
71.4000 I .04 .04 .04 .04 .04
71.6500 I .04 .04 .04 .04 .04
71.9000 I .04 .09 .09 .04 .04
72.1500 I .04 .04 .04 .04 .04
72.4000 I .04 .04 .04 .04 .04
72.6500 I .04 .04 .04 .04 .03
72.9000 I .03 .03 .03 .03 .03
73.1500 I .03 .03 .03 .03 .03
73.4000 I .03 .03 .03 .03 .03
73.6500 I .03 .03 .03 .03 .03
73.9000 I .03 .03 .03 .03 .03
74.1500 I .03 .03 .03 ,03 .03
74.4000 I .03 .03 .03 .03 .03
74.6500 I .03 .03 .03 .03 .03
74.9000 I .03 .03 .03 .03 .03
75.1500 I .I)3 .03 .03 .03 .03
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Paqe 9.09
Name.... OUT 10 Event: 1 ur_
Fil.e.... M:\Haestad\PondPack\P700 -799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
-------------- s time for first value in each row.

75.4000 I
.03
.03 ----------
.03 -------------
.03 --------------
.0~
75.6500 I .03 .03 .03 .03 .0..
75.9000 I .03 .03 .03 .03 .0:>
76.1500 I .03 .03 .03 .03 .0..
76.4000 I .03 .03 .03 .03 .0:.
76.6500 I .03 .03 .03 .03 .0:.
76.9000 I .03 .03 .03 .03 .0::
77.1500 I .03 .03 .03 .03 .0;+
77.9000 I .03 .03 .03 .03 .0::
77.6500 ( .03 .03 .03 .03 .0`.
77.9000 I .03 .03 .03 .03 .0:.
78.1500 I .03 .03 .03 .03 .0..
78.4000 I .03 .03 .03 .03 .0;,
78.6500 I .03 .03 .03 .03 .0;~
78.9000 I .03 .03 .03 .03 .0:~
79.1500 I .03 .03 .03 .03 .0`•
79.4000 I .03 .03 .03 .03 .0.•
79.6500 I .03 .03 .03 .03 .0.•
79.9000 I .03 .03 .03 .03 .0.•
80.1500 I .03 .03 .03 .03 .0.•
80.4000 I .03 .03 .03 .03 .0;
80.6500 I .03 .03 .03 .03 .0;
80.9000 I .03 .03 .03 .03 .0;
81.1500 I .03 .03 .03 .03 .0~
81.9000 I .03 .03 .03 .03 .0.
81.6500 I .03 .03 .03 .03 .0;
81.9000 I .03 .03 .03 .03 .0.
82.1500 I .03 .03 .03 .03 .0,
82.9000 I .03 .03 .03 .03 .0~
82.6500 I .03 .03 .03 .03 .0;:
82.9000 I .03 .03 .03 .03 .0.
83.1500 I .03 .03 .03 .03 .0~
83.4000 I .03 .03 .03 .03 .0;
83.6500 I .03 .03 .03 .03 .0.
83.9000 I .03 .03 .03 .03 .0.
89.1500 I .03 .03 .03 .03 .0~
89.4000 I .03 .03 .03 .03 .0~
84.6500 I .03 .03 .03 .03 .0.
84.9000 I .03 .03 .03 .03 .0~
85.1500 i .03 .03 .03 .03 .0~
85.4000 I .03 .03 .03 .03 .0~
85.6500 I .03 .03 .03 .03 .0~
85.9000 I .03 .03 .03 .03 .0=
86.1500 I .03 .03 .03 .03 .0~
86.9000 I .03 .03 .03 .03 .0.
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

•
•
C
Type.... Node: Addition Summary Page 4.10
Name.... OUT 10 Event: 1 yr.
Fi.le.... M:\Haestad\PoridPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
'l'ime I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------ s time for first value in each row.

86.6500 I
.03 --------
.03 ----------
.03 -------------
.03 -------------
.03
86.9000 I .03 .03 .03 .03 .03
87.1500 I .03 ,03 .03 .03 .03
87.4000 I .03 .03 .03 .03 .03
87.6500 I .03 .03 .03 .03 .03
87.9000 ( .03 .03 .03 .03 .03
88.1500 I .03 .03 .03 .03 .03
88.9000 I .03 .03 .03 .03 .03
88.6500 I .03 ,03 .03 .03 .03
88.9000 I .03 .03 .03 .03 .03
89.1500 I .03 .03 .03 .03 .03
89.4000 I .03 .03 .03 .03 .03
89.6500 I .03 .03 .03 .03 .03
89.9000 I .03 .03 .03 .03 .03
90.1500 I .03 .03 .03 .03 ,03
90.4000 I .03 .03 .03 .03 .03
90.6500 I .03 .03 .03 .03 .03
90.9000 I .03 .03 .03 .03 .03
91.1500 I .03 ,03 .03 .03 .03
91.9000 I .03 .03 .03 ,03 .03
91.6500 I .03 .03 .03 .03 .03
91.9000 I .03 ,03 .03 .03 .03
92.1500 I .03 .03 ,03 .03 .03
92.4000 I .03 .03 .03 .03 .03
92.6500 I .03 .03 .03 .03 .03
92.9000 I .03 .03 .03 .03 .03
93.1500 I .03 .03 .03 .03 .03
93.4000 I .03 .03 .03 .03 .03
93.6500 I .03 .02 .02 .02 .02
93.9000 I .02 .02 .02 .02 .02
94.1500 I .02 .02 .02 .02 .02
94.4000 I .02 .02 .02 .02 .02
99.6500 I .02 .02 .02 .02 .02.
99.9000 I .02 .02 .02 .02 .02
95.1500 I .02 .02 .02 .02 .02
95.4000 I .02 .02 .02 .02 .02
95.6500 I .02 .02 .02 .02 .02
95.9000 I .02 .02 .02 .02 .02
96.1500 I .02 .02 .02 .02 .02
96.4000 I .02 .02 .02 .02 ,02.
96.6500 I .02 .02 .02 .02 .02
96.9000 I .02 .02 .02 .02 .02
97.1500 I .02 .02 .02 .02 .02.
97.4000 I .02 .02 .02 .02 .02
97.6500 I .02 .02 .02 .02 .02
S/N: EFYXYWGYYNFB :4alpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Addition Summary Page 4.17.
Name.... OOT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
------------ time for first value in each .row.
97.9000 I .()2 .02 .02 .02 .02.
98.1500 I .()2 .02 .02 .02 .02.
98.9000 I .02 .02 .02 .02 .02.
98.6500 I .02 .02 .02 .02 .02.
98.9000 I .02 .02 .02 .02 .02
99.1500 I .I)2 .02 .02 .02 .02
99.4000 I .02 .02 .02 .02 .02
99.6500 I .02 .02 ,02 .02 .02
99.9000 I .02 .02 .02
•

S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

•
Type.... Time-Elev Page 5.G1
Name.... POND 10 OUT Tag: 1 Event: 1 ~r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left.
--------------- represents
------------ time for
- first value in each row.

.0000 I
47.50
97.51 --------
47.56 ---------------
47.69 -----------
47.9-
.2500 I 48.22 98.57 48.92 49.27 49.6
.5000 I 49.96 50.30 50.61 50.89 51.1~~
.7500 I 51.33 51.49 51.61 51.71 51.7E,
1.0000 I 51.83 51.86 51.87 51.87 51.86
1.2500 I 51.83 51.80 51.76 51.72 51.6'
1.5000 I 51.61 51.55 51.49 51.92 51.3`.
1.7500 I 51.28 51.21 51.14 51.06 50.94
2.0000 I 50.9]_ 50.84 50.76 50.68 50.6_
2.2500 I 50.53 50.46 50.38 50.31 50.2;
2.5000 I 50.16 50.09 50.02 49.95 49.8E.
2.7500 I 49.87 49.75 49.68 99.62 99.5E:
3.0000 I 49.50 49.44 49.39 49.34 99.30
3.2500 I 49.26 99.23 49.21 49.18 49.1E
3.5000 I 49.19 49.13 99.11 49.10 49.04
3.7500 I 49.07 49.06 49.06 49.05 49.04
4.0000 I 49.03 49.03 49.02 49.01 49.01
4.2500 I 49.00 99.00 49.00 98.99 98.94
4.5000 I 48.98 98.98 48.98 48.97 48.9'
4.7500 I 48.97 48.97 98.96 48.96 48.9E
5.0000 I 98.96 98.95 98.95 48.95 48.9`
5.2500 I 48.95 48.94 48.94 48.94 48.94
5.5000 I 48.99 48.94 98.94 48.93 48.9;
5.7500 I 48.93 48.93 48.93 98.93 98.9;
6.0000 I 48.93 48.93 98.93 98.92 48.9
6.2500 I 48.92 98.92 48.92 48.92 48.9
6.5000 I 98.92 48.92 98.92 48.92 48.9
6.7500 I 48.92 48.92 98.92 48.92 48.9<
7.0000 I 48.91 48.91 48.91 98.91 48.9]
7.2500 I 48.91 48.91 48.91 98.91 48.97
7.5000 I 48.91. 98.91 48.91 48.91 48.97
7.7500 I 98.91 48.91 98.91 48.90 48. 9C
8.0000 I 48.90 48.90 98.90 98.90 48. 9C
8.2500 I 48.90 48.90 48.90 48.90 98.9C
8.5000 I 48.90 48.90 48.90 48.90 98.9(
8.7500 I 48.90 98.89 48.89 98.89 48.8
9.0000 I 48.89 98.89 48.89 48.89 48.8
9.2500 I 48.89 48.89 98.89 48.89 48.8
9.5000 I 48.89 48.89 98.89 48.89 48.8E
9.7500 I 48.88 48.88 48.88 48.88 48.8E
10.0000 I 48.88 48.88 48.88 48.88 98.8E
10.2500 I 48.88 48.88 48.88 48.88 48.8E
10.5000 I 98.88 48.88 48.88 98.87 48.8;
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

Type.... Time-Elev Page 5.J2
Name.... POND 10 OUT Tag: 1 Event: :L yr
File.... M:\Haestad\Ponc9Pack\P700-799 \p776-Brookstone\p776-pondl.ppw
Storm... 1 Taq: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hr.s I
---------I- Time on
----------- ]_eft represents
------------ time for first value in each .roe.

10.7500 I
48.87 ---
98.87 ----------
48.87 --------------
48.87 ------------
48.87
11.0000 I 98.87 48.87 48.87 48.87 48.87
11.2500 I 48.87 48.87 48.87 98.87 98.87
11.5000 I 48.87 48.86 48.86 48.86 48.86
11.7500 I 48.86 48.86 48.86 48.86 48.86
12.0000 I 48.86 98.86 48.86 48.86 48.8
12.2500 I 98.86 98.86 48.86 48.86 48.8
12.5000 I 98.85 48.85 98.85 48.85 48.8
12.7500 I 48.85 48.85 98.85 48.85 48.8
13.0000 I 48.85 48.85 98.85 48.85 48.8
13.2500 I 48.85 98.85 48.85 48.84 48.84
13.5000 I 48.69 48.84 98.84 48.84 48.89
13.7500 I 98.89 48.84 98.84 48.84 98.89
1.4.0000 I 48.84 98.89 48.84 98.84 98.84
19.2500 I 48.84 98.83 48.83 48.83 48.83
19.5000 I 98.83 48.83 48.83 48.83 48.83
14.7500 I 48.83 48.83 48.83 48.83 48.83
15.0000 I 48.83 48.83 48.83 48.83 48.8?
15.2500 I 48.82 48.82 98.82 98.82 48.82
15.5000 I 98.82 48.82 98.82 48.82 98.8?
15.7500 I 48.82 48.82 48.82 48.82 48.8?
16.0000 I 48.82 48.82 48.81 98.81 48.81
16.2500 I 48.81 48.81 48.81 48.81 48.81
16.5000 I 98.81 48.81 48.81 48.81 48.81
16.7500 I 98.81 48.81 98.81 48.81 98.87.
17.0000 I 48.80 98.80 48.80 98.80 48.8
17.2500 I 48.80 48.80 48.80 48.80 48.8
17.5000 I 48.80 98.80 48.80 48.80 48.8
17.7500 I 48.80 48.80 48.80 48.79 48.73
18.0000 I 48.79 48.79 98.79 48.79 98.73
18.2500 I 48.79 48.79 48.79 48.79 48.73
18.5000 I 48.79 98.79 48.79 48.79 48.73
18.7500 I 48.79 98.78 98.78 48.78 48.73
19.0000 I 48.78 48.78 98.78 48.78 98.73
19.2500 I 48.78 48.78 48.78 98.78 48.73
19.5000 I 98.78 98.78 48.78 48.78 48.77
19.7500 I 48.17 48.77 48.77 48.77 48.77
20.0000 I 98.77 48.77 98.77 48.77 48.77
20.2500 I 98.77 48.77 98.77 48.77 98.77
20.5000 I 48.77 48.77 48.77 48.76 48.76
20.7500 I 48.76 48.76 48.76 98.76 98.76
21.0000 I 48."16 48.76 48.76 48.76 48.76
21.2500 I 48.76 98.76 48.76 48.76 48.75
21.5000 I 98.76 48.75 98.75 48.75 48.7
S/N: EFYXYWGYYNFB [%lalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time-Elev Page 5.(i3
Name.... POND 10 OUT Tag: 1 Event: 1 ~•r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•

Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
-----------_--- represents
-------- time for first value in each row.

21.7500 I
98.75 ----
48.75 ---------
48.75 ---------------
48.75 ----------
48.7f,
2.2.0000 I 48.75 48.75 98.75 48.75 98.7~~
22.2500 I 48.75 48.75 98.75 48.75 48.7
22.5000 I 48.74 98.74 98.74 98.74 48.7
22.7500 I 98.79 48.79 48.74 98.74 48.7c
23.0000 I 48.74 48.74 48.79 48.74 98.7
23.2500 I 48.74 98.74 98.73 48.73 48.7;
23.5000 I 48.73 48.73 98.73 48.73 48.7
23.7500 I 48.73 48.73 98.73 48.73 48.7:
24.0000 I 48.73 48.73 48.73 48.73 98.7;
2.4.2500 I 48.72 98.72 48.72 48.72 48.7
24.5000 I 48.72 9A.72 98.72 98.72 48.7
24.7500 I 98.72 48.72 48.72 48.72 48.7
25.0000 I 48.72 48.72 48.72 48.71 48.71
25.2500 I 48.77. 98.71 98.71 48.71 48.7]
25.5000 I 48.71 48.71 98.71 48.71 48.71
25.7500 I 48.71 48.71 98.71 48.71 48.77
26.0000 I 98.71. 48.70 48.70 48.70 48.7E
26.2500 I 48.70 98.70 98.70 48.70 48.7C
26.5000 I 48.70 98.70 98.70 98.70 98.7(
26.7500 I 48.70 48.70 98.70 98.70 48.6
27.0000 I 48.69 48.69 48.69 48.69 48.6
27.2500 I 48.69 48.69 48.69 48.69 48.6
27.5000 I 48.69 98.69 98.69 48.69 98.6
27.7500 I 4fl.69 98.69 98.68 48.68 98.6E
28.0000 I 48.68 98.68 98.68 48.68 46.6E
28.2.500 I 48.68 48.68 48.68 98.68 48.6E
28.5000 I 98.68 48.68 48.68 98.68 48.6E
28.7500 I 98.67 48.67 48.67 98.67 48.6:
29.0000 I 48.67 98.67 48.67 48.67 48.6:
29.2500 I 48.67 48.67 48.67 48.67 98.6;
29.5000 I 48.67 48.67 98.67 48.67 48.6E
29.7500 I 48.66 48.66 48.66 48.66 48.6E
30.0000 I 48.66 48.66 48.66 48.66 48.6E
30.2500 ( 48.66 48.66 48.66 48.66 48.6E
30.5000 I 48.66 48.65 98.65 48.65 48.6`
30.7500 I 48.65 98.65 98.65 48.65 46.6`
31.0000 I 48.65 48.65 48.65 48.65 48.6`
31.2500 I 98.65 48.65 98.65 98.65 48.64
31.5000 I 48.64 48.64 98.64 48.64 48.64
31.7500 I 48.64 48.64 98.64 48.69 48.64
32.0000 I 98.69 48.69 48.64 48.64 48.64
32.2500 I 48.64 98.64 48.63 48.63 48.6
32.5000 I 48.63 98.63 98.63 48.63 48.6:
S/N: EFYXYWGYYNFB Nalpas~ & Associates
PondPack (10.00.016.00) 3:54 PM 5!26/2006

Type.... Time-Elev Page 5.09
Name.... POND 10 OOT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799 \p776-Brookstone\p776-pond L.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- ]efi: represents
------------ time for first value in each row.

32.7500 I
48.63 ----
48.63 ----------
48.63 --------------
98.63 -----------
98.63
33.0000 I 48.63 48.63 48.63 48.63 98.63
33.2500 I 98.62 48.62 48.62 48.62 98.62
33.5000 I 98.62 48.62 48.62 48.62 48.62
33.7500 I 48.62 98.62 48.62 98.62 48.62
34.0000 I 48.62 48.62 48.62 98.61 48.61
39.2500 I 98.61 48.61 48.61 48.61 48.61
39.5000 I 48.61 48.61 48.61 48.61 48.61
34.7500 I 48.61. 48.61 48.61 98.61 48.6].
35.0000 I 48.61 48.60 48.60 48.60 48.60
35.2500 I 48.60 98.60 48.60 48.60 48.60
35.5000 I 48.60 48.60 48.60 98.60 48.60
35.7500 I 48.60 48.60 48.60 48.60 98.60
36.0000 I 48.59 48.59 48.59 48.59 98.59
36.2500 I 48.59 48.59 48.59 48.59 48.59
36.5000 I 98.59 48.59 48.59 48.59 48.59
36.7500 I 98.59 48.59 48.59 48.59 48.58
37.0000 I 98.58 48.58 48.58 48.58 48.58
37.2500 I 98.58 48.58 48.58 48.58 48.58
37.5000 I 98.58 48.58 48.58 48.58 98.58
37.7500 I 48.58 48.58 98.57 48.57 48.57
38.0000 I 48.57 48.57 48.57 98.57 98.57
38.2500 I 48.57 48.57 48.57 48.57 48.57
38.5000 I 48.57 48.57 98.57 48.57 98.57
38.7500 I 48.56 48.56 48.56 48.56 98.56
39.0000 I 48.56 48.56 48.56 48.56 48.56
39.2500 I 48.56 48.56 48.56 98.56 48.56
39.5000 I 48.56 48.56 48.56 48.55 48.55
39.7500 I 98.55 98.55 48.55 48.55 48.55
90.0000 I 98.55 98.55 48.55 48.55 48.55
90.2500 I 48.55 48.55 48.55 48.55 48.55
40.5000 I 48.55 98.54 48.59 48.54 48.54
90.7500 I 48.59 48.54 48.59 48.54 48.59
91.0000 I 48.59 98.54 48.54 48.54 48.54
91.2500 I 98.59 48.54 98.54 48.54 48.53
41.5000 I 98.53 48.53 48.53 48.53 48.53
41.7500 I 98.53 48.53 98.53 48.53 48.53
42..0000 I 48.53 48.53 48.53 48.53 48.53
42.2500 I 48.53 48.53 48.52 48.52 48.52
42.5000 I 48.57_ 48.52 48.52 48.52 98.52.
42.7500 I 98.52 48.52 48.52 48.52 48.52
43.0000 I 48.52 48.52 48.52 48.52 96.52
43.2500 I 98.52 48.51 48.51 48.51 48.5].
43.5000 I 48.51 48.51 48.51 48.51 48.51
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Time-Elev page 5 ~,~~
Name.... POND 10 OOT Tag; 1 Event: :1 }'i~
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)

•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- .Left represents
------------ time for first value in each :row.

43.7500 I
48.51 -----
48.51 ---------
48.51 ---------------
48.51 -----~------
48.51
49.0000 I 48.51 48.51 48.51 48.51 98.57
44.2500 I 98.50 48.50 48.50 48.50 48.50
44.5000 I 98.50 98.50 48.50 48.50 48.50
44.7500 I 98.50 98.50 98.50 48.50 48.50
45.0000 I 98.50 48.50 98.50 48.49 48.44
45.2500 I 48.49 48.49 48.99 48.49 98.44
95.5000 I 48.49 48.49 48.99 48.49 48.44
45.7500 I 48.49 48.49 48.49 48.49 48.94
46.0000 I 48.49 48.48 48.48 48.98 48.4E
96.2500 I 98.98 98.98 48.48 48.48 48.4E
96.5000 I 98.48 48.98 98.48 48.48 48.4E
96.7500 I 48.98 48.98 98.48 48.48 98.4:
47.0000 I 98.47 48.47 98.97 48.47 98.9:
47.2500 I 48.47 48.47 48.47 48.47 98.9;
47.5000 I 48.47 48.47 48.47 48.47 98.4;
47.7500 I 48.47 48.47 48.46 98.46 48.46
48.0000 I 48.46 48.46 48.46 48.46 98.4F~
48.2500 I 48.46 98.46 48.46 48.46 48.4E
98.5000 I 98.96 98.96 48.46 48.96 48.4E,
48.7500 I 98.45 98.45 48.45 48.95 48.4`.
49.0000 I 98.45 48.45 98.45 48.45 98.9`.
49.2500 I 48.45 48.45 48.95 48.45 98.4_`.
49.5000 I 48.45 48.45 48.95 48.49 48.44
49.7500 I 48.44 98.44 48.94 48.44 48.44
50.0000 I 48.44 98.94 48.49 48.44 98.94
50.2500 I 48.44 48.44 48.44 48.44 98.94
50.5000 I 48.49 48.44 48.43 48.43 98.4;
50.7500 I 48.43 48.43 48.93 48.43 98.9;;
51.0000 I 98.43 48.43 48.43 48.43 98.4;
51.2500 I 48.43 48.43 48.93 98.43 48.4;;
51.5000 I 48.42 98.92 48.42 48.92 48.4
51.7500 I 98.42 98.92 48.42 48.92 48.4
52.0000 I 98.42 48.42 98.42 48.42 98.9
52.2500 I 48.42 48.42 48.92 48.42 98.91
52.5000 I 48.41 48.91 48.41 98.41 48.91
52.7500 I 98.41 98.41 48.41 98.41 48.41
53.0000 I 48.41. 98.91 48.41 98.41 48.41
53.2500 I 98.41 98.90 98.40 48.40 48.4G
53.5000 I 98.90 48.40 48.40 48.40 48.40
53.7500 I 48.40 98.90 98.40 48.40 48.40
54.0000 I 48.90 48.40 48.40 48.40 48.39
54.2500 I 48.39 48.39 98.39 48.39 98.34
54.5000 I 48.39 48.39 98.39 48.39 48.34
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

Type.... Time-Elev Page 5.06
Name.... POND 10 OUT Tag: 1 Event: 1 _vr
File.... M:\Haestad\PondPack\P700-799\p776 -Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- deft represents
---------- time for first value in each row.

54.7500 I
48.39 ------
48.39 ----------
48.39 --------------
48.39 -----------
48.3y
55.0000 I 48.39 48.39 48.39 48.38 48.3E
55.2500 i 48.38 48.38 48.38 48.38 48.3E
55.5000 I 48.38 48.38 48.38 98.38 48.3E:
55.7500 I 48.38 48.38 48.38 98.38 48.3E:
56.0000 I 48.38 48.37 48.37 48.37 48.3
56.2500 I 48.37 48.37 48.37 48.37 48.3
56.5000 I 48.37 48.37 48.37 48.37 48.3"
56.7500 I 98.37 48.37 48.37 48.37 48.3^
57.0000 I 48.36 48.36 48.36 48.36 48.36
57.2500 I 98.36 48.36 48.36 48.36 48.36
57.5000 I 48.36 98.36 48.36 98.36 98.3E
57,7500 I 98.36 98.36 48.36 48.35 48.35
58.0000 I 98.35 48.35 48.35 98.35 98.35
58.2500 I 48.35 48.35 48.35 48.35 48.35
58.5000 I 98.35 98.35 48.35 48.35 48.35
58.7500 I 98.35 48.35 48.34 48.39 98.34
59.0000 I 98.34 98.34 48.34 48.34 48.34
59.2500 I 48.34 48.34 48.34 98.34 98.34
59.5000 I 48.39 48.34 48.39 48.34 48.34
59.7500 I 48.39 48.33 48.33 48.33 48.3;
60.0000 I 98.33 48.33 48.33 48.33 48.3
60.2500 i 98.33 48.33 48.33 48.33 48.3
60.5000 I 98.33 48.33 48.33 48.33 48.3;
60.7500 I 48.32 48.32 48.32 48.32 48.3
61.0000 I 48.32 48.32 48.32 48.32 48.3
61.2500 I 48.32 48.32 48.32 48.32 48.3
61.5006 I 48.32 48.32 98.32 48.31 48.31
61.7500 I 48.31 48.31 48.31 48.31 48.31
62.0000 I 48.31 48.31 48.31 48.31 48.31
62.2500 I 48.31 48.31 48.31 48.31 48.31
62.5000 I 48.31 48.31 98.30 48.30 48.3C
62.7500 I 48.30 48.30 48.30 48.30 48.3C
63.0006 I 48.30 48.30 48.30 48.30 48.3C
63.2500 I 48.30 48.30 48.30 48.30 48.3C
63.5006 I 48.30 98.29 48.29 48.29 48.2
63.7500 I 48.29 48.29 48.29 48.29 48.2
64.0006 I 48.29 48.29 48.29 48.29 48.2
64.250C I 48.29 48.29 48.29 48.29 48.2
64.5000 I 48.28 48.28 48.28 48.28 98.2E
64.7500 I 98.28 48.28 48.28 48.28 98.2E
65.0000 I 98.2_8 98.28 48.28 48.28 98.2E
65.2500 I 98.28 98.28 48.28 48.28 48.21
65.5000 I 48.7_7 48.27 48.27 48.27 98.27
S/N: EFYXYWGYYNFB Nalpas~ & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time-Elev Page 5.07
Name.... POND 10 O[JT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
J
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- :Left represents
--- ---------- time for first value in each row.

65.7500 I
48.27 ---
48.27 ---------
48.27 ---------------
48.27 ----------
48.27
66.0000 I 48.27 98.27 98.27 48.27 48.27
66.2500 I 98.27 48.27 98.27 48.27 98.26
66.5000 I 48.26 48.26 98.26 48.26 98.26
66.7500 I 48.26 48.26 98.26 48.26 98.26
67.0000 I 48.26 48.26 48.26 48.26 48.26
67.2500 I 48.26 48.26 48.26 48.26 48.25
67.5000 I 48.25 98.25 48.25 98.25 48.25
67.7500 I 98.25 48.25 98.25 48.25 48.25
68.0000 I 98.25 48.25 48.25 48.25 48.25
68.2500 I 48.25 48.25 98.25 48.24 48.29
68.5000 I 48.24 48.24 48.24 48.24 48.24
68.7500 I 48.29 98.24 48.24 98.24 48.24
69.0000 I 48.24 98.24 48.24 48.24 48.29
69.2500 I 98.24 48.24 48.29 48.23 48.23
69.5000 I 48.23 48.23 98.23 48.23 98.23
69.7500 I 48.23 98.23 48.23 48.23 98.23
70.0000 I 48.23 98.23 48.23 98.23 48.23
70.2500 I 98.23 98.23 48.22 48.22 48.22
70.5000 I 98.22 48.22 48.22 48.22 48.22
70.7500 I 48.22 48.22 98.22 48.22 48.22
71.0000 I 48.22 48.22 98.22 48.22 48.22
71.2500 I 48.22 98.21 48.21 48.21 98.21
71.5000 I 48.21. 98.21 48.21 48.21 98.21
71.7500 I 48.21 98.21 48.21 48.21 48.21
72.0000 I 48.21 98.21 48.21 48.21 48.21
72.2500 I 98.21. 48.20 98.20 48.20 48.20
72.5000 I 48.20 48.20 48.20 48.20 98.20
72.7500 I 48.20 48.20 48.20 48.20 48.20
73.0000 I 48.20 48.20 98.20 48.20 48.2()
73.2500 I 48.20 48.19 48.19 48.19 48.19
73.5000 I 48.19 48.19 48.19 98.19 48.19
73.7500 I 48.19 48.19 48.19 48.19 48.19
74.0000 I 98.19 98.19 48.19 98.19 48.19
74.2500 I 98.19 48.19 48.18 48.18 48.18
74.5000 I 98.18 48.18 48.18 48.18 48.18
74.7500 I 98.18 48.18 98.18 48.18 48.18
75.0000 I 48.18 48.18 48.18 48.18 48.18
75.2500 I 48.18 48.18 48.17 48.17 48.17
75.5000 I 98.17 98.17 48.17 48.17 48.17
75.7500 I 98.17 48.17 48.17 48.17 48.17
76.0000 I 48.17 48.17 98.17 48.17 48.17
76.2500 I 48.17 48.17 98.16 48.16 48.16
76.5000 I 48.16 48.16 48.16 48.16 98.1Fi
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time-Elev Page 5.08
Name.... POND 10 OUT Tag: 1 E•~ent: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•

Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- :Left represents
----- time for first value in each row.

76.7500 I
98.16 -----------
48.16 ---------
48.16 ---------------
48.16 -----------
48.16
77.0000 I 48.16 98.16 48.16 48.16 48.16
77.2500 I 48.16 48.16 48.15 48.15 48.15
77.5000 I 48.15 48.15 48.15 48.15 48.15
77.7500 I 48.15 48.15 48.15 48.15 48.15
78.0000 I 48.15 48.15 48.15 98.15 48.15
78.2500 I 48.15 48.15 48.14 48.19 48.14
78.5000 I 48.14 48.14 48.14 98.14 48.14
78.7500 I 48.14 48.14 48.14 48.19 48.14
79.0000 I 48.14 48.14 48.14 98.14 48.14
79.2500 I 48.14 48.14 48.14 48.13 48.13
79.5000 I 48.13 48.13 48.13 48.13 98.13
79.7500 I 48.13 48.13 48.13 48.13 48.13
80.0000 I 48.13 48.13 48.13 48.13 48.13
80.2500 I 48.13 48.13 98.13 48.13 48.12
80.5000 I 48.12 48.12 48.12 48.12 48.12
80.7500 I 48.12 48.12 48.12 48.12 48.12
81.0000 I 98.12 48.12 48.12 48.12 48.12
81.2500 I 48.12 48.12 48.12 48.12 48.12
81.5000 I 48.11 48.11 48.11 48.11 48.11
81.7500 I 98.11 98.11 48.11 48.11 48.11
82.0000 I 48.11 48.11 48.11 48.11 48.11
82.2500 I 48.11 48.11 48.11 48.11 48.11
82.5000 I 48.11 48.11 48.10 48.10 48.10
82.7500 I 48.10 48.10 48.10 48.10 98.10
83.0000 I 48.10 98.10 48.10 48.10 48.10
83.2500 I 48.10 48.10 48.10 48.10 98.10
83.5000 I 48.10 48.10 48.10 48.10 48.09
83.7500 ( 48.09 48.09 48.09 98.09 48.09
89.0000 I 48.09 98.09 48.09 48.09 48.09
84.2500 I 48.09 48.09 48.09 98.09 48.09
84.5000 I 48.09 48.09 48.09 98.09 48.09
84.7500 I 48.09 48.08 48.08 98.08 48.08
85.0000 I 48.08 48.08 48.08 48.08 98.08
85.2500 I 48.08 48.08 48.08 48.08 48.08
85.5000 I 48.08 48.08 98.08 48.08 48.08
85.7500 I 48.08 48.08 48.08 48.07 48.07
86.0000 I 48.07 48.07 48.07 48.07 48.07
86.2500 I 48.07 48.07 98.07 48.07 48.07
86.5000 I 48.07 48.07 98.07 48.07 48.07
86.7500 I 98.07 98.07 48.07 48.07 48.07
87.0000 I 48.06 48.06 48.06 98.06 48.06
87.2500 I 48.06 98.06 48.06 48.06 48.06
87.5000 I 48.06 48.06 48.06 98.06 48.06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Time-Elev Page 5.09
Name.... POND 10 OUT Tag: 1 Event: 1 ~r
File.... M:\Haestad\PondPack\P700-799\p776- Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- Left represents
-------------- time for first value in each rou.

87.7500 I
48.06 --
48.06 ----------
98.06 --------------
48.06 -----------
48.06
88.0000 I 98.06 98.06 98.05 48.05 98.05
88.2500 I 48.05 48.05 98.05 48.05 48.05
88.5000 I 48.05 48.05 48.05 48.05 48.05
88.7500 I 48.05 48.05 48.05 48.05 98.05
89.0000 I 48.05 48.05 98.05 98.05 48.08
89.2500 I 98.09 48.09 48.04 48.04 48.0
89.5000 I 48.04 98.04 48.04 48.04 98.0
89.7500 I 48.04 48.04 98.09 48.04 98.0
90.0000 I 98.04 48.04 98.04 48.04 48.0
90.2500 I 48.04 48.04 48.04 48.03 48.0:.
90.5000 I 48.03 98.03 48.03 48.03 48.0..
90.7500 I 48.03 98.03 98.03 48.03 98.0::
91.0000 I 48.03 48.03 98.03 48.03 48.0~~
91.2500 I 48.03 48.03 48.03 48.03 48.0;;
91.5000 I 48.03 48.03 48.02 48.02 98.0
91.7500 I 48.02 48.02 48.02 48.02 98.0
92.0000 I 48.02 48.02 98.02 48.02 98.0
92.2500 I 48.02 48.02 98.02 98.02 98.0
92.5000 I 48.02 48.02 48.02 98.02 48.0
92.7500 I 98.02 48.01 48.01 48.01 48.0-
93.0000 I 48.07. 98.01 48.01 48.01 98.0_
93.2500 I 48.01. 48.01 98.01 48.01 98.0_
93.5000 I 48.01 48.01 48.01 48.01 48.0-
93.7500 I 48.07_ 48.01 48.01 48.01 48.0
94.0000 I 48.01 98.00 48.00 48.00 48.OG
99.2500 I 48.00 48.00 48.00 48.00 48.00
94.5000 I 98.00 48.00 48.00 98.00 48.OG
94.7500 I 48.00 48.00 48.00 48.00 48.00
95.0000 I 48.00 98.00 48.00 48.00 98.OCi
95.2500 I 48.00 47.99 97.99 47.99 47.94
95.5000 I 47.99 47.99 47.99 47.99 47.94
95.7500 I 47.99 47.99 47.99 47.99 97.94
96.0000 I 47.99 47.99 97.99 97.99 97.94
96.2500 I 47.99 47.99 47.99 97.99 47.94
96.5000 I 47.99 47.98 47.98 97.98 47.9E
96.7500 I 47.98 97.98 47.98 47.98 47.9E
97.0000 I 47.98 47.98 97.98 47.98 97.9E
97.2500 I 47.98 47.98 47.98 47.98 47.9E
97.5000 I 47.98 47.98 47.98 47.98 47.9E
97.7500 I 47.98 47.98 47.97 47.97 47.9:
98.0000 I 47.97 97.97 47.97 47.97 97.9;
98.2500 I 47.97 97.97 97.97 47.97 47.9:
98.5000 ( 47.97 47.97 47.97 97.97 47.9:
S/N: EFYXYWGYYNFB h:alpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time-Elev PagE 5.10
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\FondPack\P700 -799\p776-Brookstone\p776-pondl.pPw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs I Time on left represents time for first value in eact row.
98.7500 ~ 47.97 47.97 47.97 47.97 97.9'7
99.0000 I 47.97 47.97 47.97 97.96 47.96
99.2500 I 47.96 47.96 47.96 47.96 47.96
99.5000 I 47.96 97.96 47.96 47.96 97.96
99.7500 I 47.96 47.96 47.96 47.96 47.96
100.0000 I 47.96
•
C
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time vs. Volume Page 6.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr_
File.... M:\Haestad\PondPack\P700- 799\~~776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
'DIME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents ti
------ me for first value in each row.

.0000 I
.000 --------
.003 ------------
.014 ----------
.043 ------------
.097
.2500 I .179 .292 .937 .600 .770
.5000 I .945 1.121 1.291 1.944 1.580
.7500 I 1.698 1.792 1.866 1.923 1.965
1.0000 I 1.995 2.012 2.021 2.020 2.013
1.2500 I 1.999 1.98) 1.957 1.930 1.899
1.5000 I 1.866 1.83) 1.793 1.754 1.713
1.7500 I 1.672 1.63) 1.588 1.545 1.502
2.0000 I 1.459 1.917 1.374 1.332 1.290
2.2500 I 1.299 1.203 1.167 1.128 1.089
2.5000 I 1.051 1.01.3 .976 .990 .905
2.7500 I .871 .837 .805 .773 .742
3.0000 I ,712. .68.3 .657 .634 .615
3.2500 I .598 .58.3 .570 .559 .599
3.5000 I .590 .53? .525 .519 .513
3.7500 I .508 .503 .499 .995 .491
4.0000 I .48E3 .485 .482 .479 .477
4.2500 I .474 .472 .970 .468 .467
4.5000 I .465 .463 .962 .960 .459
4.7500 I .458 .956 .455 .454 .453
5.0000 I .452 .451 .450 ,9q9 ,qqg
5.2500 I .947 .497 .446 .445 .495
5.5000 I .449 .44.3 .943 .942 .442
5.7500 I .947_ .941 .440 .940 .439
6.0000 I .939 .43a .938 .438 .437
6.2500 I .437 .437 .937 .436 .436
6.5000 I .436 .436 .435 .435 .935
6.7500 I .435 .934 .434 .934 .434
7.0000 I .933 .433 .933 .433 .432
7.2500 I .432 .432 .932 .931 .431
7.5000 I .437- .431 .430 .930 .430
7.7500 I .430 .929 .429 .929 .429
8.0000 I .428 .923 .428 .428 .42"1
8.2500 I .427 .427 .927 .426 .426
8.5000 I .426 .42~ .425 .425 .425
8.7500 I .425 .925 .424 .924 .424
9.0000 I .429 .423 .423 .423 .423
9.2500 I .422 .42'2 .922 .422 .421
9.5000 I .421 .923 .421 .420 .420
9.7500 I ,920 .420 .419 .419 .419
10.0000 I .419 .418 .418 .418 .418
10.2500 I .417 .417 .917 .417 .417
10.5000 I .416 .416 .416 .416 .415
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Time vs. Volume Page 6.0?_
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
'DIME vs. VOLUME (ac-ft)
•
/l
u
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
----- time for first value in each row.

10.7500 I
.415 ------
.41.5 --------------
.915 ---------
.414 -----------
.414
11.0000 I .414 .414 .913 .413 .913
11.2500 I .913 .412 .412 .412 .412
11.5000 I .912 .911 .411 .411 .411
11.7500 I .410 .410 .410 .910 .409
12.0000 I .409 .409 .909 .408 .908
12.2500 I .408 .408 .908 .407 .907
12.5000 I .907 .907 .406 .406 .406
12."7500 I .406 .405 .405 .905 .405
13.0000 I .409 .404 .904 .909 .404
13.2500 I .403 .403 .403 .403 .402
13.5000 I .902 .402 .402 .401 .40:L
13.7500 I .401 .401 ,401 .400 .400
14.0000 I .400 .400 .399 .399 .399
14.2500 I .399 .398 .398 .398 .398
14.5000 I .397 .397 .397 .397 .39"7
14.7500 I .396 .396 .396 .396 .395
15.0000 I .395 .395 .395 .394 .394
15.2500 I .399 .394 .393 .393 .393
15.5000 I .393 .392 .392 .392 .392
15.7500 I .392 .391 .391 .391 .391
16.0000 I .390 .390 .390 .390 .389
1.6.2500 I .389 .389 .389 .388 .388
16.5000 I .388 .388 .388 .387 .387
16.7500 I .387 .387 .386 .386 .386
17.0000 I .386 .385 .385 .385 .385
17.2500 I .389 .384 .384 .384 .384
17.5000 I .383 .383 .383 .383 .382
17.7500 I .382 .382 .382 .381 .381
18.0000 I .381. .381 .381 .380 .380
].8.2500 I .380 ..380 .379 .379 .379
18.5000 I .379 .378 .378 .378 .378
18.7500 I .378 .377 .377 .377 .377
19.0000 I .376 .376 .376 .376 .375
19.2500 I .375 ..375 .375 .375 .374
19.5000 I .374 .379 .374 .373 .373
19.7500 I .373 .373 .373 .372 .372
20.0000 I .372 .372 .371 .371 .371
20.2500 I .371 .370 .370 .370 .370
20.5000 I .370 .369 .369 .369 .369
20."1500 I .368 .368 .368 .368 .368
21.0000 I .367 .367 .367 .367 .366
21.2500 I .366 .366 .366 .366 .365
21.5000 I .365 .:365 .365 .364 .364
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time vs. Volume Page 6.0:3
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\F~776 -Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME v.s. VOLUME (ac-ft)
•

Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
---- time for first value in each row.

21.7500 I
.364 -------
.364 ---------------
.364 ---------
.363 ------------
.363
22.0000 I .363 .363 .362 .362 .362
22.2500 I .362 .362 .361 .361 .361
22.5000 I .361 .360 .360 .360 .360
22.7500 I .359 .359 .359 .359 .359
23.0000 I .358 .358 .358 .358 .357
23.2500 I .357 .357 .357 .356 .356
23.5000 I .35Fi .356 .356 .355 .355
23.7500 I .355 .355 .359 .354 .354
29.0000 I .354 .354 .353 .353 .353
24.2500 I .353 .352 .352 .352 .352
24.5000 I .351 .351 .351 .351 .351
29.7500 I .350 .350 .350 .350 .349
25.0000 I .349 .399 .349 .349 .348
25.2500 I .348 .348 .348 .347 .347
25.5000 I .347 .397 .347 .346 .346
25.7500 I .396 .346 .345 .345 .345
26.0000 I .345 .395 .344 .344 .344
26.2500 I .344 .394 .343 .343 .343
26.5000 I .393 .342 .342 .342 .342
26.7500 I .342 .341 .341 .341 .341
27.0000 I .340 .390 .340 .340 .340
27.2500 I .339 .339 .339 .339 .338
27.5000 I .338 .338 .338 .338 .33'7
27.7500 I .337 .337 .337 .337 .336
28.0000 I .336 .336 .336 .335 .335
28.2500 I .335 .335 .335 .334 .334
28.5000 I .334 ..334 .334 .333 .333
28.7500 I .333 .333 .332 .332 ..332
29.0000 I .332 .332 .331 .331 ..331
29.2500 I .331 .331 .330 .330 .330
29.5000 I .330 .330 .329 .329 .329
29.7500 I .329 .328 .328 .328 .328
30.0000 I .328 .327 .327 .327 ..327
30.2500 I .326 .326 .326 .326 ..326
30.5000 I .325 .325 .325 .325 .:324
30.7500 I .324 .324 .324 .324 .:323
31.0000 I .323 .323 .323 .323 .:322
31.2500 I .322 .322 .322 .321 ..321
31.5000 I .321. .321 .321 .320 ..320
31.7500 I .320 .:320 .320 .319 ..319
32.0000 I .319 .319 .318 .318 ..318
32.2500 I .318 .318 .317 .317 .:317
32.5000 I .317 .317 .316 .316 .:316
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time vs. Volume Page 6.04
Name.... POND 10 OOT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
. Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
--------------- represents ti
----------- me for first value in each row.

32.7500 I
.316 ---
.316 ------------
.315 ----------
.315 ----------
.315
33.0000 I .315 .314 .319 .314 .314
33.2500 I .314 .313 .313 .313 .313
33.5000 I .313 .312 .312 .312 .312
33.7500 I .312 .311 .311 .311 .311
34.0000 I .311 .310 .310 .310 .310
39.2500 I .309 .309 .309 .309 .309
34.5000 I .30fl .308 .308 .308 .308
39.7500 I .307 .307 .307 .307 .307
35.0000 I .306 .306 .306 .306 .306
35.2500 I .305 .305 .305 .305 .305
35.5000 I .304 .304 .304 .304 .304
35.7500 I .303 .303 .303 .303 .303
36.0000 I .302 .302 .302 .302 .302
36.2500 I .301 .301 .301 .301 .301
36.5000 I .300 .300 .300 .300 .300
36.7500 I .299 .299 .299 ,299 ,299
37.0000 I .298 .298 .298 .298 .298
37.2500 I .297 .7_97 .297 .297 .297
37.5000 I .296 .2_96 .296 .296 .296
37.7500 I .295 .2_95 .295 .295 .294
38.0000 I .299 .294 .294 .294 .293
38.2500 I .293 .293 .293 .293 .7_92
38.5000 I .292 .292 .292 .292 .291
38.7500 I .291 .291 .291 .291 .7_90
39.0000 I .290 .7_90 .290 .290 .289
39.2500 I .289 .289 .289 .289 .288
39.5000 I .288 .288 .288 .288 .287
39.7500 I .287 .7_87 .287 .287 .286
40.0000 I .286 .286 .286 .286 .285
40.2500 I .285 .285 .285 .285 .284
40.5000 I .284 .289 .284 .284 .283
40.7500 I .283 .283 .283 .283 .282
41.0000 I ,282 .2_82 ,282 .282 .281
41.2500 I .281 .2.81 .281 .281 .280
41.5000 I .280 .280 .280 .280 .2_80
91.7500 I .279 .7.79 .279 .279 .279
42.0000 I .278 .278 .278 .278 .278
42.2500 I .277 .277 .277 .277 .7.77
42.5000 I .276 .276 .276 .276 .276
92.7500 I .275 .275 .275 .275 .275
43.0000 I .274 .274 .274 .274 .274
43.2500 I .279 .273 .273 .273 .273
43.5000 I .273 .272 .272 .272 ,272
S/N: EFYXYWGYYNFB Malpas~ & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time vs. Volume Page 6.05
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
'TIME v.s. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on :Left
----------------- represents
---- time for first value in each row.

43.7500 I
.272. ------
.271 ---------------
.271 ----------
.271 -----------
.271
44.0000 I .271 .270 .270 .270 .270
44.2500 I .2.70 .270 .269 .269 .269
44.5000 I .269 .269 ,268 .268 .268
44.7500 I .268 .268 .267 .267 .267
95.0000 I .267 .267 .266 .266 .266
95.2500 I .266 .266 .265 .265 .265
45.5000 I .265 .265 .265 .264 .264
45.7500 I .264 .264 .264 .263 .263
46.0000 I .263 .263 .263 .262 .262
46.2500 I .262 .262 .262 .261 .261
46.5000 I .2.61 .261 .261 .260 .260
96.7500 I .260 .260 .260 .259 .259
47.0000 I .259 .259 .259 .259 .258
47.2500 I .258 .258 .258 .258 .257
47.5000 I .257 .257 .257 .257 .256
47.7500 I .256 .256 .256 .256 .255
48.0000 I .255 .255 .255 .255 .255
48.2500 I .254 .254 .254 .254 .254
48.5000 I .253 .253 .253 .253 .253
48.7500 I .252 .252 .252 .252 .252
49.0000 I .252 .251 .251 .251 .7_51
49.2500 I .251 .250 .250 .250 .250
49.5000 I .250 .250 .249 .249 .299
49.7500 I .249 .249 .248 .248 .298
50.0000 I .298 .248 .247 .247 ,247
50.2500 I .247 .2_47 .247 .246 ,246
50.5000 I .246 .246 .246 .245 .'295
50.7500 I .295 .245 .245 .245 .244
51.0000 I .244 .244 .244 .249 .243
51.2500 I .243 .243 .243 .243 .293
51.5000 I .292 .242 .242 .242 .'7_42
51.7500 I .291 .241 .291 .241 .241
52.0000 .241 .240 .290 .240 .240
52.2500 I .290 .240 .239 .239 .239
52.5000 I .239 .239 .238 .238 .2_38
52.7500 I .238 .238 ,237 .237 .237
53.0000 I .237 .237 .237 .236 .?_36
53.2500 I .236 .2.36 .236 .235 .235
53.5000 I .235 .235 .235 .235 .234
53.7500 I .234 .234 .239 .234 .?_33
54.0000 I .233 .2.33 .233 .233 .233
54.2500 I .232 .232 .232 .232 .232
54.5000 I .231 .231 .231 .231 .231
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Time vs. Volume Page 6.06
Name.... POND 10 OC1T Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
~~
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
--------- time for first value in each row.

54.7500 I
.231 -
.230 ---------------
.230 ---------
.230 -----------
.230
55.0000 I .230 .229 .229 .229 .229
55.2500 I .229 .229 .228 .228 .228
55.5000 I .228 .228 .228 .227 .227
55.7500 I .227 .227 .227 .226 .226
56.0000 I .226 .226 .226 .226 .225
56.2500 I .225 .225 .225 ,225 .225
56.5000 I .224 .224 .224 .224 .224
56.7500 I .223 .223 .223 ..223 .223
57.0000 I .223 .222 .222 ..222 .222
57.2500 I .222. .222 .221 .221 .221
57.5000 I .221 .221 .221 ,220 .220
57.7500 I .220 .220 .220 ,220 .219
58.0000 I .219 .219 .219 .219 .219
58.2500 I .218 .218 .218 .218 .218
58.5000 I .218 .217 .217 .217 .217
58.7500 I .217 .216 .216 .216 .216
59.0000 I .216 .216 .215 .215 .215
59.2500 I .2.15 .215 .215 .214 .219
59.5000 I .214 .214 .214 .214 ..214
59.7500 I .213 .213 .213 .213 .213
60.0000 I .213 .212 .212 .212 .212
60.2500 I .212 .211 .211 .211 .211
60.5000 I .211 .211 .210 .210 .210
60.7500 I .210 .210 .210 .209 ,209
61.0000 I .209 .209 .209 ,209 .208
61.2500 I .208 .208 .208 .208 .208
61.5000 I .207 .207 .207 .207 .207
61.7500 I .207 .206 .206 .206 .206
62.0000 I .206 .206 .205 .205 .7_05
62.2500 I .205 .205 .205 .204 .204
62.5000 I .204 .204 .204 .209 .203
62.7500 I .203 .203 .203 .203 .203
63.0000 I .202 .202 .202 .202 .202
63.2500 I .202 .201 .201 .201 .201
63.5000 I .201 .201 .200 .200 .200
63.7500 I .200 .200 .200 .200 .:199
64.0000 I .199 .199 .199 .199 .:199
69.2500 I .].98 .198 .198 .198 .:198
69.5000 I .198 .:197 .197 .197 .197
64.7500 I .7..97 .197 .197 .196 .:196
65.0000 I .196 .196 .196 .196 .195
65.2500 I .195 .195 .195 .195 .:1.95
65.5000 I .194 .194 .194 .194 .:194
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time vs. Volume Page 6.07
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
•
Time I Output Tirne increment = .0500 hrs
hrs I
---------I- Time on left
--------------- represents
-------- time for first value in each row.

65.7500 I
.199 ----
.194 --------------
.193 -----------
.193 ----------
.193
66.0000 I .193 .193 .193 .192 .192
66.2500 I .192 .192 .192 .192 .192
66.5000 I .191 .191 .191 .191 .191
66.7500 I .191 .190 .190 .190 .190
67,0000 I .190 .190 .190 .189 .189
67.2500 I .189 .189 .189 .189 .189
67.5000 I .188 .188 .188 .188 .188
67.7500 I .188 .188 .187 .187 .187
68.0000 I .187 .187 .187 .186 .186
68.2500 I .186 .186 .186 .186 .185
68.5000 I .185 .185 .185 .185 .185
68.7500 I .185 .184 .1.84 .184 .184
69.0000 I .184 .184 .183 .183 .183
69.2500 I .183 .183 .183 .183 .182
69.5000 I .182 .182 .182 .182 .182
69."7500 I .181 .181 .181 .181 .181
70.0000 I .181 .181 .180 .180 .180
70.2500 I .180 .180 .180 .180 .179
70.5000 I .179 ,179 .179 .179 .179
70.'7500 I .178 .178 .178 .178 .178
71.0000 I .178 .178 .177 .177 .177
71.2500 I .177 .177 .177 .177 .176
71.5000 I .7.76 .176 .176 .176 .176
71.7500 I .176 .175 .175 .175 .175
72.0000 I .175 .175 ,175 .174 .174
72.2500 I .174 .179 .174 .174 .173
72.5000 I .1.73 .173 .173 ,173 .173
72.7500 I .173 .172 .172 .172 .172
73.0000 I .172 .172 .172 .171 .17.
73.2500 I .171 .171 .171 .171 .17_
73.5000 I .170 .170 .170 .170 .170
73.7500 I .1.70 .170 .169 .169 .169
74.0000 I .1.69 .169 .169 .169 .169
74.2500 I .168 .168 .168 .168 .168
74.5000 I .168 .168 .167 .167 .16'~
79.7500 I .167 .167 .167 .167 .166
75.0000 I .16F> .166 .166 .166 .166
75.2500 I .1.66 .165 .165 .165 .165
75.5000 I .165 .165 .165 .164 .164
75.7500 I .164 .164 .164 .164 .169
76.0000 I .164 .163 .163 .163 .163
76.2500 I .163 .163 .163 .162 .162
76.5000 I .162 .162 .162 .162 .162
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Time vs. Volume Page 6.08
Name.... POND 10 OtJT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)

•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
--------------- represents
-------- time for first value in each row.

76.7500 I
.161 ----
.161 --------------
.161 ----------
.161 ----------
.161
77.0000 I .161 .161 .160 .160 .160
77.2500 I .160 .160 .160 .160 .159
77.5000 I .159 .159 .159 .159 .159
77.7500 I .159 .158 .158 .158 .158
78.0000 I .158 .158 .158 .158 .157
78.2500 I .157 ,157 .157 .157 .157
78.5000 I .157 .156 .156 .156 .156
78.7500 I .156 .156 .156 .155 .155
79.0000 I .155 .155 .155 .155 .155
79.2500 I .155 .154 .159 .154 .154
79.5000 I .154 .154 .154 .153 .153
79.7500 I .153 .153 .153 .153 .153
80.0000 I .153 .152 ,152 .152 .152
80.2500 I .152 .152 .152 .152 .151
80.5000 I .151 .151 .151 .151 .151
80.7500 I .151 .150 .150 .150 .150
81.0000 I .1.50 .150 .150 .150 .149
81.2500 I .149 .149 .149 .149 .149
81.5000 I .149 .149 .148 .148 .148
81.7500 I .148 .148 .148 ,148 .148
82.0000 I .147 .147 .147 .147 .147
82.2500 I .147 .147 .147 .146 .146
82.5000 I .146 .146 .146 .146 .146
82.7500 I .146 .145 .145 .145 .145
83.0000 I .145 .145 .145 .145 .144
83.2500 I .1.44 .194 .144 .144 .144
83.5000 I ,194 .144 .144 .143 .143
83.7500 I .193 .143 .143 .143 .143
84.0000 I .143 .142 .142 .142 .142
84.2500 I .142 .142 .142 .142 .141
84.5000 I .141 .141 .141 .141 .191
84.7500 I .141 .141 .141 .140 .140
85.0000 I .140 .190 .140 .140 .140
85.2500 I .140 .139 .139 .139 .139
85.5000 I .139 .139 .139 .139 .138
85.7500 I .138 .138 .138 .138 .138
86.0000 I .1.38 .138 .138 .137 .137
86.2500 I .137 .137 .137 .137 .137
86.5000 I .137 .136 .136 .136 .136
86.7500 i .136 .136 .136 .136 .135
87.0000 I .135 .135 .135 .135 .135
87.2500 I .135 .135 .135 .139 .134
87.5000 I .134 .134 .134 .134 .134
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

Type.... Time vs. Volume Page 6.(~9
Name .... POND 10 OIJT Tag : 1 Event : 1 ~•r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
--------------- represents
-------- time for first value in each row.

87.7500 I
.134 ----
.134 --------------
.133 ----------
.133 -------
.13`:
88.0000 i .1.33 .133 .133 .133 .13.+
88.2500 I .132 .132 .132 .132 .13~
88.5000 I .132 .132 .132 .132 .13-
88.7500 I .13] .131 .131 .131 .13-
89.0000 I .13] .131 .131 .130 .130
89.2500 I .130 .130 .130 .130 ,13(~
89.5000 I .130 .130 .129 .129 .129
89.7500 I .129 .129 .129 .129 .12~
90.0000 I .129 .:128 .128 .128 .12E,
90.2500 I .128 .:128 .128 .128 .:12E~
90.5000 I .127 .127 .127 .127 .12"
90.7500 I .127 .127 .127 .127 .126
91.0000 I .126 .126 .126 .126 .126
91.2500 I .1.26 .126 .126 .126 .12 _.
91.5000 I .125 .125 .125 .125 .12~~
91.7500 I .125 .125 .125 .124 .:124
92.0000 I .124 .124 .124 .124 .124
92.2500 I .124 .124 .124 .123 .12 ;.
92.5000 I .123 .123 .123 .123 .12..
92.7500 I .123 .123 .122 .122 .12~
93.0000 I .122 .122 .122 .122 .12~
93.2500 I .122 .122 .121 .121 .121
93.5000 I .127. .:121 .121 .121 .:121
93.7500 I .121. .121 .120 .120 .120
99.0000 I .120 .120 .120 .120 .12(~
94.2500 I .120 .120 .119 .119 .11~
99.5000 I .119 .:119 .119 .119 .11~
94.7500 I .119 .119 .118 .118 .11f'
95.0000 I .118 .118 ,118 .118 .:11E
95.2500 I .118 .118 .117 .117 .11"
95.5000 I .117 .117 .117 .117 .11~
95.7500 I .117 .117 .116 .116 .:11E~
96.0000 I .116 .:116 .116 .116 .:11F.
96.2500 I .116 .116 .115 .115 .:11`~
96.5000 I .115 L15 .115 .115 .:11_`~
96.7500 I .115 .:115 .114 ,114 .:114
97.0000 I .114 .114 .114 .114 .114
97.2500 I .114 .:114 .114 .113 .:11;
97.5000 I .113 .113 .113 .113 .11;
97.7500 I .113 .:113 .113 .112 ,11~
98.0000 I .112 .:112 .112 .112 .:11~
98.2500 I .112 .112 .112 .112 .:11]
98.5000 I .111. .111 .111 ,].11 .111
S/Pd: EFYXYWGYYNFB hlalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

•
Type.... Time vs. Volume Page 6.10
Name.... POND 10 OUT Tag: 1 Event: 1 yi
Fi:1e.... M:\Haestad\PondPack\700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
DIME vs. VOLUME (ac-ft)
•
•
'l'ime ~ c)utput Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents time for first
----- value in each row.

98.7500 I
.111 ---------
.111 ------------
.111 ----------
.111 ----------
.111
99.0000 ~ .110 .110 .110 .110 .110
99.2500 I .110 .110 .110 .110 .110
99.5000 ~ .110 .109 .109 .109 .109
99.7500 ~ .109 .109 .109 .109 .109
100.0000 I .109
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Vol: Elev-Area
Name.... POND 10
Page 7.01
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum
(ft)
----------- (sq.in) (sq.ft)
---------------------- (sq.ft)
--------------- (ac-ft) (ac-ft)

47.50
----- 9864 ---
0 ---------
.000 ---------------
.000
48.00 ----- 1.0856 31068 .119 .119
49.00 ----- 20458 46217 .354 .473
50.00 ----- 22554 64492 .494 .966
51.00 ----- 24747 70926 .543 1.509
52.00 ----- 26824 77336 .592 2.1C11
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-ELl) * (Areal + Areal + sq.rt.(Areal*Area2))
where: EL1, EL2 = bower and upx~er elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
•
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Outlet Ir_put Data
Name.... POND 1 OUTLET
Page 8.6):L
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 47.50 ft
Increment = .08 ft
Max. Elev.= 52.00 ft
**********************************************
OUTLET CONNECTIVITY
**********************************************
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to Upstream)
<---> Forward and Reverse Both Allowed
Structure No. Out:fall E1, ft E2, ft
Stand Pipe RO ---> CO 48.920 52.000
Orifice-Circular 00 ---> CO 47.750 52.000
Culvert-Circular CO ---> TW 47.700 52.000
TW SETUP, DS Channel
•
•
S/N: EFYXYWGYYNFB ~:alpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Outlet Ir_put Data
Name.... POND 1 OUTLET
Page 8.02
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = RO
Structure Type = Stand Pipe
# of Openings = 1
Invert Elev. = 48.92 ft
Diameter = 29.00 in
Orifice Area = 3.1416 sq.ft
Orifice Coeff. _ .580
Weir Length = 6.28 ft
Weir Coeff. = 3.000
K, Reverse = ]..000
Mannings n = .0000
Kev,Charged Riser = .000
Weir Submergence = No
Structure ID = 00
Structure Type = Orifice-Ci rcular
# of Openings 1
Invert E7_ev. 47.75 ft
Diameter = 1.50 in
Orifice Coeff. _ .580

S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:54 PM _`i/26/2006

Type.... Outlet Input Data
Name.... POND 1 OUTLET
Page 8.03
. File.... M:\Haestad\Ponc9Pack\P700-799\F>776-Brookstone\p776-pondl.ppw
CUTLET STRUCTURE INPUT DATA
Structure ID = CO
Structure Type = Culvert-Ci rcular
i`o. Barrels = 1
Farrel Diameter = 1.8.00 in
I:pstream Invert = 47.70 ft
Cnstream invert = 47.50 ft
Eoriz. Length = 99.00 ft
Farrel Length = 94.00 ft
Farrel Slope = .00213 ft/ft
CUTLET CONTROL DATA ...
Nannings ri = .0130
Ke = .2000 (forward entrance less)
Kb = .01.8213 (per ft of full flow)
Kr = .2000 (reverse entrance less)
EW Convergence = .001 +/- ft
INLET CON`T'ROL DATA. ..
Equation :form = 1
Inlet Control K = .0045
Inlet Cont;:rol M 2.0000
_
Inlet Control c .03170
Inlet Control Y = .6900
T7. ratio (HW/D) _= 1..094
T2 ratio (HW/D) = 1..196
Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ. below Tl elev.
Use submerged inlet r_ontrol Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
At Tl Elev = 49.34 ft ---> Flow = 7.58 cfs
At T2_ Elev = 49.99 ft ---> Flow = 8.66 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
FREE OUTFACE CONDI'CIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 90
Min. TW tolerance = .O1 ft
Max. TW tolerance =_ .O1 ft
N.in. HW tolerance =_ .O1 ft
Max. HW tolerance = .O1 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
•
S/N: EFYXYWGYYNFB D_alpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

Type.... Individual Outlet= Curves
Name.... POND 1 OUTLE'P
Page 8.04
• File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Stand Pipe)
Ups tream ID = ( Pond Water Surface)
DNs tream ID = CO (Cu lvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Error E rror TW Error
ft cfs ft ft ft +/-ft +/ -cfs ft +/-ft
47.50 .00 ... ... ... ... ... Free Outfall.
WS below an invert; no flow.
47.58 .00 ... ... ... ... ... Free Outfall.
WS below an invert; no flow.
47.67 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
97.70 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
97.75 .00 ... ... ... ... ... Free Outfal]_
WS below an invert; no flow.
47.83 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
47.92 .00 ... ... ... ... ... Free Outfal]_
WS below an invert; no flow.
.
98.00 .00 Free Outfall
WS below arr invert; no flow.
48.08 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.17 .00 ... ... ... ... ... Free Outfal].
WS below arr invert; no flow.
48.25 .00 ... ... ... ... ... Free Outfal].
WS below an invert; no flow.
48.33 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
98.42 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.50 .00 ... ... ... ... ... Free Outfal]_
WS below an invert; no flow.
48.58 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.67 .00 ... ... ... ... Free Outfall
WS below an invert; no flow.
48.75 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.83 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.

S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
~i/26/2006

Type.... Individual Outlet Curves
Name.... POND 1 OUTLET
Page 8.05
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING `TABLE FOR ONE OUTLET TYPE

•
Structure ID = RO (Stand Pipe)
Upstream ID = (Pond Water Surface)
DNstream ID = CO (Culvert-C ircular)
Pond WS. Device (into) Converge Next DS HGL Q 3UM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error E rror TW Error
ft cfs ft_ ft ft +/-ft +/ -~~fs ft +/-ft
48.92 .00 ... ... ... ... ... Free Outfall.
WS below sn invert; no flow.
98.92 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
49.00 .43 99.00 Free 48.08 .000 .~00 Free Outfall
Weir: H =.08ft
49.08 1.24 49.08 Free 48.33 .000 .~00 Free Outfall_
Weir: H =.16ft
49.17 2.31 49.].7 Free 48.57 .000 .~00 Free Outfall
Weir: H =.?_5ft
49.25 3.57 49.25 Free 48.81 .000 .J00 Free Outfal].
Weir: H =.33ft
49.33 5.01 49.33 49.07 49.07 .000 .]00 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: 3 = .41ft
49.92 6.60 49.42 49.35 49.35 .000 .~00 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: .j = .50i°t
99.50 8.33 49.50 49.50 49.50 .000 .~00 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: _9 = .58ft
49.58 * 49.58 49.58 49.58 .000 .~00 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: :3 = .66ft
49.67 12.16 49.67 49.67 49.67 .000 .~00 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: :3 = .75ft
49.75 13.32 49.75 49.75 49.75 .000 .~00 Free Outfal:L
FULLY CHARGED RISER: Orifice Equation Cont rol to Crest; H=.83
49.83 * 99.83 49.83 49.83 .000 .~00 Fi°ee Outfall
FULLY CHARGED RISER, DOWNSTRE AM CONTROL: K ev=O. Hev=0.000
49.92 14.59 49.92 99.92 49.92 .000 .~00 Free Outfall
FULLY CHARGED RISER: Orifice Equation Cont rol to Crest; H=1.00
50.00 15.19 50.00 50.00 50.00 .000 .~00 Free Outfal]_
FULLY CHARGED RISER: Orifice Equation Cont rol to Crest; H=1.08
50.08 15.77 50.08 50.08 50.08 .000 .~00 Free Outfall
FULLY CHARGED RISER: Orifice Equation C~~nt rol to Crest; H=1.16
50.17 16.32 50.7.7 50.17 50.17 .000 .~00 Free Outfal:L
FULLY CHARGED RISER: Orifice Equation Cont rol to Crest; H=1.25
50.25 * 50.25 50.25 50.25 .000 .]00 Free Outfall
FULLY CfiARGED RISER, DOWNSTRE AM CONTROL: K ev=O. Hev=0.000
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Individual Out.l.et Cu-ves
Name.... POND 1 OUTLET
Page 8.06
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Stand Pipe)
Upstream ID = (P ond Water Surface)
DNstream ID = CO ( Culvert-C ircular)
Pond WS. Device (into) Con aerge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGT, DS HGL DS HGL Error E rror TW Error
ft cfs ft -t ft +/-ft +/ -cfs ft +/--ft
50.33 17.38 50.33 50.33 50.33 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.41
50.92 17.88 50.42 50.92 50.42 .000 .000 Free Outfall
FULLY Cf~ARGED RISER: Orifice Equation Control to Crest; FI=1.50
50.50 18.37 50.50 50.50 50.50 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.58
50.58 18.85 50.58 50.58 50.58 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.66
50.67 19.32 50.67 50.67 50.67 .000 .000 Free Outfall
FULLY C'I~ARGED RISER: Orifice Equation Control to Crest; H=1.75
50.75 19.77 50.'15 50.75 _`i0.75 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.83
50.83 20.22 50.83 50.83 50.83 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.91
50.92 * 50.92 50.92 50.92 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Fev=0.000
51.00 21.08 51.00 51.00 51.00 .000 .000 Free Outfall
FULLY CI~ARGED RISER: Orifice Equation Control to Crest; H=2.08
51.08 21.50 51.08 51.08 51.08 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=2.16
51.17 * 51.17 51.17 .`i1.17 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Eev=0.000
51.25 22.31 51.25 '1.25 5]..25 .000 .000 Free Outfall
FULLY CfIARGED RISER: Orifice Equation Control to Crest; H=2.33
51.33 * 51.33 51.33 51.33 .000 .000 Free Outfall
FULLY Cf1ARGED RISER, DOWNSTRE AM CONTROL: Kev=O. Fev=0.000
51.42 * 51.42 51.42 51.42 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Eev=0.000
51.50 * 51.50 X1.50 51.50 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Fev=0.000
51.58 * 51.58 ~1.58 _i1.58 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Fev=0.000
51.67 * 51.67 _;1.67 51.67 .000 .000 Free Outfal.l
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev=0.000
51.75 * 51.75 X1.75 `i1.75 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Fev=0.000
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Indi~~idual Outlet: Curves
Name.... POND 1 OUTLE'P
Page 8.77
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Stand Pipe)
Upstream ID = (Pond Water Surface)
DNstream ID = CO ( Culvert-Circular)
Pond WS. Device (into) Con verge Next DS HGL Q SUM DS C han. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/--ft
51.83 * 51.83 51.83 51.83 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev=0.300
51.92 * 51.92 51.92 51.92 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev=0.000
52.00 * 52.00 52.00 52.00 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev=0.000
•
•
S/N: EFYXYWG'~YNFB Malpass & Associat=es
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Individual Outlet Curves
Name.... POND 1 OUTLET
Page 8.08
File.... M:\Haestad\PondPack\?700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OU7.'LET TYPE
Structure ID = 00 (Orifice-Circular)
Ups tream ID = ( Pond Water Surface )
DNs tream ID = CO (Culvert-Circular)
Pond WS. Device (into) C on~~erge Next DS HGL Q SUM DS Ch an. TW
Ela_v. Q HW HGL DS HGL DS 3GL Error Error TW Err_or
ft cfs ft t ft +/-ft + /-cfs ft +/--ft

47.50
.00
...
...
.,.
...
...
Free ---
Outfal:l
WS below an invert; no flow.
97.58 .00 ... ... ... ... ... Free Outfal:l
WS below an invert; no flow.
47.67 .00 ... ,.. ... ... ... Free Outfall
WS below an invert; no flow.
97.70 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
97.75 .00 ... ... .,. ... ... Free Outfall
WS below an invert; no flow.
47.83 .O1 47.83 Free 47.75 .000 .000 Free Outfall
CR IT.DEPTH CONTROL Vh== .021f t Dcr= .062ft CRIT.DEPTH Hev= .OOft
97.92 .02 47.92 X7.78 47.78 .000 .000 Free Outfal:L
H =.10
48.00 .02 48.00 47.79 47.79 .000 .000 Free Outfall
H =.19
48.08 .03 48.08 -17.79 47.79 .000 .000 Free Outfal:L
H =.27
98.17 .03 98..1.7 -17.80 47.80 .000 .000 Free Outfall
H =.35
48.25 .09 98.25 -17.81 47.81 .000 .000 Free Outfal:L
H =.94
98.33 .04 98.33 -17.81 47.81 .000 .000 Free Outfal:L
H =.52
48.42 .04 98.42 17.81 47.81 .000 .000 Free Outfala
H =.60
93.50 .OS 98.50 17.82 47.82 .000 .000 Free Outfall
H =.68
93.58 .05 48.58 17.82 47.82 .000 .000 Free Outfal:L
H =.76
98.67 .05 48.67 17.82 47.82 .000 .000 Free Outfall
H =.84
48.75 .05 48.75 17.83 47.83 .000 .000 Free Outfal:l
H =.92
98.83 .06 48.83 17.83 47.83 .000 .000 Free Outfal:L
H =1.00
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:59 PM
Malpass & Associates
5/26/2006

Type.... Individual Outlet Curves
Name.... POND 1 OUTLET
Page E3.C9
File.... M:\Haes tad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 00 (Orifice- Circular)
Upstream ID = (Pond Water Surface)
DNstream iD = CO (Culvert-Circular)
Pond WS. Device (into) Con verge Next DS HGL Q SUM DS Ch an. 7W
Elev. Q HW HGI, DS HGL DS HGL Error E rror TW Error
ft cfs ft ft ft +/-ft +/ -cfs ft +i-ft
98.92 .06 98.92 97.83 97.89 .004 .000 Free Out:Ea]].
H =1.08
98.92 .06 48.92 47.83 97.84 .004 .000 Free OutEa]1
H =]..09
49.00 .05 49.00 48.08 98.08 .000 .000 Free OutEal7.
H =.92
49.08 .05 99.08 48.33 98.33 .000 .000 Free OutEal]_
H =.75
49.17 .04 49..1.7 98.57 48.57 .000 .000 Free Outfall
H =.60
49.25 .04 49.25 48.81 9.8.81 .000 .000 Free Outfal].
H =.44
49.33 .03 49.33 49.07 99.07 .000 .000 Free Outfa_1
H =.27
49.42 .Ol 49.92 49.35 49.35 .000 .000 Free Outfa=l
H =.06
99.50 * 49.50 49.50 49.50 .000 .000 Free Outfa-l
FLOW PRECEDEN CE SET TO DOWNSTREAM CONT ROLLI NG STRUCTURE
49.58 * 49.58 49.58 49.58 .000 .000 Free Outfa-l
FLOW PRECEDEN CE SET TO DOWNSTREAM CONT ROLLI NG STRUCTURE
49.67 * 49.67 49.67 49.67 .000 .000 Free Outfa=:L
FLOW PRECEDEN CE SET TO DOWNSTREAM CONT ROLLI NG STRUCTURE
49.75 .OC 49.75 49.75 49.75 .000 .000 Free Outfa-l
H =.00
49.83 * 49.83 49.83 49.83 .000 .000 Free Outfa_1
FLCW PRECEDEN CE SET TO DOWNSTREAM CONT ROLLI NG STRUCTURE
99.92 .OC 49.92 49.92 49.92 .000 .000 Free Outfa-:L
H =.00
50.00 .OC 50.00 50.00 `i0.00 .000 .000 Free Outfa:_:L
H =.00
50.08 .OC 50.08 50.08 ~i0.08 .000 .000 Free Outfa_:L
H =.00
50.17 .OC 50.17 50.17 .10.17 .000 .000 Free Outfa-:L
H =.00
50.25 * 50.25 50.25 50.25 .000 .000 Free Outfa-:L
FLOW PRECEDENCE SET TO DOWNSTREAM CONT ROLLI NG STRUCTURE
•
S/N: EFYXYWGYSNFB
PondPack (l0.OC.016.00)
3:54 PM
Malpass & Associai.es
5/26/2006

Type.... Individual Out.l_et Curves
Name.... POND 1 OUILE`P
Page 8.70
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Stricture ID = 00 (Orifice-Circular)
Upstream ID = (Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Conperge Next DS HGL Q SUM DS Chan. 7W
Elev. Q 3W HGL, DS HGL DS HGL Error Error TW Error
ft cfs ft °t ft +/-ft +/-cfs ft +,-ft
50.33 .00 50.33 50.33 50.33 .000 .000 Free Outfall.
H =.00
50.42 .00 50.42 50.42 50.42 .000 .000 Free Outfal].
H =.00
50.50 .00 50.50 50.50 50.50 .000 .000 Free Outfall
H =.00
50.58 * 50.58 50.58 50.58 .000 .000 Free OutEal]_
FLJW PREC EDENCE SET TO DOWNSTREAM CONTROLLI NG STRUCTURE
50.67 .00 50.67 50.67 50.67 .000 .000 Free OutEal]_
H =.00
50.75 .00 50.75 50.75 50.75 .000 .000 Free Outfal]_
H =.00
50.83 .00 50.83 50.83 50.83 .000 .000 Free Outfall
H =.00
50.92 * 50.92 50.92 50.92 .000 .000 Free Outfa_:L
FLAW PREC EDENCE SET TO DOWNSTREAM CONTROLLI NG STRUCTURE
51.00 .00 51.00 51.00 51.00 .000 .000 Free Outfall
H =.00
51.08 .00 51.08 51.08 51.08 .000 .000 Free Outfa=l
H =.00
51.17 * 51.17 51.17 51.17 .000 .000 Free Outfa-l
FL,DW PREC EDENCE SET TO DOWNSTREAM CONTROLLI NG STRUCTURE
51.25 .00 51.25 51.25 51.25 .000 .000 Free Outfa-l
H =.00
51.33 * 51.33 51.33 51.33 .000 .000 Free Outfa-:L
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
51.42 * 51.42 51.42 51.42 .000 .000 Free Outfa=]_
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
51.50 * 51.50 51.50 51.50 .000 .000 Free Outfa.l
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
51.58 * 51.58 51.58 51.58 .000 .000 Free Outfa.:L
FLOW PRI_,C EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
51.67 51.6'7 51.67 51.67 .000 .000 Free Outfa=:L
FLAW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
51.75 * 51.'75 51.75 51.75 .000 .000 Free Outfa-l
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Mal.pass & Associates
5/26/2(106

Type.... Individual Outlet Cu=ves
Name.... POND 1 OUTLET
Page 8.11
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 00 (Orifice-Circular)
Upstream ID = (Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Err.or
ft cfs ft ~t ft +/-ft +/-cfs ft +/-ft
51.83 * 51.83 51.83 51.83 .000 .000 Free Outfall
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
51.92 * 51.92 51.92 51.92 .000 .000 Free Outfall
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE
52.00 * 52.00 52.00 52.00 .000 .000 Free Outfall
FLOW PREC EDENCE SET TO DOWNSTREAM CONTROLLING STRUCTURE

C
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Individual Outlet Curves
Name.... POND 1 OUTLET
Page 8.]1.
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
Mannings open channel maximum capacity: 5.21 cfs
UPstream ID's= R0, 00
DNstream I1~ _= TW (Pond Outfall)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Er ror Error TW Erro r
ft cfs fi: ft ft +/ -ft + /-cfs ft +~-f t

47.50
.00
...
... --
... ---- -
... ---
... ------- -----
Free Out:Eall --
WS below an invert; no flow.
47.58 .00 ... ... ... ... ... Free Outfal].
WS below an invert; no flow.
47.67 .00 ... ... ... ... ... Free Outfa]]_
WS below an invert; no flow.
97.70 .00 ... ... ... ... ... Free Outfal].
WS below an invert; no flow.
47.75 .00 ... ... ... ... ... Free OutEal]
WS below an invert; no flow.
47.83 .Ol 97.75 Free Free .000 .000 Free Outf~l.l
BACKWATER CONTROL.. Vh= .009ft hwDi= .044ft Lbw= 94.Cft Hev= .OOft
47.92 .02 97.78 Free Free .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .006ft hwDi= .067ft Lbw= 99.Cft Hev= .OOft
48.00 .02 47.79 Free Free .000 .000 Free Outf~ll
BACKWATER CONTROL.. Vh= .008ft hwDi= .077ft Lbw= 94.Cft Hev= .OOft
48.08 .03 47.'79 Free Free .000 .001 Free Outf~].1
BACKWATER CONTROL.. Vh= .OOSft hwDi= .083ft Lbw= 94.Cft. Hev= .OOft
48.17 .03 97.80 Free Free .000 .000 Free Outf~].1
BACKWATER CONTROL.. Vh= .OlOft hwDi= .089ft Lbw= 99.Ci't Hev= .OOft
98.25 .04 47.81 Free Free .000 .001 Free Outf~ll
BACKWATER CONTROL.. Vh= .OlOft hwDi= .093ft Lbw= 94.Ci°t Hev= .OOft
48.33 .09 47.81 Free Free .000 .000 Free Outf~7.1
BACKWATER CONTROL.. Vh= .Ollft hwDi= .097ft Lbw= 99.Cft Hev= .OOft
98.42 .04 97.81 Free Free .000 .000 Free Outfzll
BACKWATER CONTROL.. Vh= .011ft hwDi= .lOlft Lbw= 94.Cft Hev= .OOft
98.50 .05 47.82 Free Free .000 .001 Free Outf~].l.
BACKWATER CONTROL.. Vh= .012ft hwDi= .103ft Lbw= 99.Cft Hev= .OOft
48.58 .05 97.82 Free Free .000 .001 Free Outf~ll
BACKWATER CONTROL.. Vh== .012ft hwDi= .106ft Lbw= 94.Ci°t Hev= .OOft
98.67 .05 47.82 Free Free .000 .000 Free Outf~]1
BACKWATER CONTROL.. Vh= .012ft hwDi= .110ft Lbw= 99.Cft Hev= .OOft
48.75 .05 47.83 Free Free .000 .000 Free Outf~ll
BACKWATER CONTROL.. Vh= .013ft hwDi= .112ft Lbw= 99.Cft Hev= .OOft
98.83 .06 47.83 Free Free .000 .000 Free Outf~ll
BACKWATF~R CONTROL.. Vh= .013ft hwDi= .114ft Lbw= 94.Cf.t Hev= .OOft
•
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Individual Ow let Curves
Name.... POND 1 OUTLET
Page 8."13
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
•
•
RATING TABLE FOR ONE OUTLET TYPE
Structure
---------- ID ~= CO
----------- ~Cu].vert-Circular)
---

Mannings o
pen channe ---------------
l maximum capacity
: 5.21
cfs
UPstream ID's= R0, 00
DNstream ID = TW ( Pond Outfall)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. ^W
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft + /-cfs ft +;-ft
48.92 .06 97.84 Free Free .000 .001 Free Outfa]_1
BACKWATER CON'PROL.. Vh= .014ft hwDi= .115ft Lbw= 99.Oft Hev= .OOft
48.92 .06 47.E34 Free Free .000 .001 Free Outfall
BACKWATER CON'CROL.. Vh= .014ft hwDi= .115ft Lbw= 94.Oi°t He-v= .OOft
49.00 .48 48.08 Free Free .000 .001 Free Outfa]_].
BACKWATER CONTROL.. Vh= .047ft hwDi= .319ft Lbw= 94.Oft. Hev= .OOft
99.08 1.30 48..33 Free Free .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .085ft hwDi= .527ft Lbw= 94.Oft Hev= .OOft
49.17 2.35 48.57 Free Free .000 .001 Free Outfa7.1
BACKWATER CON`CROL.. Vh= .120ft hwDi= .725ft Lbw= 94.Uft. Hev= .OOft
49.25 3.61. 48.81 Free Free .000 .002 Free Outfa]_1
BACKWATIP~R CONTROL.. Vh= .155ft hwDi= .925ft Lbw= 99.Oft Hev= .OOft
49.33 5.09 49.07 Free Free .000 .000 Free Outfall.
BACKWATER CONTROL.. Vh= .192ft hwDi= 1.135f t Lbw= 94.Oft I~v= .OOft
99.42 6.61 49.35 Free Free .000 .004 Free Outfa]_1
BACKWATER CONTROL.. Vh= .237ft hwDi= 1.369f t Lbw= 94.Oft h~v= .OOft
99.50 7.29 49.50 Free Free .000 1.036 Free Outfall
BACKWATER CONTROL.. Vh= .266ft hwDi= L 481f t Lbw= 94.Oft IP~v= .OOft
49.58 7.60 49.58 Free Free .000 2.584 Free Outfall
F[JLL FLOW ...Lfu11=12.52ft Vh=.287ft HL=.91 0ft Hev= .OOft
49.67 7.89 49.E~7 Free Free .000 4.271 Free Outfa].1
FULL FLOW ...Lfu11=2 6.99ft Vh=.310ft HL=.52 9ft Hev= .OOft
99.75 8.18 49.75 Free Free .000 5.136 Free Outfa].1
FULL FLOW ...Lf.u11=38.28ft Vh=.333ft HL=.632ft Hev= .OOft
49.83 8.46 49.83 Free Free .000 5.508 Free Outfa7.1
FULL FL,OW ...Lfu11=9 7.1Oft Vh=.356ft HL=.73 3ft Hev= .OOft
49.92 8.74 99.92 Free Free .000 5.854 Free Outf~]1
FULL FI,OW ...Lfull=54.26ft Vh=.380ft HL=.832ft Hev= .GOft
50.00 9.01 50.00 Free Free .000 6.7.80 Free Outf~ll
FULL FLOW ...Lfull=60.20ft Vh=.404ft HL=.928ft Hev= .GOft
50.08 9.28 50.08 Free Free .000 6.484 Free Outf~ll
FULL FLOW ...Lfu11=64.90ft Vh=.929ft HL=1.021ft Hev= .OOft
50.17 9.55 50.1.7 Free Free .000 6.774 Free Outf~ll
FULL FLOW ...Lf:ul_1=68.98ft Vh=.954ft HL=1.114ft Hev= .OOft
50.25 9.80 50.25 Free Free .000 7.054 Free Outfa7.1
FULL FLOW ...Lfull=72.48ft Vh=.478ft HL=1.205ft Hev= .OOft
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Individual Out:Let Curves
Name.... POND 1 OUTLET
•
Page 8. .4
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID == CO (Culvert-Circular)
Mannings open channel maximum capacity: 5.21 cfs
Upstream ID's== R0, 00
DNstream ID = TW (Pond Outfall)
•
•
Pond WS
Elev.
ft
50.33
50.42
50.50
50.58
50.67
50.75
50.83
50.92
51.00
51.08
51.17
51.25
51.33
51.42
51.50
51.58
51.67
51.75
Device (into) Converge Next
Q HW HGL DS HGL DS HGL
cfs ft ft ft
10.06 50.33 Free Free
FULL FLd)W...Lfu11=75.04ft
10.31 50.42 Free Free
FULL FLOW...Lfu11=77.90ft
10.56 50.50 Free Free
FULL FLOW...Lfu11=79.49ft
10.80 50. `i8 Free Free
FULL FLOW...Lfu11=81.28ft
11.04 50.67 Free Free
FULL FLOW...Lf:u11=82.85ft
11.30 50.'15 Free Free
FULL FLOW...Lf.ull=83.45ft
11.53 50.83 Free Free
FULL FLOW...Lfu11=89.61ft
11.76 50.92 Free Free
FULL FLOW...Lfull=85.59ft
11.99 51.00 Free Free
FULL FLOW...Lfu11=86.45ft
12.21 51.08 Free Free
FULL FLOW...Lf.u11=87.27ft
12.43 51.1.7 Free Free
FULL FLOW...Lfu11=87.86ft
12.65 51.25 Free Free
FULL FLOW...Lfu11=88.50ft
12.86 51.33 Free Free
FULL FI~OW...Lfu11=88.96ft
13.07 51.42 Free Free
FULL FLOW...Lfu11=89.51ft
13.29 51.50 Free Free
FULL FLOW...Lfu11=89.86ft
13.49 51.58 Free Free
FULL FI~OW...Lf.u11=90.34ft
13.69 51.Ei7 Free Free
FULL FLOW...Lfu11=90.60ft
13.90 51."15 Free Free
FULL FLC)W,,.Lfull=90.BSft
DS HGL Q SUM DS Chan. TW
Error Error TW Error
+/-ft +/-cfs ft +,'-ft
- ------ ------ ------- --------
.000 7.313 Free Outf~ll.
Vh=.504ft HL=1.294ft Hev= .OOft
.000 7.572 Free Outf~7.]
Vh=.529ft HL=1.380ft Hev= ,OOft
.000 7.817 Free Outf~].1.
Vh=.555ft HL=1.468ft Hev= .OOft
.000 8.050 Free Outf~ll
Vh=.581ft HL=1.556ft Hev= .OOft
.000 8.282 Free Outf~].l
Vh=.606ft HL=1.692ft Hev= .OOft
.000 8.978 Free Outf~ll
Vh=.635ft HL=1.727ft Hev= .OOft
.000 8.687 Free Outf~].1
Vh=.662ft HL=1.814ft Hev= .OOft
.000 8.899 Free Outf~ll
Vh=.688ft HL=1.899ft Hev= .OOft
.000 9.093 Free Outf~ll
Vh=.715ft HL=1.984ft Hev= .OOft
.000 9.291 Free Outf~7.1.
Vh=.742ft HL=2.069ft Hev= .OOft
.000 9.478 Free Outf~].l
Vh=.769ft HL=2.153ft Hev= .OOft
.000 9.663 Free Outf~].l
Vh=.796ft HL=2.239ft Hev= .OOft
.000 9.844 Free Outf~].l
Vh=.823ft HL=2.322ft Hev= .OOft
.000 10.023 Free Outf~ll.
Vh=.850ft HL=2.407ft Hev= .OOft
.000 10.192 Free Outf~].l
Vh=.878ft HL=2.492ft Hev= .(10ft
.000 10.367 Free Outf~].1
Vh=.905ft HL=2.575ft Hev= .OOft
.000 10.533 Free Outf~].1
Vh=.933ft HL=2.659ft Hev= .OOft
.000 10.693 Free Outf~ll
Vh=.961ft HL=2.743ft Hev= .OOft
S/N: EFYXYWGYYNFB b:alpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Individual Outlet Curves
Name.... POND 1 OUTLET
Page 8.15
• File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond L ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circularl
Mannings open channel maximum capacity: 5.21 cfs
UPstream ID's= R0, 00
DNstream CD = TW (Pond Outfall)
Pond WS. Device (into) Converge Next
Elev. Q HW HGL DS HGI~ DS HGL
ft cfs ft ft ft
51.83 14.09 51.83 Free Free
FULL FLOW...Lfull=91.31ft
51.92 14.28 51.92 Free Free
FULL FLOW...Lf_u11=91.49ft
52.00 14.49 52.00 Free Free
FULL FI~OW...Lfull=91.62ft
DS HGL Q SUM DS Chan. 7W
Error Error TW Error
+/-ft +/-cfs ft +i-ft
.000 10.860 Free Outf~]_1
Vh=.988ft HL=2.828ft Hev= .OOft
.000 11.018 Free Outf~7.1
Vh=1.015ft HL=2.911ft Hev= .OOft
.000 11.167 Free Outf~].l
Vh=1.044ft HL=2.995ft Hev= .OOft
•
•
S/N: EFYXYWGYYNFB h:alpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Composite Rating Curve
Name.... POND 1 O[ITLE'P
Page B.lE;
. File.... M:\Haestad\PondPack\P700-799\p77E-Brookstone\p776-pondl.ppw
***** COMPOSITE OUTFLOW SUMMARY ****

•
WS Elev, 'T'otal Q Notes
-------- -------- ------ --- Converge ---------- --- ------------
Elev. Q TW E lev Ez°ror_
ft
-------- cfs
------- ft: +/-ft
-------- Contributing Structures

47.50
.00
Free -----
Outfall --------------
(no Q: RO,OO ------------
,CO)
47.58 .00 Free Outfall (no Q~: RO,OO ,CO)
47.67 .00 Free Outfall (no Q: RO,OO ,CO)
47.70 .00 Free Outfall (no ~: RO,OO ,CO)
47.75 .00 Free Outfall (no Q: RO,OO ,CO)
47.83 .Ol Free Otztfall OO,CO (no Q: RO)
47.92 .02 Free Outfall OO,CO (no Q: RO)
48.00 .02 Free Outfal.l OO,CO (no Q: RO)
48.08 .03 Free Outfall OO,CO (no Q: RO)
48.17 .03 Free Outfall OO,CO (no Q: RO)
98.25 .09 Free Outfall OO,CO (no Q: RO)
48.33 .09 Free Outfall OO,CO (no Q: RO)
48.42 .09 Free Outfall OO,CO (no Q: RO)
48.50 .05 Free Outfall OO,CO (no Q: RO)
98.58 .05 Free Outfall OO,CO (no Q: RO)
48.67 .05 Free Outfall OO,CO (no Q: RO)
48.75 .05 Free Outfall OO,CO (no Q: RO)
48.83 .06 Free Outfall OO,CO (no Q: RO)
98.92 .06 Free Outfall OO,CO (no Q: RO)
48.92 .06 Free Outfall OO,CO (no Q: RO)
49.00 .48 Free Outfall RO,OO,CO
49.08 1.29 Free Otztfall R0, 00, CO
49.17 2.35 Free Outfall RO,OO,CO
99.25 3.61 Free Outfall RO,OO,CO
49.33 5.04 Free Outfal.l RO,OO,CO
49.92 6.61 Free Outfall RO,OO,CO
49.50 7.29 Free Outfall RO,CO (no Q: 00)
49.58 7.60 Free Outfall RO,CO (no Q: 00)
49.67 7.89 Free Outfall RO,CO (no Q: 00)
49.75 8.18 Free Outfall RO,OO,CO
99.83 8.96 Free Otztfal..l RO,CO (no Q: 00)
99.92 8.74 Free Outfall RO,OO,CO
50.00 9.01 Free Outfall RO,OO,CO
50.08 9.28 Free Outfall RO,OO,CO
50.17 9.55 Free Outfall RO,OO,CO
50.25 9.80 Free Outfall RO,CO (no Q: 00)
50.33 10.06 Free Otztfall RO,OO,CO
50.92 10.31 Free Outfall RO,OO,CO
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Composite Rating Curve
Name.... POND 1 OU-FEET
•
Page 8.1"7
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q No tes
-------- -------- ------- -- Converge ---------- --- ------------
Elev. Q TW El .ev Error
ft cfs ft +/-ft Contributing Structires

50.50
10.56
Free
OutfaLl --------
RO,OO,CO --- ------------
50.58 10.80 Free Outfa:l-1 RO,CO (no Q: 00)
50.67 11.04 Free Outfa:Ll RO,OO,CO
50.75 11.30 Free Outfall RO,OO,CO
50.83 11.53 Free Outfa:l.l RO,OO,CO
50.92 11.76 Free Outfall RO,CO (no Q: 00)
51.00 11.99 Free Outfal.l RO,OO,CO
51.08 12.21 Free Outfa].1 RO,OO,CO
51.17 12.43 Free Outfall RO,CO (no Q: 00)
51.25 12.65 Free Outfa:Ll RO,OO,CO
51.33 12.86 Free Outfa].1 RO,CO (no Q: 00)
51.42 13.07 Free Outfall RO,CO (no Q: 00)
51.50 13.29 Free Outfall RO,CO (no Q: 00)
51.58 13.49 Free Oiztfa].l RO,CO (no Q: 00)
51.67 13.69 Free Outfal.l RO,CO (no Q: 00)
51.75 13.90 Free Outfall RO,CO (no Q: 00)
51.83 14.09 Free Outfall RO,CO (no Q: 00)
51.92 14.28 Free Outfall RO,CO (no Q: 00)
52.00 14.49 Free Outfall RO,CO (no Q: 00)
1/
u
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.01.00) 3:54 PM 5/26/2006

Type.... Pond E-V-Q Table Paqe 9.01
Name.... POND 10
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
•
LEVEL POOL ROUTING DATA
HYG Dir = M:\f~aestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = w~~rk pad.hyg - POND 10 IN 1
Outflow HYG file = w~~rk pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 1 OUTLET
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 47.50 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft cfs ac-:Et sq.ft cfs cfs cfs
47.50 .00 .000 9869 .00 .00 .00
47.58 .00 .019 10026 .00 .00 9.21
47.67
47.70 .00
.00 .038
.046 10189
10255 .00
.00 .00
.00 1£3.57
22.35
47.75 .00 .058 10354 .00 .00 28.08
47.83 .O1 .078 10520 .00 .O1 37.75
47.92 .02 .098 10687 .00 .02 47.58
48.00 .02 .119 10856 .00 .02 57.56
48.08 .03 .140 11541 .00 .03 67.93
48.17 .03 .163 12247 .00 .03 78.95
48.25 .04 .187 12974 .00 .04 90.62
48.33 .04 .213 13721 .00 .04 102.98
48.42 .04 .290 14490 .00 .04 116.05
48.50 .05 .268 15280 .00 .05 129.83
48.58 .05 .298 16090 .00 .05 144.35
48.67 .05 .330 16922 .00 .05 159.64
48.75 .05 .363 17775 .00 .05 175.70
98.83 .06 .398 18648 .00 .06 192.57
98.92 .06 .934 19543 .00 .06 210.25
48.92 .06 .436 19579 .00 .06 210.97
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond E-V-Q Table Page 9.G2
Name.... POND 10
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
•
LEVEL POOL ROUTING DATA
HYG Dir = M:\I~aestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = work__pad.hyg - POND 10 IN 1
Outflow HYG file = work pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND :L OUTLET
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 4'7.5() ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + O
ft cfs ac-ft sq.ft cfs cfs cfs
49.00 .48 .473 20458 .00 .48 2 9.19
99.08 1.29 .512 20629 .00 1.29 249.02
49.17 2.35 .551 20800 .00 2.35 269.26
99.25 3.61 .591 20972 .00 3.61 2E9.85
99.33 5.04 .632 21145 .00 5.04 3]0.78
99.42 6.61 .672 21319 .00 6.61 3;2.01
99.50 7.29 .713 21493 .00 7.29 32.51
49.58 7.60 .'155 21668 .00 7.60 3:2.81
49.67 7.89 .796 21844 .00 7.89 3~~3.24
49.75 8.18 .838 22020 .00 8.18 4]3.84
49.83 8.46 .880 22198 .00 8.46 4;9.59
49.92 8.74 .923 22375 .00 8.74 4_`5.50
50.00 9.01 .966 22554 .00 9.01 4:6.58
50.08 9.28 1.009 22733 .00 9.28 457.81
50.17 9.55 "1.053 22912 .00 9.55 5]9.21
50.25 9.80 1.097 23093 .00 9.80 540.76
50.33 10.06 ]..:L41 23274 .00 10.06 567..49
50.42 10.31 "1.186 23455 .00 10.31 5E4.37
50.50 10.56 "1..231 23638 .00 10.56 6C 6.92
50.58 10.80 1.277 23821 .00 10.80 6<'8.69
J
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond E-V-Q Table Page 9.03
Name.... POND 10
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
LEVF~:L POOL ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = work_pad.hyg - POND 10 IN 1
Outflow HYG file = work pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 1 OUTLET
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 97.50 ft
Starting Volume = .000 ac- ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft
------------ cfs
------------ ac-ft
----------
---- sq.ft.
-- cfs cfs cfs

50.67
11.04
1.322 ------
24005 -----------
.00 ------------
11.04 ----------
651.01
50.75 11.30 1..368 24189 .00 11.30 673.58
50.83 11.53 7...415 24374 .00 11.53 696.30
50.92 11.76 1.462 24560 .00 11.76 719.19
51.00 11.99 .1.509 24797 .00 11.99 742.24
51.08 12.21 :1.556 299].7 .00 12.21 765.45
51.17 12.43 1.604 25087 .00 12.43 788.83
51.25 12.6.5 ]..652 25258 .00 12.65 812.35
51.33 12.86 7..'701 25430 .00 12.86 836.03
51.92 13.07 ]..750 25602 .00 13.07 859.87
51.50 13.29 1.799 25775 .00 13.29 883.87
51.58 13.49 :1..848 25948 .00 13.49 908.01
51.67 13.69 1..898 26122 .00 13.69 932..33
51.75 13.90 1.948 26297 .00 13.90 956.80
51.83 14.09 1.999 26472 .00 14.09 981.42
51.92 19.28 ?_.099 26648 .00 14.28 100Fi.21
52.00 14.49 7.101 26824 .00 14.49 1037..17
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Node: Pond Inflow Summary Page 9.04
Name.... POND 10 CN Event: 1 •~r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND 10 IN
•
•
HYG Directory: M:\Haestad\PondPack\P700-799\p776-Brookstone\
---------------------------------------
Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag
--------------------------------------------------------------------------
WARNING: Missed peak when adding hydrograph...
ADDI~INK 10 HYD QUEUE 10 work pad.hyg POND 1 - INFLOW 1
INFLOWS T0: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
---------------------------------------------------------------------------
work_pad.hyg POND 1 - "INFLOW 1 3.182 .5333 52 44
TOTAL FLOW INTO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
----------------------------------------------------------------------------
work pad.hyg POND 10 IN 1 3.184 .5500 52 19
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Node: Pond Infaow Summary Page 9.05
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
TOTAL NODE INFLOW...
HYG file = M:\Haesta
HYG ID = POND 10
HYG Tag = 1
Peak Discharge =
Time to Peak =
HYG Volume =
•

d\PondPack\P700-799\p776-Brookstone\work pad.hyg
IN
52.19 cfs
.5500 hrs
3.184 ac-ft
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
----------- time for first value in each row.

.0000 i
.00 ----
1.25 ---------
4.42 -------------
9.67 -------------
16.19
.2500 I 23.66 31.34 38.52 44.76 49.23
.5000 I 51.94 52.19 50.44 46.39 43.67
.7500 I 38.26 33.46 29.32 25.64 22.46
1.0000 I 19.65 17.21 15.06 13.19 11.59
1.2500 I 10.11 8.84 7.74 6.77 5.93
1.5000 I 5.19 4.55 3.98 3.48 3.05
1.7500 I 2.67 2.33 2.05 1.79 1.57
2.0000 I 1.37 1.20 1.05 .92 ,80
2.2500 I ,70 .62 .54 .47 .41
2.5000 I .36 .31 .28 .24 ,21
2.7500 I .18 ,16 .14 .12 .10
3.0000 I .10 .08 .07 .06 .06
3.2500 I .05 .09 .04 .03 .03
3.5000 I .03 .02 .02 .02 .O1
3.7500 I .O1 .Ol .O1 .Ol .O1
4.0000 I .07. .O1 .01 .00 .00
S/N: EFYXYWGYYNFB MalpasF & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond Routing Summary Page 9.06
Name.... POND 10 OiJT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\x>776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
LEVEL POOL ROUTING SUMMARY
HYG Dir = M:\Haestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = work_pad.hyg - POND 10 IN 1
Outflow HYG file = work pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 1 OU`PLE'P
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 47.50 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak Inflow = 52.19 cfs at .5500 hrs
Peak Outflow = 14.17 cfs at 1.1000 hrs
Peak Elevation = 51.87 ft
Peak Storage = 2.021 ac-ft
MASS BALANCE
- (ac-ft)
------------
+ Initial Vol --------------
= .000
+ HYG Vol IN = 3.184
- Infiltration = .000
- HYG Vol OUT = 3.075
- Retained Vol = .109
Unrouted Vol = -.000 ac-ft
(.OOlo of Inflow Volume)
WARNING: Outflow hydrograph truncated on right side.
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond Routed HYG (total out) Page 9.0'7
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
POND ROUTEll TOTAL OUTFLOW HYG...
HYG file = M:\Haestad\PondPack\P700-799\p776-Brookstone\work pad.hyg
HYG ID = POND 10 OUT
HYG Tag = 1
-----------------------------------
Peak Discharge = 14.17 cfs
Time to Peak = 1.1000 hrs
HYG Volume = 3.075 ac-ft
-------------------------------------
HYDROGRAPH ORDINATES (cfs)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
-----------~ left represents
-------- time for first value in each row.

.0000 I
.00 -------
.00 ----------
.00 ---------------
.00 ----------
.02
.2500 I .04 .05 .07 3.93 7.71
.5000 I 8.88 9.95 10.87 11.67 12.32
.7500 I 12.85 13.26 13.56 13.80 13.96
1.0000 I 14.07 14.14 14.17 19.17 14.14
1.2500 I 14.09 14.02 13.93 13.82 13.70
1.5000 I 13.56 13.41 13.26 13.09 12.92
1.7500 I 12,74 12.55 12.35 12.16 11.96
2.0000 I 11.75 11.54 11.32 11.09 10.87
2.2500 I 10.65 10.43 10.21 9.98 9.76
2.5000 I 9.53 9.30 9.08 8.85 8.62
2.7500 I 8.40 8.18 7.95 7.73 7.50
3.0000 I 7.27 6.79 6.02 5.14 4.94
3.2500 I 3.84 3.35 2.95 2.59 2.29
3.5000 I 2.05 1.84 1.65 1.48 1.33
3.7500 I 1.21 1.11 1.02 .99 .86
4.0000 I .79 .73 .67 .62 .57
4.2500 I .52 .48 .46 .94 .41
4.5000 I .40 .38 .36 .34 .33
4.7500 I .31 .30 .28 .27 .26
5.0000 I .25 .23 .22 .21 .20
5.2500 I .19 .19 .18 .17 .16
5.5000 I .15 .15 .14 .13 .13
5.7500 I .12 .12 .11 .10 .10
6.0000 I .10 .09 .09 .08 .08
6.2500 I .08 .07 .07 .07 .06
6.5000 I .06 .06 .06 .06 .06
6.7500 I .06 .06 .06 ,06 .06
7.0000 I .06 .06 .06 .06 .06
7.2500 I .06 .06 .06 .06 .06
7.5000 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:59 PM
Malpass & Associates
5/26/2006

•
1~
u
Type.... Pond Routed HYG (total out) Page 9.08
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- .].eft represent
--------- s time for first value in each row.

7.7500 I
.06 -----
.06 -----------
.06 ----------------
.06 ----------
.06
8.0000 I .06 .06 .06 .06 .06
8.2500 I .06 .06 .06 .06 .06
8.5000 I .06 .06 .06 .06 .06
8.7500 I .06 .06 .06 .06 .06
9.0000 I .06 .06 .06 .06 .06
9.2500 I .06 .06 .06 .06 .06
9.5000 I .06 .06 .06 .06 .06
9.7500 I .06 .06 .06 .06 .06
10.0000 I .06 .06 .06 .06 ,06
10.2500 I .06 .06 .06 .06 .06
10.5000 I .06 .06 .06 .06 .06
10.7500 I .06 .06 .06 .06 .06
11.0000 I .06 .06 .06 .06 .06
11.2500 I .OE .06 .06 ,06 .06
11.5000 I .06 .06 .06 .06 .06
11.7500 I .O6 .06 .06 .06 .OG
12.0000 I .06 .06 .06 ,06 .06
12.2500 I .06 ,06 .06 .06 .06
12.5000 I .06 .06 .06 .06 .06
12.7500 I .O6 .06 .06 .06 .06
13.0000 I .06 ,06 .06 .06 .06
13.2500 I .06 .06 .06 .06 .06
13.5000 I .06 ,06 .06 .06 .06
13.7500 I .06 .06 .06 .06 .06
14.0000 I .06 .06 .06 .06 .06
14.2500 I .06 .06 .06 .06 ,06
14.5000 I .06 .06 .06 .06 .06
14.7500 I .06 .06 .06 .06 .06
15.0000 I .06 .06 .06 .06 .06
15.2500 I .06 .06 .06 .06 .06
15.5000 I .06 .06 .06 .06 .06
15.7500 I .06 .06 .06 .06 .06
16.0000 I .06 .06 .06 .06 .06
16.2500 I .06 .06 .06 .06 .06
16.5000 I .06 .06 .06 .06 .06
16.7500 I .06 .06 .06 .06 .06
17.0000 I .06 .06 .06 .06 .06
17.2500 I .06 .06 .06 ,06 .06
17.5000 I .06 .06 .06 .06 .06
17.7500 I .06 .06 .06 ,06 .06
18.0000 I .06 .06 .06 .06 .06
18.2500 I .06 .06 .06 .06 .06
18.5000 I .06 .06 .06 .06 .06
18.7500 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:59 PM
Malpass & Associates
5/26/2006

r~
•
•
Type.... Pond Routed HYG (total out) Page 9.09
Name.... POND 10 O[7T Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time nn :
----------- Left represent
----------- s time for first value in each row.

19.0000 I
.06 ---
.06 ----------
.06 ----------------
.06 ----------
.06
19.2500 I .06 .06 .06 .06 .06
19.5000 I .06 .06 .06 .06 .06
19.7500 I .06 .06 .06 .06 .06
20.0000 I .06 .06 .06 .06 .06
20.2500 I .06 .06 .06 .06 .06
20.5000 I .06 .06 .06 .06 .06
20.7500 I .06 .06 .06 .06 .06
21.0000 I .06 .05 .05 .05 .05
21.2500 I .05 .05 .05 .05 .05
21.5000 I .05 .05 .05 .05 .05
21.7500 I .05 .05 .05 .05 .05
22.0000 I .05 .05 .05 .05 .05
22.2500 I .05 .05 .05 .05 .05
22_.5000 I .05 .05 .05 .05 .05
22.7500 I .OS .05 .05 .05 .05
23.0000 I .05 .05 .05 .05 .05
23.2500 I .05 .05 .05 .05 .05
23.5000 I .05 .05 .05 .05 .05
23.7500 I .05 .05 .05 .05 .05
24.0000 I .05 .05 .05 .05 .05
24.2500 I .05 .05 .05 .05 .05
24.5000 I .05 .05 .05 .05 .05
24.7500 I .05 .05 .05 .05 .05
25.0000 I .05 .05 .05 .05 .05
25.2500 I .05 .05 .05 .05 .05
25.5000 I .05 .05 .05 .05 .05
25.7500 I .05 .05 .05 .05 .05
26.0000 I .05 .05 .05 .05 .05
26.2500 I .05 .05 .05 .05 .05
26.5000 I .05 .05 .05 .05 .05
26.7500 I .05 .05 .05 .05 .05
27.0000 ( .05 .05 .05 .05 .05
27.2500 I .05 .05 .05 .05 .05
27.5000 I .05 .05 .OS .05 .05
27.7500 I .05 .05 .05 .05 .05
28.0000 I .05 .05 .05 .05 .05
28.2500 I .05 .05 .05 .05 .05
28.5000 I .05 .05 .05 .05 .05
28.7500 I .05 .05 .05 .05 .05
29.0000 I .05 .05 .05 .05 .05
29.2500 I .05 .05 .05 .05 .05
29.5000 I .05 .05 .OS .05 .05
29.7500 I .O~i .05 .05 .05 .05
30.0000 I .05 .05 .05 .05 .05
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Mal~ass & Associates
5/26/2006

Type.... Pond Routed HYG (total out) Page 9.10
Name.... POND 10 OiJT Tag: 1 Event: 1 y:r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------------- s time for first value in each row.

30.2500 I
.05 -
.05 ----------
.05 ----------------
.05 ----------
.05
30.5000 I .05 .05 .05 .05 .05
30.7500 I .05 .05 .05 .05 .05
31.0000 I .05 .05 .05 .05 .05
31.2500 I .05 .05 .05 .05 .05
31.5000 I .05 .05 .05 .05 .05
31.7500 I .05 .05 .05 .05 .05
32.0000 I .0.`i .05 .05 .05 .05
32.2500 I .05 .05 .05 .05 .05
32.5000 I .05 .05 .05 .05 .05
32.7500 I .05 .05 .05 .05 .05
33.0000 I .05 .05 .05 .05 .05
33.2500 I .05 .05 .05 .05 .05
33.5000 I .05 .05 .05 .05 .05
33.7500 I .05 .05 .05 .05 .05
34.0000 I .05 .05 .05 .05 .05
39.2500 I .05 .05 .05 .05 .05
34.5000 I .05 .05 .05 .05 .05
34.7500 I .05 .05 .05 .05 .05
35.0000 I .05 .05 .05 .05 .05
35.2500 I .05 .05 .05 .05 .05
35.5000 I .05 .05 .05 .05 .05
35.7500 ( .05 .05 .05 .05 .05
36.0000 I .05 .05 .05 .05 .05
36.2500 I .05 .05 .05 .05 .05
36.5000 I .05 .05 .05 .05 .05
36.7500 I .05 .05 .05 .05 .05
37.0000 i .05 .05 .05 .05 .05
37.2500 I .05 .05 .05 .05 .05
37.5000 I .05 .05 .05 .05 .05
37.7500 I .05 .05 .05 .05 .05
38.0000 I .05 .05 .05 .05 .05
38.2500 I .05 .05 .05 .05 .05
38.5000 I .05 .05 .05 .05 .05
38.7500 I .05 .05 .05 .05 .05
39.0000 I .05 .05 .05 .05 .05
39.2500 I .05 .05 .05 .05 .05
39.5000 I .05 .05 .05 .05 .05
39.7500 I .05 .05 .05 .OS .05
40.0000 i .05 .05 .05 .05 .05
40.2500 I .05 .05 .05 .05 .05
40.5000 I .05 .05 .05 .05 .05
40.7500 I .05 .05 .05 .05 .05
41.0000 I .05 .05 .05 .05 .05
41.2500 I .05 .05 .05 .05 .05
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond Routed H~'G (total out) Page 9.-
Name.... POND 10 OUT Tag: 1 Event: 1 wr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- :Left represent
---------- s time for first value in each row.

41.5000 I
.05 ----
.05 ----------
.05 ----------------
.05 -----------
.05
41.7500 I .05 .05 .05 .05 .05
42.0000 I .05 .05 .05 .05 .05
42.2500 I .05 .05 .05 .05 .05
42.5000 I .05 .05 .05 .05 .05
42.7500 I .05 ,05 .05 .05 .05
93.0000 I .05 .05 .05 .05 .05
43.2500 I .05 .05 .05 .OS .05
43.5000 I .05 .05 .05 .05 .05
43.7500 I .05 .05 .05 .05 .05
44.0000 I .05 .05 .05 .05 .05
44.2500 I .05 .05 .05 .05 .05
44.5000 I .05 .05 .05 .05 .05
99.7500 I .0_`i .05 .05 .05 .05
95.0000 I .05 .05 .05 .05 .05
45.2500 I .05 .05 .05 .05 .05
45.5000 I .05 .05 .05 .05 .05
45.7500 I .05 .05 .05 .05 .05
46.0000 I .05 .05 .05 .05 .05
46.2500 I .05 .05 .05 .05 .05
46.5000 I .05 .05 .05 .05 .05
46.7500 I .05 .05 .05 .05 .05
47.0000 I .05 .05 .05 .05 .05
97.2500 I .05 .05 .05 .05 .05
47.5000 I .05 .05 .05 .05 .05
47.7500 I .05 .05 .05 .05 .05
48.0000 I .05 .05 .05 .05 .05
48.2500 I .05 .05 .05 .05 .05
48.5000 I .05 .05 .05 .OS .05
48.7500 I .05 .05 .05 .05 .05
49.0000 I .05 .05 .05 .05 .05
49.2500 I .05 .05 .05 .05 .05
49.5000 I .05 .05 .05 .05 .05
49.7500 I .04 .04 .04 .09 .Od
50.0000 I .04 .04 .04 .04 .Od
50.2500 I .04 .04 .09 .04 .Od
50.5000 I .04 .04 ,04 .04 .Od
50.7500 I .04 .09 .04 .04 .Od
51.0000 I .04 .04 .04 .04 .Od
51.2500 I .04 .04 .04 .04 .Od
51.5000 I .04 .09 .04 .04 .Od
51.7500 I .04 .04 .04 .04 .Od
52.0000 I .04 .04 .04 .04 .Od
52.2500 I .04 .09 .04 .04 .Od
52.5000 I .04 .04 .04 .04 .Od
S/N: EFYXYWGYYNFP P'lalpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

•
'~
u
•
Type.... Pond Routed HYG (total out) Page 9.1?_
Name.... POND 10 OUT Tag: 1 Event: 1 y:r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
---------- s time for first value in each row.

52.7500 I
.04 ----
.04 ----------
.04 ----------------
.04 ----------
.04
53.0000 I .04 .04 .04 .04 .04
53.2500 I .04 .04 .04 .04 .04
53.5000 I .04 .04 .04 .04 .04
53.7500 I .04 .04 .04 .04 .04
59.0000 I .04 .09 .04 .04 .04
54.2500 I .04 .04 .04 .04 .04
54.5000 I .04 .09 .04 .04 .04
54.7500 ( .04 .04 .04 .04 .04
55.0000 I .04 .04 .04 .04 .04
55.2500 I .04 .04 .04 .04 .04
55.5000 I .04 .09 .04 .04 .04
55.7500 i .04 .04 .04 .04 .04
56.0000 I .04 .09 .04 .04 .04
56.2500 I .04 .04 .04 .04 .04
56.5000 I .04 .04 .04 .04 .04
56.7500 I .04 .04 .04 .04 .04
57.0000 I .04 .04 .04 .04 .04
57.2500 I .04 .04 .04 .04 .04
57.5000 I .04 .04 .04 .04 .09
57.7500 I .04 .04 .04 .04 .04
58.0000 I .04 .04 .04 .04 .04
58.2500 I .04 .04 .04 .04 .04
58.5000 I .04 .04 .04 .04 .04
58.7500 I .04 .04 .04 .09 .04
59.0000 I .04 .04 .04 .04 .09
59.2500 I .09 .04 .04 .04 .09
59.5000 I .04 .04 .04 .04 .04
59.7500 I .04 .04 .04 .04 .04
60.0000 I .04 .04 .04 .04 .04
60.2500 I .04 .09 .04 .04 .09
60.5000 I .04 .04 .04 .04 .04
60.7500 I .04 .04 .04 .04 .09
61.0000 I .04 .04 .04 .04 .04
61.2500 I .04 .04 .04 .04 .04
61.5000 I .04 .09 .04 .04 .04
61.7500 I .04 .04 .04 .04 .04
62.0000 I .04 .09 .04 .04 .04
62.2500 I .04 .04 .04 .04 .04
62.5000 I .04 .04 .04 .04 .04
62.7500 I .04 .04 .04 .04 .04
63.0000 I .09 .04 .04 .04 .09
63.2500 I .04 .04 .04 .04 .04
63.5000 I .09 .04 .04 .04 .04
63.7500 I .04 .04 .04 .04 .04
S/N: EFYXY4VGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Pond Routed HYG (total out) Page 9.13
Name.... POND 10 OUT Tag: 1 Event: 1 y:r
File.... M:\Haestad\PondPack\P700-799\p776- Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1.
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
----------- s time for first value in each row.

64.0000 I
.09 ---
.09 ----------
.04 ----------------
.04 ----------
.04
64.2500 I .04 .04 .04 .04 .04
64.5000 I .04 .04 .04 .04 .04
69.7500 I .04 .04 .04 .04 .04
65.0000 I .09 .04 .04 .04 .04
65.2500 I .04 .04 .09 .04 .04
65.5000 I .09 .04 .09 .04 .04
65.7500 I .04 .09 .04 .04 .04
66.0000 I .04 .04 .04 .04 .04
66.2500 I .04 .09 .04 .04 .04
66.5000 I .04 .04 .04 .04 .04
66.7500 I .04 .04 .04 .04 .04
67.0000 I .04 .04 .04 .04 .04
67.2500 I .04 .04 .04 .04 .04
67.5000 I .04 .04 .04 .04 .04
67.7500 I .09 .04 .04 .04 .04
68.0000 I .04 .04 .04 .04 .09
68.2500 I .09 .04 .04 .09 .04
68.5000 I .04 .04 .04 .04 .04
68.7500 I .04 .04 .04 .04 .09
69.0000 I .09 .04 .04 .09 .04
69.2500 I .04 .04 .09 .09 .04
69.5000 I .04 .09 .09 .04 .04
69.7500 I .09 .04 .09 .04 .04
70.0000 ( .04 .04 .04 .04 .04
70.2500 I .04 .04 .04 .04 .04
70.5000 I .04 .04 .09 .04 .09
70.7500 I .04 .04 .04 .04 .04
71.0000 I .09 .04 .09 .04 .04
71.2500 I .04 .04 .04 .04 .04
71.5000 I .04 .04 .04 .04 .04
71.7500 I .09 .04 .04 .04 .04
72.0000 I .04 .04 .04 .04 .09
72.2500 I .04 .04 .04 .04 .04
72.5000 I .09 .04 .04 .04 .04
72.7500 I .09 .04 .03 .03 .03
73.0000 I .03 .03 .03 .03 .03
73.2500 I .03 .03 .03 .03 .03
73.5000 I .03 .03 .03 .03 .03
73.7500 I .03 .03 .03 .03 .03
74.0000 i .03 .03 .03 .03 .03
74.2500 I .03 .03 .03 .03 .03
74.5000 I .03 .03 .03 .03 .03
74.7500 I .03 .03 .03 .03 .03
75.0000 I .03 .03 .03 .03 .03
S/N: EFYXYWGYYNFB Malpaas & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond Routed HYG (total out) Paqe 9.:_4
Name.... POND 10 OOT Tag: 1 Event: 1 ~r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
----------I- Time on
----------- ].eft represent
-------------- s time for
-- first value in each row.

75.2500 I
.03
.03 --------
.03 ----------------
.03 ----------
.03
75.5000 I .03 .03 .03 .03 .03
75.7500 I .03 .03 .03 .03 .03
76.0000 I .03 .03 .03 .03 .03
76.2500 I .03 .03 .03 .03 .03
76.5000 i .03 .03 .03 .03 .03
76.7500 I .03 .03 .03 .03 .03
77.0000 I .03 .03 .03 .03 .03
77.2500 I .03 .03 .03 .03 .03
77.5000 I .03 .03 .03 .03 .03
77.7500 I .03 .03 .03 .03 .03
78.0000 I .03 .03 .03 .03 .03
78.2500 I .03 .03 .03 .03 .03
78.5000 I .03 .03 .03 .03 .03
78.7500 I .03 .03 .03 .03 .03
79.0000 I .03 .03 .03 .03 .03
79.2500 I .03 .03 .03 .03 .03
79.5000 I .03 .03 .03 .03 .0:~
79.7500 I .03 .03 .03 .03 .03
80.0000 I .03 .03 .03 .03 .03
80.2500 I .03 .03 ,03 .03 .03
80.5000 I .03 .03 .03 .03 .03
80.7500 I .03 .03 .03 .03 .03
81.0000 I .03 .03 .03 .03 .03
81.2500 I .03 .03 .03 .03 .0:>
81.5000 I .03 .03 .03 .03 .O.s
81.7500 I .03 .03 .03 .03 .03
82.0000 I .03 .03 .03 .03 .03
82.2500 ( .03 .03 .03 .03 .03
82.5000 I .03 .03 .03 .03 .O.b
82.7500 I .03 .03 .03 .03 .0;~
83.0000 I .03 .03 .03 .03 .O.s
83.2500 I .03 .03 .03 .03 .O.f
83.5000 I .03 .03 .03 .03 .03
83.7500 I .03 .03 .03 .03 .0~>
84.0000 I .03 .03 .03 .03 .0
84.2500 I .03 .03 .03 .03 .0;~
84.5000 I .03 .03 .03 .03 .0:~
84.7500 I .03 .03 .03 .03 .0
85.0000 I .03 .03 .03 .03 .O:s
85.2500 I .03 .03 .03 .03 .0;>
85.5000 I .03 .03 .03 .03 .03
85.7500 I .03 .03 .03 .03 .03
86.0000 I .03 .03 .03 .03 .0:>
86.2500 I .03 .03 .03 .03 ,O.s
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Pond Routed HYG (total out) Page 9.1'~
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- :Left represents
----------- time for first value in each row.

86.5000 I
.03 -----
.03 ---------
.03 ----------------
.03 ----------
.03
86.7500 i .03 .03 .03 .03 .03
87.0000 I .03 .03 .03 .03 .03
87,2500 I .03 .03 .03 .03 .03
87.5000 I .03 .03 .03 .03 .03
87.7500 I .03 .03 .03 .03 .03
88.0000 I .03 .03 .03 .03 .03
88.2500 I .03 .03 .03 .03 .03
88.5000 I .03 .03 .03 .03 .03
88.7500 I .03 .03 .03 .03 .03
89.0000 I .03 .03 .03 .03 .03
89.2500 I .03 .03 .03 .03 .03
89.5000 I .03 .03 .03 .03 .03
89.7500 ( .03 .03 .03 .03 .03
90.0000 I .03 .03 .03 .03 .03
90.2500 I .03 .03 .03 .03 .03
90.5000 I .03 .03 .03 .03 .03
90.7500 ( .03 .03 .03 .03 .03
91.0000 I .03 .03 .03 .03 .03
97..2500 I .03 .03 .03 .03 .03
91.5000 I .03 .03 .03 .03 .03
91.7500 I .03 .03 .03 .03 .03
92.0000 I .03 .03 .03 .03 .03
92.2500 I .03 .03 .03 .03 .03
92.5000 I .03 .03 .03 .03 .03
92.7500 I .03 .03 .03 .03 .03
93.0000 I .03 .03 .03 .03 .03
93.2500 I .03 .03 .03 .03 .03
93.5000 I .03 .03 .03 .03 .02
93.7500 I .02 .02 .02 .02 .02
99.0000 I .02 .02 .02 .02 .02
99.2500 I .02 .02 .02 .02 .02
94.5000 I .02 .02 .02 .02 .02
94.7500 I .02 .02 .02 .02 .02
95.0000 I .02 .02 .02 .02 .02
95.2500 I .02 .02 .02 ,02 .02
95.5000 I .02 .02 .02 .02 ,p2
95.7500 I .02 .02 .02 .02 .02
96.0000 I .02 .02 .02 .02 .02
96.2500 I .02 .02 .02 .02 .02
96.5000 I .02 .02 .02 .02 .02
96.7500 I .02 .02 .02 .02 .02
97.0000 I .02 .02 .02 .02 .02
97.2500 I .02 .02 .02 .02 .02.
97.5000 I .02 .02 .02 .02 .02
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

Type.... Pond Routed HYG (total out) Page 9.16
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- ].eft represents
---------- time for first value in each row.

97.7500 I
.02 -----
.02 ----------
.02 ---------------
.02 -----------
.02
98.0000 I .0<? .02 .02 .02 .02
98.2500 I .02 .02 .02 .02 .02
98.5000 I .02 .02 .02 .02 .02
98.7500 I .02 .02 .02 .02 .02
99.0000 I .02 .02 .02 .02 .02
99.2500 I .02 .02 .02 .02 .02
99.5000 I .02 .02 .02 .02 .02
99.7500 I .02 .02 .02 .02 .02
100.0000 I .02

S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Diverted Hydrograph PagE 9. _'7
Name.... ROUTE 10 Event: 1 •~r
File.... M:\Haesta,3\PondPack\P700-799\p776-Brookstone\p776-pondl.pFw
Storm... 1 Tag: 1
DIVERTED HYDROGRAPH...
HYG file = M:\Haestad\PondPack\P700-799\p776-Brookstone\work pac.hyg
HYG I D = ROU'PE 10
HYG Tao = 1.
Peak I}ischarge = 14.17 cfs
Time t:~ Peak = 1.1000 hrs
HYG Volume = 3.075 ac-ft
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------------ s time for first value in eacY: row.

.1500 I
.00 --
.02 ----------
.04 -------------
.05 -------------
.0~
.4000 I 3.93 7.71 8.88 9.95 10.8
.6500 I 11.67 12.32 12.85 13.26 13.56
.9000 I 13.60 13.96 14.07 14.14 14.1
1.1500 I 19.17 14.14 14.09 14.02 13.9:
1..9000 I 13.82 13.70 13.56 13.91 13.26
1.6500 I 13.09 12.92 12.74 12.55 12.35
1.9000 I 12.1(1 11.96 11.75 11.54 11.3
2.1500 ( 11.09 10.87 10.65 10.43 10.2_
2.4000 I 9.98 9.76 9.53 9.30 9. Of:
2.6500 I 8.85 8.62 8.40 8.18 7.9~,
2.9000 I 7.73 7.50 7.27 6.79 6.0~
3.1500 I 5.14 4.44 3.84 3.35 2.9_`,
3.9000 I 2.59 2.29 2.05 1.84 1.6`~
3.6500 I 1.48 1.33 1.21 1.11 1.0~
3.9000 I .94 .86 .79 .73 .6"
9.1500 I .62 .57 .52 .48 .4 E.
4.4000 I .99 .41 .90 .38 .3E.
4.6500 I .34 .33 .31 .30 .2£
4.9000 I .27 .26 .25 .23 .2~
5.1500 I .2_1 .20 .19 .19 .lE
5.9000 I .17 .16 .15 .15 .14
5.6500 I .13 .13 .12 .12 .1]
5.9000 I .10 .10 .10 .09 .OS~
6.1500 I .08 .08 .08 .07 .0"
6.4000 I .07 .06 .06 .06 .OF~
6.6500 I .06 .06 .06 .06 .OF
6.9000 I .06 .06 .06 .06 .OF:
7.1500 I .06 .06 .06 .06 .OF~
7.4000 I .06 .06 .06 .06 .06
7.6500 I .06 .06 .06 .06 .OE~
S/N: EFYXYWGYYNFB Nalpass & Associates
PondPack (10.00.01.00) 3:54 PM 5/26/2006

Type.... Diverted Hydrograph Page 9.18
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Tims on
------ left represent
----------- s time for first value in each row.

7.9000 I
.06 ---
.06 ----------
.06 ---------------
.06 -----------
.06
8.1500 I .06 .06 .06 .06 .06
8.4000 I .Ofi .06 .06 .06 .06
8.6500 I .06 .06 .06 .06 .06
8.9000 I .06 .06 .06 .06 .06
9.1500 I .O6 .06 .06 .06 .06
9.4000 I .OF .06 .06 .06 .06
9.6500 I .OEi .06 .06 .06 .06
9.9000 I .O6 .06 .06 .06 .06
10.1500 I .OFi .06 .06 .06 .06
10.4000 I .06 .06 .06 .06 .06
10.6500 I .OED .06 .06 .06 .06
10.9000 I .O6 .06 .06 .06 .06
11.1500 I .06 .06 .06 .06 .06
11.4000 I .06 .06 .06 .06 .06
11.6500 I .OED .06 .06 .06 .06
11.9000 I .06 .06 .06 .06 .06
1'1_.1500 I .OE> .06 .06 .06 .06
12.4000 I .06 .06 .06 .06 ,06
1?_.6500 I .06 .06 .06 .06 .06
12.9000 I .06 .06 .06 .06 .06
13.1500 I .06 .06 .06 .06 .06
].3.4000 I .06 .06 .06 .06 .06
13.6500 i .06 .06 .06 .06 .06
.13.9000 I .OF> .06 .06 .06 .06
19.1500 I .06 .06 .06 .06 .06
19.9000 I .06 .06 .06 .06 .06
14.6500 I .06 .06 .06 .06 .06
19.9000 I .06 .06 .06 .06 .06
15.1500 I .06 .06 .06 .06 .06
15.4000 I .O6 .06 .06 .06 .06
15.6500 I .06 .06 .06 .06 .06
15.9000 I .06 .06 .06 .06 .06
16.1500 I .06 .06 .06 .06 .06
16.9000 I .O6 .06 .06 .06 .06
16.6500 I .06 ,06 .06 .06 .06
16.9000 I .06 .06 .06 .06 .06
17.1500 I .06 .06 .06 .06 .06
17.4000 I .06 .06 .06 .06 .06
17.6500 I .06 .06 .06 .06 .06
17.9000 I .06 .06 .06 .06 .06
].8.1500 I .06 .06 .06 .06 .06
18.9000 I .06 .06 .06 .06 .06
18.6500 ( .06 .06 .06 .06 .06
18.9000 I .06 .06 .06 .06 .O6
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

•
C7

Type.... Diverted Hydrograph Page 9.19
Name.... ROOTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
------------ left represent
-------- s time for first value in each row.

19.1500 I
.06 -----
.06 ----------
.06 ---------------
.06 -----------
.06
19.4000 I .06 .06 .06 .06 .06
19.6500 I .O6 .06 .06 .06 .06
19.9000 I .OFi .06 .06 .06 .06
20.1500 I .O6 .06 .06 .06 .06
20.4000 I .O6 .06 .06 .06 .06
20.6500 I .06 .06 .06 .06 .06
20.9000 I .06 .06 .06 .05 .05
21.1500 I .05 .05 .05 .05 .05
21.9000 I .05 .05 .05 .05 .OS
21.6500 I .05 .05 .05 .05 .05
21.9000 I .05 .05 .05 .05 .05
22.1500 I .05 .05 .05 .05 .05
22.4000 I .05 .05 .05 .05 .05
22.6500 I .05 .05 .05 .05 .05
2.2.9000 I .05 .05 .05 .05 .05
23.1500 I .05 .05 .05 .05 .05
23.4000 I .0_i .05 .05 .05 .05
23.6500 I .05 .05 .05 .05 .05
23.9000 I .05 .05 .05 .05 .05
24.1500 I .05 .05 .05 .05 .05
24.9000 I .05 .05 .05 .05 .05
24.6500 I .05 .05 .05 .05 .05
24.9000 i .05 .05 .05 .05 .05
25.1500 I .05 .05 .05 .05 .05
2.5.9000 I .05 .05 .05 .05 .05
25.6500 I .05 .05 .OS .05 .05
25.9000 I .05 .05 .05 .05 .05
26.1500 I .05 .05 .05 .05 .05
26.9000 I .05 .05 .05 .05 .05
26.6500 I .05 .05 .05 .05 .05
26.9000 I .05 .05 .05 .05 .05
27.1500 I .05 .05 .05 .05 .05
27.9000 I .05 .05 .05 .05 .05
27.6500 I .05 .05 .05 .05 .05
27.9000 I .05 .05 .05 .05 .05
28.1500 I .05 .05 .05 .05 .05
28.4000 I .05 .05 .05 .05 .05
28.6500 I .05 .05 .05 .05 .05
28.9000 I .05 .05 .OS .05 .05
29.1500 I .05 .05 .05 .05 .05
29.9000 I .05 .05 .05 .05 .05
29.6500 I .05 .05 .05 .05 .05
29.9000 I .05 .05 .05 .05 .05
30.1500 I .05 .05 .05 .05 .05
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Diverted Hydrograph Page 9.20
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 rag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left. represent
-------------- s time for first value in each row.

30.9000 I
.05
.05 -----------
.05 -------------
.05 --------------
.05
30.6500 I .05 .05 .05 .05 .05
30.9000 I .05 .05 .05 .05 .05
31.1500 I .0.i .05 .05 .05 .05
31.4000 I .05 .05 .05 .05 .05
31.6500 I .05 .05 .05 .05 .05
31.9000 I .05 .05 .05 .05 .05
32.1500 I .05 .05 .05 .05 .05
32.4000 I .O~i .05 .05 .05 .05
37_.6500 I .0`~ .05 .05 .05 .05
32.9000 I .05 .05 .05 .05 .05
33.1500 I .0`i .05 .05 .05 .OS
33.4000 I .05 .05 .05 .05 .05
33.6500 I .05 .05 .05 .05 .05
33.9000 I .05 .OS .05 .05 .05
34.1500 I .05 .05 .05 .05 .05
34.4000 I .05 .05 .05 .05 .05
34.6500 I .05 .05 .05 .05 .05
34.9000 I .05 .OS .05 .05 .05
35.1500 I .05 .05 .05 .05 .05
35.4000 I .05 .05 .05 .05 .05
35.6500 I .05 .05 .05 .05 .05
35.9000 I .05 .05 .05 .05 .05
36.1500 I .05 .05 .05 .05 .05
36.9000 I .05 .05 .05 .05 .05
36.6500 I .05 .05 .05 .05 .05
36.9000 I .05 .05 .05 .05 .05
37.1500 I .05 .05 .05 .05 .05
37.4000 I .05 .05 .05 .05 .05
37.6500 I .05 .05 .05 .05 .05
37.9000 I .05 .05 .05 .05 .05
38.1.500 I .05 .05 .05 .05 .05
38.9000 I .05 .05 .05 .05 .05
38.6500 I .05 .05 .05 .05 .05
38.9000 I .05 .05 .05 .05 .05
39.1500 I .05 .05 .05 .05 .05
39.4000 I .05 .05 .05 .05 .05
39.6500 I .05 .05 .05 .05 .05
39.9000 I .05 .05 .05 .05 .05
90.1500 I .05 .05 .05 .05 .05
40.4000 I .05 .05 .05 .05 .05
40.6500 I .05 .05 .05 .05 .05
90.9000 I .05 .05 .05 .05 .05
41.1500 I .05 .05 .05 .05 .05
41.4000 I .05 .05 .05 .05 .05
S/N: EFYXYWG'_'YNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Diverted Hydrograph Page 9.2:1
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700- -799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag:
C,
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- :left represent
-------------- s time for first value in each row.

91.6500 I
.0`i
.05 ----------
.05 -------------
.05 -------------
.05
91.9000 i .05 .05 .05 .05 .05
92.1500 I .05 .05 .05 .05 .05
42.4000 I .05 .05 .05 .05 .05
42.6500 I .05 .05 .05 .05 .05
92.9000 I .05 .05 .05 .05 .05
43.1500 I .05 .05 .05 .05 .05
43.4000 I .05 .05 .05 .05 .05
43.6500 I .05 .05 .05 .05 .05
43.9000 I .05 .05 .05 .05 .05
94.1500 I .05 .05 .05 .05 .05
44.9000 I .05 .05 .05 .05 .05
44.6500 I .05 .05 .05 .05 .05
44.9000 I .05 .05 .05 .05 .05
95.1500 I .0`i .05 .05 .05 .05
45.4000 I .05 .05 .05 .05 .05
95.6500 I .05 .05 .05 .05 .05
45.9000 I .05 .05 .05 .05 .05
46.1500 I .05 .05 .05 .05 .05
46.4000 I .05 .05 .05 .05 .05
46.6500 I .05 .05 .05 .05 .05
46.9000 I .0`i .05 .05 .05 .05
97.1500 I .05 .05 .05 .05 .05
97.4000 I .05 .05 .05 .05 .05
47.6500 I .05 .05 .05 .05 .05
97.9000 I .05 .05 .05 .05 .05
98.1500 I .05 .05 .05 .05 .05
48.4000 I .0`i .05 .05 .05 .05
48.6500 I .05 .05 .05 .05 .05
48.9000 I .05 .05 .05 .05 .05
99.1500 I .05 .05 .05 .05 .05
99.4000 I .05 .05 .05 .05 .05
99.6500 I .05 .05 .04 .04 .04
49.9000 I .04 .04 .04 .04 .09
50.1500 I .04 .04 .04 .04 .04
50.4000 I .09 .04 .04 .04 .04
50.6500 I .04 .04 .04 .04 .04
50.9000 I .09 .04 .04 .04 .04
51.1500 I .04 .09 .09 .09 .09
51.4000 I .09 .04 .09 .04 .04
51.6500 I .09 .09 .04 .09 .04
51.9000 I .09 .04 .04 .04 .09
52.1500 I .04 .04 .04 .04 .09
52.4000 I .04 .09 .04 .04 .04
52.6500 I .09 .09 .04 .04 .04
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Type.... Diverted Hydrograph Page 9.22
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haest:ad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time nn
----------- left represent
-------------- s time for first value in each row.

52.9000 I
.04
.04 ----------
.04 -------------
.04 -------------
.09
53.1500 I .04 .04 .04 .04 .04
53.9000 I .09 .04 .04 .04 .04
53.6500 I .04 .04 .04 .04 .04
53.9000 I .04 .04 .09 .04 .04
59.1500 I .04 .09 .04 .04 .09
54.4000 I .04 .04 .04 .04 .04
54.6500 I .04 .04 .04 .04 .04
54.9000 I .04 .04 .04 .04 .04
55.1500 I .09 .09 .04 .09 .04
55.9000 I .04 .04 .04 .09 .04
55.6500 I .09 .09 .04 .04 .04
55.9000 I .04 .04 .04 .04 .04
56.1500 I .04 .09 .09 .09 .04
56.9000 I .04 .09 .04 .04 .04
56.6500 I .04 .09 .04 .04 .04
56.9000 I .04 .04 .04 .04 .04
57.1500 I .09 .04 .04 .04 .04
57.4000 I .09 .04 .09 .04 .04
5'7.6500 I .04 .04 .04 .09 .09
57.9000 ( .04 .09 .09 .09 .04
58.1500 I .04 .09 .04 .04 .09
58.4000 I .04 .04 .04 .04 .09
58.6500 i .09 .04 .04 .04 .04
58.9000 I .04 .04 .04 .04 .04
59.1500 I .04 .09 .04 .04 .04
59.9000 I .04 .04 .04 .04 .04
59.6500 I .04 .04 .04 .04 .04
59.9000 I .04 .09 .04 .09 .04
60.1500 I .04 .09 .09 .04 .09
60.9000 I .09 .04 .04 .04 .04
60.Ei500 I .04 .04 .04 .04 .04
60.9000 I .04 .04 .04 .09 .09
61.1500 I .09 .04 .09 .09 .09
61.9000 I .09 .04 .04 .04 .04
61.6500 I .09 .04 .04 .04 .04
61.9000 I .04 .09 .04 .04 .09
62.1500 I .04 .09 .09 .04 .04
62.4000 I .09 .04 .09 .04 .04
62.6500 I .09 .04 .04 .04 .04
62.9000 I .04 .09 .04 .04 .09
63.1500 I .04 .04 .04 .04 .04
63.9000 I .04 .09 .09 .04 .09
63.6500 I .04 .04 .04 .04 .09
63.9000 I .04 .09 .09 .04 .09
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Diverted Hydrograph Page 9.23
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time cn
----------- left represent
------------ s time for first value in each row.

69.1500 I
.04 ---
.09 ----------
.09 -------------
.04 -------------
.04
64.4000 I .04 .04 .09 .04 .04
64.6500 I .04 .04 .04 .04 .04
69.9000 I .09 .04 .04 .04 .09
65.1500 I .09 .04 .04 .04 .04
65.4000 I .09 .04 .04 .04 .04
65.6500 I .04 .04 .09 .04 .04
65.9000 I .04 .04 .04 .04 .04
66.1500 I .04 .04 .04 .04 .04
66.9000 I .04 .04 .04 .04 .04
66.6500 I .04 .04 .04 .04 .04
66.9000 I .04 .04 .09 .04 .04
67.1500 I .04 .09 .04 .04 .04
67.9000 I .09 .04 .04 .04 .04
67.6500 I .04 .04 .04 .09 .04
67.9000 I .04 .04 .09 .04 .04
68.1500 I .04 .09 .04 .04 .04
68.9000 I .04 .04 .04 .09 .09
68.6500 I .04 .09 .09 .04 .04
68.9000 I .04 .09 .04 .04 .04
69.1500 I .04 .09 .04 .04 .04
69.4000 I .04 .04 .09 .09 .09
69.6500 I .04 .09 .04 .04 .04
69.9000 I .04 .09 .04 .04 .04
70.1500 I .09 .04 .04 .04 .09
70.4000 I .04 .04 .04 .04 .04
70.6500 I .09 .04 .04 .09 .09
70.9000 I .09 .04 .04 .09 .09
71.1500 I .04 .09 .04 .09 .04
71.4000 I .04 .09 .04 .04 .04
71.6500 I .04 .04 .04 .04 .04
71.9000 I .09 .04 .04 .04 .09
72.1500 I .09 .04 .04 .04 .04
72.4000 I .04 .04 .04 .09 .09
72.6500 I .04 .04 .09 .04 .03
72.9000 I .03 .03 .03 .03 .03
73.1500 I .03 .03 .03 .03 .03
73.4000 I .03 .03 .03 .03 .03
73.6500 I .03 .03 .03 .03 .03
73.9000 I .03 .03 .03 .03 .03
79.1500 I .03 .03 .03 .03 .03
74.4000 I .03 .03 .03 .03 .03
74.6500 I .03 .03 .03 .03 .03
79.9000 I .03 .03 .03 .03 .03
75.1500 I .03 .03 .03 .03 .03
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

Type.... Diverted Hydrograph Page 9.24
Name.... ROUTE 10 Event: 1 yr
Fi].e.... M:\Haestad\PondPack\'700-799\p776-Brookstone\p776-pondl.ppw
• Storm... 1 Tag: 1
•

HYDZOGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Tine on
----------- left represent
----------- s time for first value in each row.

75.4000 I
.03 ---
.03 ----------
.03 -------------
.03 -------------
.03
75.6500 I .03 .03 .03 .03 .03
75.9000 I .03 .03 .03 .03 .03
76.1500 I .03 .03 .03 .03 .03
76.4000 I .03 .03 .03 .03 .03
76.6500 I .03 .03 .03 .03 .03
76.9000 I .03 .03 .03 .03 .03
77.1500 I .03 .03 .03 .03 .03
77.4000 I .03 .03 .03 .03 .03
77.6500 I .03 .03 .03 .03 .03
77.9000 I .03 .03 .03 .03 .03
78.1500 I .03 .03 .03 .03 .03
78.4000 I .03 .03 .03 .03 .03
78.6500 I .03 .03 .03 .03 .03
78.9000 I .03 .03 .03 .03 .03
79.1500 I .03 .03 .03 .03 .03
79.4000 I .03 .03 .03 .03 .03
79.6500 I .03 .03 .03 .03 .03
79.9000 I .03 .03 .03 .03 .03
80.1500 i .03 .03 .03 .03 .03
80.9000 I .03 .03 .03 .03 .03
80.6500 I .03 .03 .03 .03 .03
80.9000 I .03 .03 .03 .03 .03
81.1500 I .03 .03 .03 .03 .03
81.4000 I .03 .03 .03 .03 .03
81.6500 I .03 .03 .03 .03 .03
81.9000 I .03 .03 .03 .03 .03
82.1500 I .03 .03 .03 .03 .03
82.4000 I .03 .03 .03 .03 .03
82.6500 I .03 .03 .03 .03 .03
82_.9000 I .03 .03 .03 .03 .03
83.1500 I .03 .03 .03 .03 .03
83.4000 I .03 .03 .03 .03 .03
83.6500 I .03 .03 .03 .03 .03
83.9000 I .03 .03 .03 .03 .03
89.1500 I .03 .03 .03 .03 .03
84.4000 I .03 .03 .03 .03 .03
84.6500 I .03 .03 .03 .03 .03
84.9000 I .03 .03 .03 .03 .03
85.1500 I .03 .03 .03 .03 .03
85.4000 I .03 .03 .03 .03 .03
85.6500 I .03 .03 .03 .03 .03
85.9000 I .03 .03 .03 .03 .03
86.1500 I .03 .03 .03 .03 .03
86.4000 I .03 .03 .03 .03 .03
S/N: EFYXYWGYYNFB Mal.pass & Associates
PondPack (10.00.016.00) 3:59 PM 5/26/2006

Type.... Diverted Hydrograph Page 9.25
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\FondPack\P700-799\p776-Brookstone\p776-pondl.ppw
Storm... 1 Tag: ].
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time cn
----------- left represent
------------- s time for first value in each row.

86.6500 I
.03 --
.03 ----------
.03 -------------
.03 -------------
.03
86.9000 I .03 .03 .03 .03 .03
87.1500 I .03 .03 .03 .03 .03
87.4000 I .03 .03 .03 .03 .03
87.6500 I .03 .03 .03 .03 .03
87.9000 I .03 .03 .03 .03 .03
88.1500 I .03 .03 .03 .03 .03
88.4000 I .03 .03 .03 .03 .03
88.6500 I .03 .03 .03 .03 .03
88.9000 I .03 .03 .03 .03 .03
89.1500 I .03 .03 .03 .03 .03
89.9000 I .03 .03 .03 .03 .03
89.6500 I .03 .03 .03 .03 .03
89.9000 I .03 .03 .03 .03 .03
90.1500 I .03 .03 .03 .03 .03
90.4000 I .03 .03 .03 .03 .03
90.6500 I .03 .03 .03 .03 .03
90.9000 I .03 .03 .03 .03 .03
91.1500 I .03 .03 .03 .03 .03
91.4000 I .03 .03 .03 .03 .03
91.6500 I .03 .03 .03 .03 .03
91.9000 I .03 .03 .03 .03 .03
92.1500 I .03 .03 .03 .03 .03
92.4000 I .03 .03 .03 .03 .03
92.6500 I .03 .03 .03 .03 .03
92.9000 I .03 .03 .03 .03 .03
93.1500 I .03 .03 .03 .03 .03
93.9000 I .03 .03 .03 .03 .03
93.6500 I .03 .02 .02 .02 .02
93.9000 I .02 .02 .02 .02 .02
94.1500 I .02 .02 .02 .02 .02
99.4000 I .02 .02 .02 .02 .02
94.6500 I .02 .02 .02 .02 .02
94.9000 I .02 .02 .02 .02 .02
95.1500 I .02 .02 .02 .02 .02
95.4000 I .02. .02 .02 .02 .02
95.6500 I .02 .02 .02 .02 .02
95.9000 I .02 .02 .02 .02 .02
96.1500 I .02 .02 .02 .02 .02
96.9000 I .OZ .02 .02 .02 .02_
96.6500 I .02 .02 .02 .02 .02
96.9000 I .02 .02 .02 .02 .0?_
9'1.1500 I .02 .02 .02 .02 .02
97.4000 I .02. .02 .02 .02 .02
97.6500 I .02 .02 .02 .02 .02
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 3:54 PM 5/26/2006

•

•
Type.... Diverted Hydrograph Page 9.26
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pondl.ppw
FIYDROGRAPH ORDINATES (cfs)
Time I Output Time .increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
--------------- time for first value in each row.

97.9000 I
.02
.02 ---------
.02 -------------
.02 -------------
.02
98.1500 I .02 .02 .02 .02 .02
98.9000 I .07_ .02 .02 .02 .02
98.6500 I .02 .02 .02 .02 .02
98.9000 I .02 .02 .02 .02 .02
99.1500 I .02 .02 .02 .02 .02
99.4000 I .02 .02 .02 .02 .02
99.6500 I .02 .02 .02 .02 .02
99.9000 I .02 .02 .02
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
3:54 PM
Malpass & Associates
5/26/2006

Appendix A
•
Index cf Starting Page Numbers for ID Names
A-1
----- H -----
HYD QUEUE 10 1... 3.01

----- 0 -----
OUT 10 1... 9.01
----- P -----
POND 1 OUTLET... 8.01, 8.09, 8.16
POND 10... 7.01, 9.01
POND 10 IN 1... 9.04
POND 10 OUT 1... 5.01., 6.01,
9.06, 9.07
----- R -----
ROUTE 10 1... 9.17
----- W -----
Watershed... 1.01, 2.01, 2.02, 2.03
S/N: EFYXYWGYYNFB Malpa ~5 & Associates
PondPack (10.OO.O1b.00) 3:54 PM 5/26/2006

POND 2
•
•

r~
Pre-developed runoff rate -Pond 2
Drainas~e Area = ?
Drainage Area = 26.99 Acres
Runoff Coefficient = ?
The site is assumed to be grassland for the pre-devebpment calculations. This is a
conservative assumption due to the lower runoff rates for grassland versus
partially paved areas. Therefore, the value of C will be 0.25.
Time of concentration
Chart SD-2 will be used to determine the time of concentration. The height of the
most remote point above the outlet is approximately 15 feet. The maximum length
of travel is approximately 1,800 feet. Therefore, the time of concentration is
approximately 16 minutes. Since the flow is assumed to tie along existing, well
defined channels there is no modification of this time.
Runoff Intensity =?
•
Using Chart SD-I with a time of concentration =16 minutes yields an intensity
of 5.5 inches.
Flow = ?
Q=CIA
Q= (0.25) (5.5)(26.99)
Q= 37.11 cfs
Curve Number =?
A composite curve number will be based on the existing soil conditions.
According to the Pitt County Soil Survey, the soil classifications for this site are
predominantly:
TYPB HYDRAULIC GROUP CN AREA
Rains B 81 13.33
L nchbur C 88 8.23
Goldsboro B 81 5.43

composite 88
8.23 + 81 * 18.76 = 83
26.99 26.99

Pre-developed runoff rate -Pond 2(continuedl
Retention (SI -?
S - 1000 _ 10
CN
1000
S= -10=2.04
83
Runof( _?
ff( ) - ~P - o.2s)2
Runo in
~P + 0.8S)
Pitt County 10 year 24 hour rainfall is 4.4 inches. Therefore,
.ff ( ) - (4.4 - (0.2 * 2.04))2
Runo iR - 2.64in
Time to Peak(TP
TP (min) =Volume
1.37QP
_ 2.64 * 26.99 * 43,560 _
TP 1.3~ *37.11*12*60 85 min
Hydroaraph =?
het. a unit hydrograph to peak at 37.11 cfs at 85 minutes. The calculation
of Q is dependant on time where:
0<_t<_1.25,Q=QP 1-cos P~*t
P
-1.42 ~
t > 1.25,Q = 5.37Q,,e TP
•

• PREDEVELOPMENT POND #2
RUNOFF HYDROGRAPH (10-yr)
•

Project: Brookstone Subdivision
Engineer: Malpass 8 Associates
Developer: Kenneth Smith
Date: May 16, 2006
Peak Flow (CFS) = 37.11
Time to
Peak(Minutes) = 85

Time
(Minutes) Runoff
(CFS)
0 0.00
5 0.32
10 1.25
15 2.78
20 4.64
25 7.37
30 10.28
35 13.48
40 18.84
45 20.27
50 23.63
55 26.83
60 29.74
65 32.27
70 34.33
75 35.86
80 36.79
85 37.11
90 36.79
95 35.86
100 34.33
105 32.27
110 31.72
115 29.18
120 26.84
125 24.69
130 22.71
135 20.89
140 19.22
145 17.68
150 16.26
155 14.96
160 13.76
165 12.86
170 11.64
115 10.71
180 9.85
185 9.06
190 8.34
195 7.67
200 7.05
205 8.49
210 5.97
215 5.49
220 5.05
225 4.65
230 4.27
235 3.93
240 3.62

Time
(Minutes Runof
CFS'
~~ 245 3'33
250 3;06
255 2'.81
260 2'.59
265 2'.38
270 2.19
` 275 2.01
280 1.85
285 1.70
290 1 ".57
295 1'.44
300 1',33
305 1! 22
310 1112
315 1.03
320 0.95
325 0.87
330 0.80
335 0.74
340 0.68
345 0'.63
350 0.58
355 0.53
360 0.49
365 0.45
370 0.41
375 0.38
380 0.35
i 385 0.32
390 0,30
395 0.27
400 0.25
405 0.23
410 Q.21
415 0.19
~~ 420 d.18
425 0.16
430 0.15
435 0.14
440 0.13
445 0.12
450 0.11
455 0.10
460 0.09
465 0.08
470 0.08
475 0.07
480 0.07
485 0.08
POND 2
1 oft

•

•

Time
(Minutes Runoff
(CFS)
490 0.06
495 0.05
500 0.05
505 tl.04
510 0.04
515 0.04
520 0.03
525 0.03
530 0.03
535 0.03
540 0.02
545 0.02
550 0.02
555 0.02
580 0.02
56,5 0.02
570 0.01
575 0.01
580 0.01
565 0.01
590 0.01
595 0.01
600 0.01
6Q5 0.01
610 0.01
815 0.01
620 0.01
625 0.01
630 0.01
635 0.00
640 0.00
645 0.00
680 0.00
655 0.00
6G0 0.00
685 0.00
670 0.00
675 0.00
680 0.00
685 0.00
690 0.00
6a5 0.00
700 0.00
705 0.00
710 0.00
715 0.00
720 0.00
725 0.00
730 0.00
POND 2
2c~f2

• • •
BROOKSTONE SUBDIVISION
PREDEVELOPMENT POND #2 HYDROGRAPH
10 YEAR STORM EVENT
40.00
35.00
30.00
25.00
V
~ 20.00
O
J
LL
15.00
10.00
5.00
0.00
TIME (MINIUTES)
0 60 120 180 240 300 360 420 480 540 600

• •
PROJECT: BROOKSTONE SUBDNISION
ENGINEER: MALPASS 8 ASSOCIATES
DEVELOPER: KENNETH SMITH PROPERTIES, INC
DATE: MAY 11, 2006
~:
STO RMWATER INLET DRAINAGE AREAS AND INFLOW FROM THE 10 YEAR STORM FOR PON D 2
DRAINAGE SUB-AREAS (AC)

ID
TOTAL AREA (AC)
DRIVEWAYS/
SIDEWALKS
PAVEMENT/
SIDEWALKS
BUILDINGS
GRASS
COVER COMPOSITE
C INTENSITY
(10-YR)
DISCHARGE
CBIl 1.191 0.062 0.260 0.080 0.789 0.491 7.500 4.38b
~2: 1:$~5 ~_=103 - _ _:; 8~fi14 , O:1:Q3° U_ti 6 0 ~3$ 7:00_ - 413b
CB13 0.402 0.000 0.103 0.024 0.275 0.474 7.500 ] .429
._.
_ ~
°- ~1~9.8
_~,-- _~Q00- :_. _
- 0_' _ ~
~F0~4 -.. _ _
.. ~-0:22-=°_°
_ _0.`-....
,_- Z
_ T.3&7_,
CB15 0.229 0.021 0.038 0.023 0.147 0.508 7.500 0.872
-._
~ _ _.
CB17 0.730 0.062 0.126 0.068 0.474 0.503 7.500 2.754
.: 4~ T9:: '~ . 4: _ : 4,3 _' = <~:~ ; i~~-: ._ '7394 _
._ a
CB19 0.827 0.062 0.134 0.069 0.562 0.481 7.500 2.983
..per
75'33_
0.13..
:A .~
_ 0-
~~A:994
-O:~Jl1 -
„_ ~~9D..
57=9...-
CB21 ].531 0.103 0.359 0.114 0955 0.519 7.00 5.959
~5~2 _. - - i;_3$4` ;{±.'0#1_ •. 0:~~0.. ~06` 0:397 .{#;48€1: 7.5#}f? ~:,1~2.
CB23 0.937 0.062 0.236 0.080 0.559 0.539 7.500 3.788
_.. 0 ~ - a~4~ ~~~~ Q:e~ - . .: = O.~so = . ~. - O<s~s, . .73f~0 2:682
CB25 0.357 0.041 0.095 0.034 0.188 0.591 7.500 1.582
,, a
'1:3~i ,
;_ , 47:~(ID
~.0~0
_ OrT2~
;<1~5° -
0~3~1'
7_70 ~
'-: 3bTb
DI06 0.609 0.000 0.000 0.046 0.563 0307 7.500 1.402
-~ - _ -0~3 T - _ - _. _ lfl~0".. - -- _.B~(i0 - _ T3~392_ '_ -_ _ . _ _ _ i3~81~ ; . : ~ 32T - 7~9" ~ -; -242
DI08 0.916 0.000 0.000 0.092 0.824 0.325 7.500 2.233
., . - i:460' 0:000 _ Oa~00 0.020 i_440" 0:2b0=
TOTA 17.942 0.888 2.438 1.428 13.191 0.441

Post-developed runoff rate -Pond 2 Undetained
C=?
A composite C will be required due to the mixed surface type. A weighted
average will be used based on the area covered by each surface type. Only the rear
of some lots is ur~detained so there will be no pavement or sidewalks within these
areas. The composite C will be calculated with base coefficients of .25 for grass
and 1.0 for buildings.
* *
Composite C = 1 0'92 + 0.25 8.13 =0.33
9.05 9.05
Runoff Intensity =?
Assuming the overland flow path to be paved generates a time to
concentration less than 5 minutes. Therefore, the intensity is 7.~ inches (SD-1).
Flow (Q) _?
Q=CIA
Q=0.33*7.5*9.05
Q = 22.40cfs
Curve Number =?
'The composite curve number is the weighted average ofthe applicable
curve numbers. The assumed values are 98 for building areas and 74 for
the grass areas.
CNtogr-~or~s;:e = 98~ 9.05, + 74~ 9.05) 76
Retention (S) _?
S , 1000 _ 10
CN
51000_10=3.16
76
•

. Post-developed runoff rate -Pond 2 Undetalned (cont.l
Runoff =?
(P - 0.25)2
Runoff (in)
(P + 0.85)
Pitt County 10 year 24 hour rainfall is 4.4 inches. Therefore,
ff.( ) - (4.4 - 0.2 * 3.16)2
Runo in - 2.05
Time to Peak(TP1=?
Volume
T,, (min) _
1.37QP
T _ 2.05 * 9.05 * 43,560 = 37 min
' 1.37*22.40*12*60
Hydro~raph =?
Set a unit hydrograph to peak at 22.40 cfs at 37 minutes. The calculation
of Q is dependant on time where:
0< t <_ 1.25, Q= QP 1-cos P~* t
P
-1.42 t
t > 1.25,Q = 5.37QPe 'P
•

• POSTDEVELOPMENT POND #2
UNDETAINED RUNOFF HYDROGRAPH (10-yr)
•
~,
Project: Brookstone Subdivision
Engineer: Malpass lli Associates
Developer: Kenneth Smith
Date: May 16, 2006
Peak Flow (CFS) = 22.4
Time to
Peak(Minutes) = 37

Time
(Minutes Runoff
(CFS
0 0.00
2 0.16
4 0.84
6 1.42
8 2.49
10 3.80
12 5.33
14 7.02
16 8.84
18 10.72
20 12.82
22 14.48
24 16.24
26 17.86
28 19.29
30 20.48
32 21.41
34 22.04
36 22.36
38 22.36
40 22.04
42 21.41
44 20.48
46 19.29
48 19.08
50 17.65
52 16.35
54 15.14
56 14.02
58 12.99
60 12.03
sz tt.u
64 10.32
86 9.55
88 8.85
70 8.19
72 7.59
74 7.03
76 6.51
78 6.03
80 5.58
82 5.17
84 4.79
86 4.43
88 4.11
90 3.80
92 3.52
94 3.26
96 3.02
~
Time
Minutes Runoff
CFS)
98 2:60
100 2!59
102 2;40
104 2.22
108 2.08
108 1;91
110 1.77
112 1:83
114 1:51
' 118 1:40
118 1:30
i 120 1.20
122 1:11
124 1,03
1 126 0;98
128 0'88
130 0,82
132 0!76
134 0:70
;138 0186
:138 0;80
! 140 0:56
142 0:52
144 0!48
146 0;44
', 148 0141
150 0;38
i 152 0;35
1 154 0;33
158 0,30
' 158 0 28
' 180 0;28
182 0;24
164 0,22
t68 0'21
168 0;19
170 0:18
172 0;16
174 0:15
176 014
' 178 0;13
180 0.12
162 Oiit
184 0:10
i 186 0;10
188 0:09
' 190 0':08
192 0:08
194 0:07
POND 2
1cfi2

~J
•
•

Time
(Minutes) Runoff
(CFS
196 0.07
198 0.06
200 0.06
202 0.05
204 0.05
206 0.04
208 O,Oq
210 0.04
212 0.04
214 0.03
2t6 0.03
218 0.03
220 0.03
222 0.02
224 0.02
226 0.02
228 0.02
230 0.02
232 0.02
234 0.02
236 0.01
a36 0.01
240 0.01
242 0.01
244 0.01
246 0.01
248 0.01
250 0.01
252 0.01
2511 O.Oi
256 0.01
258 O.Ot
260 0.01
262 0.01
264 0.00
266 0.00
288 0.00
270 0.00
272 0.00
274 0.00
278 0.00
278 0.00
280 0.00
282 0.00
284 0.00
286 0.00
288 0.00
290 0.00
292 0.00
POND 2
2of2

•
25.00
20.00
~ 15.00
V
...
O
LL 10.00
5.00
0.00
•
BROOKSTONE SUBDIVISION
POSTDEVELOPMENT POND #2 UNDETAINED RUNOFF
HYDROGRAPH - 10 YEAR STORM EVENT
•
TIME (MINIUTES)
0 60 120 180 240

Post-developed runoff rate -Pond 2 Detention Inflow
C=?
`The weighted average of the runoff coefficients for the areas is 0.46.
Runoff Intensity =?
Assuming the overland flow path to be paved generates a time to
concentration less than 5 minutes. Therefore, the intensity is 7.` inches (SD-1).
Flow (Q~,=?
Q=CIA
Q=0.44*7.5*17.94
Q = 59.20cfs
Curve Number =?
The composite curve number is the weighted average of the applicable
curve numbers. The assumed values are 98 for pavemerrt and building
areas and 74 for the grassed areas.
4.
75 1 ~13.191-
CN:otar-~a~sr~e = 98 17.94) + 74 17.94) 80
Retention (SI =?
5-1000_10
CN
1000
S= -10=2.50
80
Runoff =?
Runoff (iR) _ (P - 0.25)2
(P + 0.85)
Pitt Coun-y 10 year 24 hour rainfall is 4.4 inches. Therefore,
Runoff (iR) - 2.38
~4.4+0.8*2.25)

Post-developed runoff rate -Pond 2 Detention Inflow (cont.)
dime to Peak(TP) _?
Volume
Ty (min) _
1.37Q,,
T _ 2.38 * 17.94 * 43,560 = 32 min
~ 1..37*59.20*12*60
Hectograph =?
Set a unit hydrograph to peak at 59.20 cfs at 32 minutes. The calculation
of Q is dependant on time where:
*
~ pi t
0<_t<_1.25,Q= 2 1-cos T
P
-~.az `-
t > 1.25, Q = 5.37QPe rP
•
•

• POSTDEVELOPMENT POND #2
RUNOFF INFLOW WYDROGRAPH (10-yr)
r~
•
Project: Brookstone Subdivision
Engineer: Maipass & Associates
Developer: Kenneth Smith
Date: May 16, 2006
Peak Fiow (CFS) = 59.2
Time to
Peak(Minutes) = 32

Time
Minutes) Runoff
(CFS
0 0.00
z o.s7
4 2.25
6 4.99
8 8.67
10 13.18
12 18.27
14 23.83
16 29.60
18 35.37
20 40.93
22 46.05
24 50.53
26 54.21
28 58.95
30 58.63
32 59.20
34 58.63
38 58.95
38 54.21
40 50.53
42 49.30
44 45.12
46 41.29
48 37.78
50 34.57
52 31.63
54 28.95
56 26.49
58 24.24
80 22.18
82 20.30
64 18.57
66 17.00
68 15.55
70 14.23
72 13.02
74 11.92
76 10.91
78 9.96
80 9.13
$2 8.36
84 7.65
86 7.00
88 8.40
90 5.86
92 5.36
94 4.91
96 4.49

Time
Minutes) Runoff
CFS
sa a'.11
100 3.78
102 3'.44
104 3.15
108 2.88
108 2.64
110 2.41
112 x.21
114 2.02
116 1.85
118 Y.69
120 1'.55
122 T.42
124 b.30
126 1'.19
126 1.09
130 0.99
132 0.91
134 0.83
136 p'.76
138 0.70
140 0.64
142 0.58
144 0.53
146 0.49
148 0.45
150 0.41
152 0.37
154 0.34
156 0.31
158 0.29
160 0.26
162 q.24
164 0.22
166 0.20
168 0.18
170 0.17
172 0.15
174 0.14
176 0.13
178 0.12
180 0.11
182 0.10
184 q.09
188 0.08
188 .08
190 d.o7
192 0.06
194 0.06
POND 2
1oi2

•

•
~
Time
Minutes Runoff
CFS
198 0.05
198 0.05
200 0.04
202 0.04
204 0.04
208 0.03
208 0.03
210 0.03
212 0.03
214 0.02
2~s o.oz
2ts o.oz
zoo o.oz
zzs o.oz
zza o.02
zze o.o~
zee o.o~
z3o o.oi
232 o.ot
z3a o.o~
236 0.0~
236 0.0~
zoo o.o~
24a o.ot
z4a o.o~
24e o.o~
24S o.o~
250 0.00
25z o.oo
25a a.oo
258 0.00
258 0.00
zso o.oo
282 0.00
284 0.00
266 0.00
2se o.oo
27D 0.00
272 0.00
274 0.00
278 0.00
278 0.00
280 0.00
282 0.00
284 0.00
286 0.00
288 0.00
290 0.00
292 0.00
POND 2
2c~f2

•
70.00
60.00
50.00
.-.
LL 40.00
V
...
3
~ 30.00
20.00
10.00
0.00
•
BROOKSTONE SUBDIVISION
POSTDEVELOPMENT POND #2 HYDROGRAPH
10 YEAR STORM EVENT
•
TIME (MINIUTES)
0 60 120 180 240

• Detention Volum® Required

S~ = Storage Re quired (cf )
Q; = Peaklnflow(cfs)
Qo = PeakOutflow(cfs)
T~, = TimetoPeak(s)
Sr = (59.20cfs -14.71cfs) * 32 min* 60 sec/ min
Sr = 85,440cf

•

• Nutrient Removal for Pond #2
Detention Pond #2
What is the volume to be controlled from a 1" storm?
Step 1-Find the surface area of the uermanent pool
'% impervious = 26%
Assume average permanent pool depth of 3 feet
From Table 1.1 the SA/DA for 26% impervious is 1.19%
Given a drainage area of 17.94 acres yields a required surface area of:
Surface area required = (0.012) * (17.94 acres) * (43,560 SF/acre)
Surface area required =9,378 square feet
Step 2 -Find the volume to be controlled by a 1" storm
impervious = 26%
Drainage area =17.94 acres
• Using the runoff volume calculations in the "Simple Method" as described
by Schuelier (1987)
Rv= 0.05 + 0.009(I)
R~ =runoff coefficient =storm runoff (inches)/storm rainfall
(inches)
I =Percent impervious =Impervious area/Drainage area
Rv= 0.05 + 0.009(26)
Rv = 0.2$4 (in./in.)
Controlled Volume = (Design rainfall )*(Rv)*(Drainage Area)
Controlled Vohune = (1 in)(0.284)(1/12)(17.94)
Controlled Volume = 0.42 ft*ac = 18,300 cf
C~

. Step 3 -Find the stage of the pond for the volume to be controlled

POND 2 STAGE STORAGE
CONTOUR AREA (sf) INCREMENTAL
VOLUME CUMULATIVE
VOLUME STAGE
ft
47.75 10442
48 11168 2701.25 2701.25 0.5
49 32569 21868.5 24569.75 1.5
50 37237 34903 59472.75 2.5
51 42133 39685 99157.75 3:5

storage function: S =
•
S =storage volume (cf)
z =stage (ft)
Ks =constant
b =constant
b = In(S2/S1) / In(z2/z1)
b = 1.85
Ks = S/z^b
Ks = 11597.24
S = 11,597.24 " z^1.85
What is the stage of the pond for a volume of 18,300 cf (BMP storage)
IFS = 18300
z = 1.279346235

. Step 4 -Size the outlet
What is the estimated size of the orifice(s) to control the runoff from a 1
inch rainfall such that the water is retained within the wet detention pond
for a period of 2. S days.
Average outflow for 2.5 day drawdown:
18,300cf =0.085cfs
2.Sdays * 24hr /day * 60 min/ hr * 60 sec/ min
Q=0.085 CFS
Height of water in pond for 1 inch runoff = 1.3 Feet
Q=(Cd) *(A) * (2gh)^0.5
Q =Flow (CFS)
Cd =Constant = 0.58
A =Area of orifice (SF)
g =gravity (32.2 ft/s^2)
h =driving head - ft
Q=(Cd) *(A) * (2gh)^0.5
0.085 = (0.58)*(A) *(((2)*(32.2)*(1.3^0.5)
A = 0.016 square feet
Area = (pi) *((d)^2)/4
0.016 square feet = (pi) * ((d)^2)/4
d= 0.15 ft ~ 1.75 inches
let d = 1.75 inches
Let riser bean 24 inch pipe with the horizontal outlet (barrel) being 18 inches in
size.
MAINTENANCE
Debris should be removed whenever it accumulates, or at least twice annually.
Wetlands should be inspected annually after a rain event to ensure that the basin is
operating as designed.
At a minimum, items that should be inspected are:
1. clogging of the outlet or too rapid a release
2. erosion on the banks
3. erosion at the inlets and outlet
4. sediment accumulation and the need for removal
5. proper vegetation cover and growth
•

. Detention Pond Size
The approximate size of the detention pond is determined from it's location on the
site. This information, along with the inflow hydrograph was used in the Pond PackTM
software package. The peak discharge is 14.64 cfs, this is below the maximum allowable
of 14.71 cfs. (Pond Pack Report pg 1.01). The resulting peak storage is 102,627 cf.
•
•

•
"Pond Pack Report"
•
•

Elev. vs. Area Surtace
POND 10
•
•
51
50
.~
49
w
48
I -- __. - -- -r--- --- t ---_ _ _-- --1 _ _ -. _ _ t-_ - - -t
i- -- -- - -1- ---- -- - -
10000 20000 30000 40000
Area Surface (sq.ft)
---1
5(1000
.7

Elev. vs. Volume
POND 10
•
•
51
50
49
w
48
47 ~ ~ ~ ~ ~ ~~ , r~-r ,-- r -r-r r--r -r- y rtr -t----t- ~ -t t- ~ t--i--t -t--r I
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4
Volume (ac-ft)
•

Hydrograph
POND 2 -INFLOW
60
50
40
3 30
0
v=
20
10
Time (hrs)
•
•

Hydrograph
POND 10 OUT 1
16
14
12
10
~_
3 8
0
6
4
2
0
•
•
10 20 30 40 50 60 70 8C 90 100
Time (hrs)

Elev. vs. Time
POND 10 OUT 1

51
50
.,
> 49
a~
w
48
47
Time (hrs)
•
•
--~- r----~ -- - i _ -r _-- t-- --t _ ~ -f - t ---~
0 10 20 30 40 50 60 70 80 90 100

Elev. vs. Flow
POND 2 OUTLET
•
•
51
50
> 49
m
w
48
47
15
•
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Flow (cfs)

Volume vs. Time
POND 10 OUT 1
•

2.4
2.2
2.0
1.8
1.6
1.4
m
~ 1.2
1.0
0.8
0.6
0.4
0.2
0.0
0
•
10 20 30 40 50 60 70 80 90 100
Time (hrs)

Job File: M:\Haestad\PondPack\P700-799\p776-Brookstone\P776-POND2.PPW
Rain Dir: M:\Haestad\PondPack\P700-799\p776-Brookstone\
•
JOB TITLE
Project Date: 5/16/2006
Project Engineer: William K. Malpass
Project Title: Pond 2
Project Comments:
•
•
S/N: EFYXYWGYYNFB Malpass & Associai:es
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Table of Contents
•
i
**************k******* MASTER SUMMARY **********************
Watershed....... Master Network Summary ............. 1.01
*************** NETWORY~ SUMMARIES (DETAILED) ***************
Watershed....... 1
Executive Summary (Nodes) .......... 2.01
Executive Summary (Links) .......... 2.02
Network Calcs Sequence ............. 2.03
******************** RUNOFF HYDROGRAPHS ********************
HYD QUEUE 10.... 1
Read HYG ........................... 3.01
*,r***********,r********,- HYG ADDITION ***********************
•
OUT 10.......... 1
Node: Addition Summary ............. 4.01
**********************~ TIME VS.ELEV ***********************
POND 10 OUT 1
Time-Elev .......................... 5.01
**********************~* TIME V5.VOL ***********************
POND 10 OUT 1
Time vs. Volume .................... 6.01
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpa~s & Associates
5/30/2()06

•
•
•
Table of Contents
11
***,r***,t***r**k******** POND VOLUMES ***********************
POND 10......... Vol: Elev-Area ..................... 7.01
***********'******** OUTLET STRUCTURES *********************
POND 2 OUTLET... Outlet Input Data .................. 8.01
Individual Outlet Curves ........... 8.04
Composite Rating Curve ............. 8.13
***********i*********** POND ROUTING ***********************
POND 10......... Pond E-V-Q Table ................... 9.01
POND 10 IN 1
Node: Pond Inflow Summary .......... 9.04
POND 10 OUT 1
Pond Routing Summary ............... 9.06
Pond Routed HYG (total out) ........ 9.07
ROUTE 10........ 1
Diverted Hydrograph ................ 9.17
S/N: EFYXYWGYYNFB
PondPack (10.00.01.00)
9:10 AM
LNalpass & Associat=es
5/30/2006

Type.... Master Network Summary Page 1.07.
Name.... Watershed
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
•
MASTER DESIGN STORM SUMMARY
Hydrograph Queue Only Network
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
Hydrograph File Import Option Used For 1 node(s)
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage
Node ID
___m______ Type
_______ ___~ Event
__®a_~ ac-ft Trun
..a_v______ __ hrs
____~__.._ cfs
________ ft ac-ft
..__..____ _________~e_
HYD QUEUE 10 HYG 1 3.592 .5333 59.20
*OUT 10 JCT 1 3.566 R 1.1500 14.64
POND 10 IN POND 1 3.594 .5500 58.91
POND 10 OUT POND 1 3.566 R 1.1500 14.64 50.96 2.356
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associat=es
5/30/2006

•
Type.... Executive Summary (Nodes) Page 2.01
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: :L
NETWORK SUMMARY -- NODES
(Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
HYG Vol Qpeak Qpeak Max WSEL
Node ID Z'ype ac-ft Trun. hrs cfs ft
--------------
HYD QUEUE 10 --- ----
HYG ---------- -- -
3.592 --------
.5333 -------- ---------
59.20
Outfall OUT 10 JCT 3.566 R 1.1500 14.64
POND 10 IN POND 3.594 .5500 58.91
POND 10 OUT POND 3.566 R 1.1500 14.64 50.96
•
.,
.~
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpas~ & Associates
5/30/2006

Type.... Executive Summary (Links) Page 2.02
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
NETWORK SUMMARY -- LINKS
UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node)
Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt)
Link ID Type
a___aa__________ ____
ADDLINK 10 ADD
ROUTE 10
ROUTE 10
•

HYG Vol Peak Time Peak Q
ac-ft Trun. hrs cfs End Points
m~___~e®~®~ _~a sm®__s_ ma_em~_ffi _a_aa_m_~e..m__ma
UN 3.592 .5333 59.20 HYD QUEUE 10
DL 3.592 .5333 59.20
DN 3.594 .5500 58.91 POND 10 IN
PONDrt UN 3.594 .5500 58.91 POND 10 IN
3.566 R 1.1500 14.64 POND 10 OUT
DL 3.566 R 1.1500 14.64
DN 3.566 R 1.1500 14.64 OUT 10
S/N: EFYXYWGYYNFB Malpas~ & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Network Calcs Sequence Page 2.03
Name.... Watershed Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
NETWORK RUNOFF NODE SEQUENCE
Runoff Data Apply to Node Receiving'Link
Read HYGHYD QUEUE 10 HYG Qin HYD QUEUE 10 Add Hyd HYD QUEUE 10
C~

S/N: EFYXYWGYYNFB Malpa~s & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

•
Type.... Network Calcs Sequence Page 2.04
Name.... Watershed Event• 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-T~rookstone\p776-pond2.ppw
Storm... 1 Tag: 1
NETWORK ROUTING SEQUENCE
•
l~
u
Link Operation UPstream Node DNstream Node
Add Hyd ADDLINK 10 HYG Qin HYD QUEUE 10 Pond POND 10 IN
POND ROUTE TOTAL OUTFLOW...
Total Pond Outflow Pond POND 10 IN Outflow POND 10 OUZ
SET POND ROUTING LINK TO TOTAL POND OUTFLOW...
Outlet ROUTE 10 Outflow POND 10 OUT Jct OUT 10
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2(106

Type.... Read HYG Page 3.01
Name.... HYD QUEUE 10 Tag: 1 Event: 1 yr.
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... Tag: 1
HYG file =
HYG ID = POND 2 - INFLOW
HYG Tag = 1
Peak Discharge = 59.20 cfs
Time to Peak = .5333 hrs
HYG Volume = 3.592 ac-ft
HYDROGRAPH ORDINATES (Cfs)
•
•
Time I Output Time increment = .0333 hrs
hrs I
---------
- Time on
----------- left represents time for first value in each row.
I
.0000 I
.00 ---------------
.57 ----------
2.25 ---------------
4.99 ----------
8.67
.1667 I 13.16 18.27 23.83 29.60 35.37
.3333 I 40.93 46.05 50.53 54.21 56.95
.5000 I 58.63 59.20 58.63 56.95 54.21
.6666 I 50.53 49.30 45.12 41.29 37.78
.8333 I 34.57 31.63 28.95 26.49 24.24
.9999 I 22.18 20.30 18.57 17.00 15.55
1.1666 I 14.23 13.02 11.92 10.91 9.98
1.3332 I 9.13 8.36 7.65 7.00 6.40
1..4999 I 5.86 5.36 4.91 4.49 4.11
1.6665 I 3.76 3.44 3.15 2.88 2.64
1.8332 I 2.41 2.21 2.02 1.85 1.69
1.9998 I 1.55 1.42 1.30 1.19 1.09
2.1665 I .99 .91 .83 .76 .70
2..3331 I .64 .58 .53 .49 .45
2.4998 I .47. .37 .34 .31 .29
2.6664 I .26 .24 .22 .20 .18
2.8331 I .17 .15 .14 .13 .12
2.9997 i .11. .10 .09 .08 .08
3.1664 I .07 .06 .06 .05 .05
3.3330 I .04 .04 .04 .03 .03
3.4997 I .03 .03 .02 .02 .02
3.6663 I .02. .02 .02 .O1 .O1
3.8330 I .0]. .O1 .O1 .01 .01
3.9996 I .07. .O1 .O1 .O1 .O1
4.1663 I .00 .00 .00 .00 .00
9.3329 I .00 .00 .00 .00 .00
9.4996 I .00 .00 .00 .00 .00
4.6662 I .00 .00 .00 .00 .00
4.8329 I .00 .00 .00 .00 .00
4.9995 I .00
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Node: Addition Summa.y Page 4.01
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\'700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
SUMMARY FUR HYDROGRAPH ADDITION
at Node: OUT 10
HYG Directory: M:\Haestad\PondPack\P700-799\p776-Brookstone\
- --------------------------g
Upstream Link ID Upstream Node ID HYG file HYG ID HYG to
---------------------------------------------------------------------------
WARNING: Adding in hydrograph that is truncated on right...
ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 1
INFLOWS TO: OUT 10
----------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
work_pad.hyg ROUTE 10 1 3.566 1.1500 14.64
TOTAL FLOW INTO: OUT 1.0
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
---------------------------------------------------------------------------
work_pad.hyg OUT 10 1 3.566 1.1500 14.64

C7
S/N: EFYXYWGYYNFB Malpass & Associat=es
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Node: Addition Summa.y Page 4.02
Name.... OUT 10 Event: 1 wr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TOTAL NODE INFLOW ..
HYG file = M:\Haestad\PondPack\P700-799\p776-Brookstone\worlc pad.]yg
HYG ID = OUT 10
HYG Tag = 1
Peak Discharge = 14.64 cfs
Time to Peak = 1.1500 hrs
HYG Volume = 3.566 ac-ft
HYD&OGRAPH ORDINATES (cfs)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
-------------
- time for first value in each row.

.0000 I
.00 -
.00 ----------
.O1 ------------
.03 --------------
.04
.2500 I .06 .07 1.10 4.31 7.18
.5000 I 8.84 10.11 11.11 11.94 12.6_
.7500 I 13.16 13.59 13.92 19.17 14.35
1.0000 I 14.48 14.57 14.62 14.64 14.63
1.2500 I 14.60 14.54 14.47 19.38 14.28
1.5000 i 14.17 14.04 13.90 13.76 13.6_
1.7500 I 13.45 13.28 13.11 12.93 12.75
2.0000 I 12.57 12.38 12.19 11.99 11.79
2.2500 I 11.59 11.38 11.17 10.97 10.75
2.5000 I 10.54 10.31 10.09 9.87 9.65
2.7500 I 9.43 9.17 8.91 8.64 8.3~
3.0000 I 8.10 7.82 7.55 7.30 7.05
3.2500 I 6.82 6.60 6.26 5.77 5.33
3.5000 I 4.90 4.51 9.14 3.80 3.5.
3.7500 I 3.26 3.02 2.80 2.60 2.4-
4.0000 I 2.25 2.11 1.97 1.84 1.7~
4.2500 I 1.61 1.51 1.41 1.32 1.25
4.5000 I 1.18 1.12 1.06 1.00 .95
4.7500 I .90 .85 .80 .76 .7~
5.0000 I .68 .64 .61 .57 .5{
5.2500 I .52 .50 .48 .47 .45
5.5000 ( .44 .42 .41 .40 .38
5.7500 i .37 .36 .35 .34 .33
6.0000 I .32 .31 .30 .29 .28
6.2500 I .27 .26 .25 .24 .23
6.5000 I .23 .22 .21 .21 .20
6.7500 I .19 .19 .18 .18 .1~
7.0000 I .16 .16 .15 .15 .1~
7.2500 I .14 .13 .13 .13 .l°
7.5000 I .1L .11 .11 .11 .10
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
nalpass & Associates
5/30/2006

Type.... Node: Addition Summa_y Page
Name.... OUT 10 Event:
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1 4.03
1 yr_
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I-- Time on
---------- left represent
------------ s time for first value in each row.

7.7500 I
,10 ---
.10 ----------
.09 ---------------------
.09 -----
.09
8.0000 I .09 .08 .08 ,08 .07
8.2500 I .07 .07 ,07 .07 .07
8.5000 I .07 .07 .07 .07 .07
8.7500 I .07 .07 .07 .07 .07
9.0000 I .07 .07 .07 .07 .07
9.2500 I .07 .07 .07 .07 .07
9.5000 I .07 .07 .07 ,07 .07
9.7500 I .07 .07 .07 ,07 ,07
10.0000 I .07 .07 .07 .07 .07
10.2500 I ,0"I .07 .07 .07 .07
10.5000 I .07 .07 .07 .07 .07
10.7500 I .07 .07 .07 .07 .07
11.0000 I .07 .07 .07 .07 .07
11.2500 I .07 .07 .07 .07 .07
11.5000 I .07 .07 .07 .07 .07
11.7500 I .07 .07 .07 .07 .07
12.0000 I .07 ,07 .07 .07 .07
12.2500 I .07 .07 .07 .07 .07
1'L.5000 I .07 .07 .07 .07 .07
12.7500 I .07 .07 .07 ,07 ,07
13.0000 I
13.2500 i .07
.07 .07
.07 .07
.07 .07
.07 .07
.0'1
13.5000 I .07 .07 .07 .07 .07
13.7500 I .07 ,07 .07 ,07 .07
14.0000 I .07 .07 .07 .07 .0'7
14.2500 I .07 .07 .07 .07 .07
14.5000 I .07 .07 .07 .07 .07
14.7500 I .07 .07 .07 .07 .07
15.0000 I .07 .07 .07 .07 .07
15.2500 I .07 .07 .07 .07 .07
15.5000 I .07 .07 .07 .07 .0'7
15.7500 I .07 .07 .07 .07 .07
16.0000 I .07 .07 .07 .07 .07
16.2500 I .07 .07 .07 .07 .07
16.5000 I .07 .07 .07 .07 .07
16.7500 I .07 ,07 .07 .07 .07
17.0000 I .07 .07 .07 .07 .07
17.2500 I .07 .07 .07 .07 .07
17.5000 I .0"1 .07 .07 .07 .07
17.7500 I .07 .07 .07 .07 .07
18.0000 I .07 .07 .07 .07 .07
18.2500 I .07 ,07 .07 .07 ,07
18.5000 I .07 .07 .07 .07 .07
18.7500 I .07 .07 .07 .07 .07
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack {10.00.016.00) 9:10 AM 5/30/2006

Type.... Node: Addition Summa=y Page 4.04
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
•
•
•
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
------------~ left represent
----------- s time for first value in each rov.

19.0000 I

.07 ---

.07 ----------

,07 ---------
----
,07
-------------
.0~
19.2500 I .0"1 .07 .07 .07 .0`+
19.5000 I .07 .07 .07 .07 .0~
19.7500 I .07 .07 .07 .07 .0~
20.0000 I .07 .07 .07 .07 .0~
20.2500 I .07 .07 .07 .07 .0~
20.5000 I .07 .07 .07 .07 .0'+
20.7500 I .07 .07 .07 .07 .0~
21.0000 I .07 .07 .07 .07 .0~
21.2500 I .07 .07 .07 .07 .0~
21.5000 I .07 .07 .07 .07 .0''
21.7500 I .07 .07 .07 .07 .0~
22.0000 I .07 .07 .07 .07 .0~
22.2500 I .07 .07 .07 .07 .0`+
22.5000 I .07 .07 .07 .07 .0~
22.7500 I .0'1 .07 .07 ,07 .0~
23.0000 I .07 .07 .07 .07 .0~
23.2500 I .07 .07 .07 .07 .0'~
23.5000 I .07 .07 .07 .07 .0~
23.7500 I .07 .07 .07 .07 .0`~
24.0000 I .07 .07 .07 .07 .0~+
24.2500 I .07 .07 .07 ,07 .0~
24.5000 I .07 .07 .07 ,07 .0~
24.7500 I .07 .07 .07 .07 .0~
25.0000 I .07 .07 .07 .07 .0~
25.2500 i .07 .07 .07 .07 .0~
25.5000 i .07 .07 .07 .07 .0~
25.7500 I .07 .07 .07 .07 .0'~
26.0000 I .07 .07 .07 .07 .0~
26.2500 I .07 .07 .07 .07 .0~
26.5000 I .07 .07 .07 .07 .0~
26.7500 I .07 .06 .06 .06 .06
27.0000 I .06 .06 .06 .06 .06
27.2500 I .06 .06 .06 .06 .On
27.5000 I .06 .06 .06 .06 .06
27.7500 I .06 .06 .06 .06 .06
28.0000 I .06 .06 .06 .06 .06
28.2500 I .06 .06 .06 .06 .06
28.5000 I .06 .06 .06 .06 .06
28.7500 I .06 .06 .06 .06 .06
29.0000 I .06 .06 .06 .06 .06
29.2500 I .06 .06 .06 .06 .06
29.5000 I .06 .06 .06 .06 .06
29.7500 I .06 .06 .06 .06 .06
30.0000 I .06 .06 .06 .06 .Oo
S/N: EFYXYWGYYNFB Malpa°s & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Node: Addition Summary
Name.... OUT 10
Page 4.05
Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left represent
------------
- s time for first value in each row.

30.2500 I -
.06 -----------
.06 ----------
.06 ---------------
.06 ------------
.06
30.5000 I .06 .06 .06 .06 .06
30.7500 I .06 .06 .06 .06 .06
31.0000 I .06 .06 .06 .06 .06
31.2500 I .06 .06 .06 .06 .06
31.5000 I .06 .06 .06 .06 .06
31.7500 I .06 .06 .06 .06 .06
32.0000 I .06 .06 .06 .06 .06
32.2500 I .06 .06 .06 .06 .06
32.5000 I .06 .06 .06 .06 .06
32.7500 I .06 .06 .06 .06 .06
33.0000 I .06 .06 .06 .06 .06
33.2500 I .06 .06 .06 .06 .06
33.5000 I .06 .06 .06 .06 .06
33.7500 I .06 .06 .06 .06 .06
34.0000 I .06 .06 .06 .06 .06
34.2500 I .06 .06 .06 .06 .06
34.5000 I .06 .06 .06 .06 .06
34.7500 I .06 .06 .06 .06 .06
35.0000 i .06 .06 .06 .06 .06
35.2500 I .06 .06 .06 .06 .06
35.5000 I .OF> .06 .06 .06 .06
35.7500 I .06 .06 .06 .06 .06
36.0000 I .06 .06 .06 .06 .06
36.2500 I .06 .06 .06 .06 .06
36.5000 I .06 .06 .06 .06 .06
36.7500 I .06 .06 .06 .06 .06
37.0000 I .06 .06 .06 .06 .06
37.2500 I .06 .06 .06 .06 .06
37.5000 I .06 .06 .06 .06 .06
37.7500 I .06 .06 .06 .06 .06
38.0000 I .06 .06 .06 .06 .06
38.2500 ( .06 .06 .06 .06 .06
38.5000 I .06 .06 .06 .06 .06
38.7500 I .06 .06 .06 .06 .06
39.0000 I .06 .06 .06 .06 .06
39.2500 I .06 .06 .06 .06 .06
39.5000 I .06 .06 .06 .06 .06
39.7500 I .06 .06 .06 .06 .06
40.0000 I .06 .06 .06 .06 .06
40.2500 I .06 .06 .06 .06 .06
40.5000 I .06 .06 .06 .06 .06
40.7500 I .06 .06 .06 .06 .06
41.0000 I .06 .06 .06 .06 .06
41.2500 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

•
•
•
Type.... Node: Adcition Summary
Name.... OUT 10
File.... M:\Haest~d\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
Page 4.06
Event: 1 yr
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Tine on
---------- left represent
--~-- s time for first value in each roan.

41.5000 i -
.06 ------------
.06 ----------
.06 ----------------
.06 ---------
.06
41.7500 I .06 .06 .06 .06 .06
42.0000 I .06 .06 .06 .06 .46
42.2500 I .06 .06 .06 .06 .46
42.5000 I .06 .06 .06 .06 .06
92.7500 I .06 .06 .06 .06 .06
43.0000 I .06 .06 .06 .06 .06
43.2500 I .06 .06 .06 .06 .06
43.5000 I .06 .06 .06 .06 .06
43.7500 I .06 .06 .06 .06 .06
44.0000 I .06 .06 .06 .06 .06
44.2500 i .06 .06 .06 .06 .06
44.5000 I .06 .06 .06 .06 .06
94.7500 I .06 .06 .06 .06 .06
45.0000 I .06 .06 .06 .06 .06
45.2500 I .06 .06 .06 .06 .06
45.5000 I .06 .06 .06 .05 .05
45.7500 I .05 .05 .05 .05 .Q5
46.0000 I .05 .05 .05 .05 .05
46.2500 I .05 .05 .05 .05 .0.5
46.5000 I .05 .05 .05 .05 .OS
46.7500 I .05 .05 .05 .05 .05
47.0000 I .05 .05 .05 .05 .05
47.2500 I .05 .05 .05 .05 .05
47.5000 I .05 .05 .05 .05 .05
47.7500 ( .05 .05 .05 .05 .05
98.0000 I .05 .05 .05 .05 .Q5
48.2500 I .05 .05 .05 .05 .05
48.5000 I .05 .05 .05 .05 .05
48.7500 I .05 .05 .05 .05 .05
49.0000 I .05 .05 .05 .05 .05
49.2500 I .05 .05 .05 .05 .05
49.5000 i .05 .05 .05 .05 .05
49.7500 I .05 .05 .05 .05 .OS
50.0000 I .05 .05 .05 .05 .05
50.2500 I .05 .05 .05 .05 .05
50.5000 I .05 .05 .05 .05 .05
50.7500 I .05 .05 .05 .05 .05
51.0000 I .05 .05 .05 .05 .05
51.2500 I .05 .05 .05 .05 .05
51.5000 I .05 .05 .OS .05 .05
51.7500 i .05 .05 .05 .05 .C5
52.0000 I .05 .05 .05 .05 .05
52.2500 i .05 .05 .05 .05 .C5
52.5000 I .05 .05 .05 .05 .C5
S/N: EFYXYWGYYNE'f~
PondPack (10.00.0-6.00)
9:10 AM
Malpass & Associates
5/30/2006

•
•
•
Type.... Node: Addition Summa.y Page 4.0"7
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs i
----------I- Time on
----------- .left represent
-------- s time for first value in each row.

52.7500 I
.05 ------
.05 ----------
.05 ----------------
.05 ----------
.05
53.0000 I .05 .05 .05 .05 .05
53.2500 I .05 .05 .05 .05 .05
53.5000 I .05 .05 .05 .05 .05
53.7500 I .05 .05 .05 .05 .05
54.0000 I .05 .05 .05 .05 .05
54.2500 I .05 .05 .05 .05 .05
54.5000 I .05 .05 .05 .05 .05
54.7500 I .05 .05 .05 .05 .05
55.0000 I .05 .05 .05 .05 .05
55.2500 I .05 .05 .05 .05 .05
55.5000 i .05 .05 .05 .05 .05
55.7500 I .05 .05 .05 .05 .05
56.0000 I .05 .05 .05 .05 .05
56.2500 I .05 .05 .05 .05 .05
56.5000 I .05 .05 .05 .05 .05
56.7500 I .05 .05 .05 .05 .05
57.0000 I .05 .05 .05 .05 .05
57.2500 I .05 .05 .05 .OS .05
57.5000 I .05 .05 .05 .05 .Oar
57.7500 I .05 .05 .05 .05 .05
58.0000 I .05 .05 .05 .05 .05
58.2500 I .05 .05 .05 .05 .05
58.5000 I .05 .05 .05 .05 .05
58.7500 I .05 .05 .05 .05 .05
59.0000 I .05 .05 .05 .05 .05
59.2500 I .05 .05 .05 .05 .05
59.5000 I .05 .05 .05 .05 .05
59.7500 I .05 .05 .05 .05 .05
60.0000 I .05 .05 .05 .05 .05
60.2500 I .05 .05 .05 .05 .05
60.5000 I .05 .05 .05 .05 .05
60.7500 I .05 .05 .05 .05 .OS
61.0000 I .05 .05 .05 .05 .05
61.2500 I .05 .05 .05 .05 .O$
61.5000 I .05 .05 .05 .05 .05
61.7500 I .05 .05 .OS .05 .05
62.0000 I .05 .05 .05 .05 .05
62.2500 i .05 .05 .05 .05 .05
62.5000 I .05 .05 .OS .05 .05
62.7500 I .05 .05 .05 .05 .05
63.0000 I .05 .05 .05 .05 .05
63.2500 I .05 .05 .05 .05 .05
63.5000 I .O~i .05 .05 .05 .05
63.7500 I .05 .05 .05 .05 .09
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpa~~s & Associates
5/30/2006

Type.... Node: Addition Summary Page 4.08
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1

~i
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
----
- s time for first value in each row.

64.0000 I
.04 --
-------
.04 ----------
.04 ----------------
.04 ----------
.09
64.2500 I .04 .04 .04 .04 .04
69.5000 I .04 .04 .04 .04 .04
64.7500 I .04 .09 .04 .04 .04
65.0000 I .04 .04 .04 .04 .04
65.2500 I .04 .04 .04 .04 .04
65.5000 I .04 .04 .04 .04 .04
65.7500 I .04 .04 .04 .04 .04
66.0000 I .09 .04 .04 .04 .04
66.2500 I .04 .04 .04 .04 .04
66.5000 I .04 .04 .04 .04 .04
66.7500 I .04 .04 .04 .04 .04
67.0000 I .04 .04 .04 .04 .04
67.2500 I .04 .04 .04 .04 .04
67.5000 I .04 .04 .04 .04 .04
67.7500 I .04 .04 .04 .04 .04
68.0000 I .04 .04 .04 .04 .04
68.2500 I .04 .04 .04 .04 .04
68.5000 I .04 .04 .04 ,04 .09
68.7500 I .04 .04 .04 .04 .04
69.0000 I .04 .04 .04 .04 .04
69.2500 I .04 .04 .04 .04 .04
69.5000 I .04 .04 .04 .04 .04
69.7500 I .04 .04 .04 .04 .04
70.0000 I .04 .04 .04 .04 .04
70.2500 I .04 .04 .04 .04 .04
70.5000 I .04 .04 .09 .04 .04
70.7500 I .04 .04 .09 .04 .04
71.0000 I .04 .04 .04 .04 .04
71.2500 I .04 .04 .04 .04 .04
71.5000 I .04 .04 .04 .04 .04
71.7500 I .04 .04 .04 .04 .04
7L.0000 I .04 .04 .04 .04 .04
7?_.2500 I .04 .04 .04 .04 .04
72.5000 I .04 .04 .04 .04 .04
72.7500 i .04 .04 .04 .04 .04
73.0000 I .04 .04 .04 .04 .04
73.2500 I .04 .04 .04 .04 .04
73.5000 I .04 .04 .04 .04 .04
73.7500 I .04 .04 .04 .04 .04
74.0000 I .04 .04 .04 .04 .04
74.2500 I .04 .04 .04 .04 .04
74.5000 I .04 .04 .04 .04 .04
74.7500 I .04 .04 .04 .04 .04
75.0000 i .04 .04 .04 .04 .04
S/N: EFYXYWGYYNFB Malpass & Associal:es
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Node: Addition Summary Page 4.09
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\~?700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
~,
LJ
•
HYD}~OGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
-------- s time for first value in each row.

75.2500 (
.04 -------
.04 ----------
.04 ----------------
.04 ----------
.04
75.5000 ( .03 .03 .03 .03 .03
75.7500 ( .03 .03 .03 .03 .03
76.0000 I .03 .03 .03 .03 .03
76.2500 I .03 .03 .03 .03 .03
76.5000 I .03 .03 .03 .03 .03
76.7500 I .03 .03 .03 .03 .03
77.0000 I .03 .03 .03 .03 .03
77.2500 I .03 .03 .03 .03 .03
77.5000 I .03 .03 .03 .03 .03
77.7500 I .03 .03 .03 .03 .03
78.0000 I .03 .03 .03 .03 .03
78.2500 I .03 .03 .03 .03 .03
78.5000 I .03 .03 .03 .03 .03
78.7500 I .03 .03 .03 .03 .03
79.0000 I .03 .03 .03 .03 .03
79.2500 I .03 .03 .03 .03 .03
79.5000 I .03 .03 .03 .03 .03
79.7500 I .03 .03 ,03 .03 .03
80.0000 I .03 .03 .03 .03 .03
80.2500 I .03 .03 .03 .03 .03
80.5000 I .03 .03 .03 .03 .03
80.7500 I .03 .03 .03 .03 .03
81.0000 I .03 .03 .03 .03 .03
81.2500 I .03 .03 .03 .03 .03
81.5000 I .03 .03 .03 .03 .03
81.7500 I .03 .03 .03 .03 .03
82.0000 I .03 .03 .03 .03 .03
82.2500 I .03 .03 .03 .03 .03
82.5000 I .03 .03 .03 .03 .03
82.7500 I .03 .03 .03 .03 .03
83.0000 I .03 .03 .03 .03 .03
83.2500 I .03 .03 .03 .03 .03
83.5000 I .03 .03 .03 .03 .03
83.7500 I .03 .03 .03 .03 .03
84.0000 I .03 .03 .03 .03 .03
84.2500 I .03 .03 .03 .03 .03
84.5000 I .03 .O.i .03 .03 .03
84.7500 I .03 .03 .03 .03 .03
85.0000 i .03 .03 .03 .03 .03
85.2500 I .03 .03 .03 .03 .03
85.5000 I .03 ,03 .03 .03 .03
85.7500 I .03 .03 .03 .03 .03
86.0000 I .03 .03 .03 .03 .03
86.2500 I .03 .03 .03 .03 .03
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Node: Addition Summary
Name.... OUT 10
•

Page 4.10
Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left represent
------------------~---
- s time for first value in each row.

86.5000 I
.03 -
---
,03 ----------
.03 -------------
.03 -------------
.03
86.7500 I .03 .03 .03 .03 .03
87.0000 I .03 .03 ,03 .03 .03
87.2500 I .03 .03 .03 .03 .03
87.5000 I .03 .03 .03 .03 .03
87.7500 I .03 .03 .03 .03 .03
88.0000 - .03 .03 .03 .03 .02
88.2500 I .02 .02 .02 .02 .02
88.5000 I .02 .02 .02 .02 .02
88.7500 I .02 .02 .02 .02 .02
89.0000 I .02 .02 .02 .02 .02
89.2500 I .02 .02 .02 .02 .02
89.5000 I .02 .02. .02 .02 .02
89.7500 I .02 .02 .02 .02 .02
90.0000 I .02 .02 .02 .02 .02
90.2500 I .02 .02 .02 .02 .02
90.5000 I .02 .02 .02 .02 .02
90.7500 i .02 .02 .02 .02 .02
91.0000 I .02 .02 .02 .02 .02
91.2500 I .02 .02 .02 .02 .02
91.5000 I .02 .02 .02 .02 .02
91.7500 I .02 .02. .02 .02 .02
92.0000 i .02 .02 .02 .02 .02
92.2500 I .02 .02 .02 .02 .02
92.5000 I .02 .02. .02 .02 .02
92.7500 I .02 .02 .02 .02 .02
93.0000 I .02 .02 .02 .02 .02
93.2500 i .02 .02 .02 .02 .02
93.5000 I .02 .02. .02 .02 .02
93.7500 I .02 .02 .02 .02 .02
99.0000 I .02 .02. .02 .02 .02
94.2500 I .02 .02 .02 .02 .02
94.5000 I .02 .02 .02 .02 .02
94.7500 I .02 .02. .02 .02 .02
95.0000 i .0?_ .02 .02 .02 .02
95.2500 I .02 .02 .02 .02 .02
95.5000 I .02 .02 .02 .02 .02
95.7500 I .02 .02 .02 .02 .02
96.0000 I .02 .0'l .02 .02 .02
96.2500 I .02 .02 .02 .02 .02
96.5000 I .02 .02 .02 .02 .02
96.7500 ( .02 .02 .02 .02 .02
97.0000 I .02 .02 .02 .02 .02
97.2500 I .02 .02 .02 .02 .02
97.5000 I .02 .02. .02 .02 .02
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Node: Addition S~unmary Page 4.11
Name.... OUT 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
. Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------
- Time on
----------- left represents
- time for first value in each row.
I
97.7500 I
.02 --
------------
.02 ----------
.02 -------------------
.02 ------
.02
98.0000 I .02 .O1 .O1 .O1 .Ol
98.2500 I .01 .O1 .O1 .O1 .O1
98.5000 I .Ol .O1 .O1 .Ol .O1
98.7500 I .01 .O1 .O1 .O1 .01
99.0000 I .Ol .O1 .O1 .O1 .Ol
99.2500 I .O1 .Ol .O1 .Ol .Ol
99.5000 I .Ol .O1 .O1 .01 .Ol
99.7500 I .01 .Ol .O1 .O1 .01
100.0000 I .O1
•
•
S/N: EFYXYWGYSNFB Malpass & Associates
PondPack (l0.OC~.016.00) 9:10 AM 5/30/2006

Type.... Time-Elev Page 5.U1
Name.... POND 10 OUT Tag: 1 Event• 1 yr_
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
------- time for first value in each row.

.0000 I
47.75 -----
47.76 ---------
47.82 ---------------
47.95 -----------
48.16
.2500 I 48.40 48.65 48.89 49.12 49.35
.5000 I 49.59 49.82 50.03 50.23 50.40
.7500 I 50.54 50.65 50.75 50.82 50.87
1.0000 I 50.91 50.94 50.95 50.96 50.95
1.2500 I 50.94 50.93 50.91 50.88 50.85
1.5000 I 50.82 50.78 50.74 50.70 50.66
1.7500 I 50.62 50.57 50.53 50.48 50.43
2.0000 I 50.38 50.34 50.29 50.24 50.19
2.2500 I 50.14 50.09 50.05 50.00 49.95
2.5000 I 49.91 99.86 99.81 49.77 49.73
2.7500 I 49.68 49.69 49.60 49.56 49.52
3.0000 I 49.48 49.49 49.40 49.37 49.33
3.2500 I 49.30 49.27 49.24 49.21 49.1II
3.5000 I 49.16 49.13 49.11 49.09 49.07
3.7500 I 49.06 49.04 49.03 49.01 49.00
4.0000 I 48.99 48.98 48.97 48.96 48.95
4.2500 I 48.94 48.93 48.92 48.91 48.91
4.5000 I 48.90 48.89 48.89 48.88 48.88
4.7500 ( 48.87 48.87 48.86 48.86 48.85
5.0000 I 48.85 48.85 48.84 48.84 48.84
5.2500 I 48.83 48.83 48.83 48.82 48.82
5.5000 I 48.82 48.82 48.81 48.81 48.81
5.7500 I 48.81 48.80 48.80 48.80 48.80
6.0000 I 48.80 48.79 48.79 48.79 48.79
6.2500 I 48.79 48.79 48.78 48.78 48.78
6.5000 I 48.78 48.78 48.78 48.78 48.77
6.7500 I 48.77 48.77 48.77 48.77 48.77
7.0000 I 48.77 48.77 48.77 98.76 48.76
7.2500 ( 48.76 48.76 48.76 48.76 48.76
7.5000 I 48.76 48.76 48.76 48.76 48.76
7.7500 I 48.76 48.75 48.75 48.75 48.75
8.0000 I 48.75 48.75 48.75 48.75 48.75
8.2500 I 48.75 48.75 48.75 48.75 48.75
8.5000 I 48.75 48.75 48.75 48.75 48.75
8.7500 I 48.75 48.74 48.74 48.74 48.74
9.0000 I 48.74 48.74 98.74 48.74 48.74
9.2500 I 48.74 48.74 48.79 48.74 48.74
9.5000 I 48.74 48.74 48.74 48.74 48.74
9.7500 I 48.74 48.74 48.74 48.73 48.73
10.0000 I 48.73 48.73 48.73 48.73 48.73
10.2500 I 48.73 48.73 48.73 98.73 48.73
10.5000 I 48.73 48.73 48.73 48.73 48.73
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpass & Associates
9:10 AM
5/30/2006

Type.... Time-Elev Page 5.02
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
•
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
~,
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
------•---- time for first value in each row.

10.7500 I
48.73 ------
48.73 ---------
48.73 ------------
48.73
48.72
11.0000 I 48.72 48.72 48.72 48.72 48.72
11.2500 I 48.72 48.72 48.72 48.72 48.72
11.5000 i 48.72 48.72 48.72 48.72 48.72
11.7500 I 48.72 48.72 48.72 48.72 48.72
12.0000 I 48.71 46.71 46.71 48.71 48.7-
12.2500 I 48.71- 48.71 48.71 48.71 48.7=
12.5000 i 48.71 48.71 48.71 48.71 48.7=
12.7500 I 48.71 48.71 48.71 48.71 48.7_
13.0000 I 48.71 48.71 48.70 48.70 48.70
13.2500 I 48.70 48.70 48.70 48.70 48.70
13.5000 I 48.70 48.70 48.70 48.70 48.70
13.7500 I 48.70 98.70 48.70 48.70 48.70
14.0000 I 48.70 48.70 98.70 48.70 48.69
14.2500 I 48.69 48.69 48.69 48.69 48.69
19.5000 I 48.69 48.69 48.69 48.69 48.69
14.7500 I 48.69 48.69 48.69 48.69 48.69
15.0000 I 48.69 48.69 48.69 48.69 48.69
15.2500 I 48.69 48.68 48.66 48.68 48.68
15.5000 I 48.68 48.68 48.68 48.68 48.68
15.7500 I 48.68 48.68 98.68 48.68 48.68
16.0000 I 48.68 48.68 98.68 48.68 48.68
16.2500 I 48.68 48.68 98.68 48.67 48.67
16.5000 I 48.67 48.67 48.67 48.67 48.67
16.7500 I 48.67 48.67 48.67 48.67 48.67
17.0000 I 48.67 48.67 98.67 48.67 48.67
17.2500 I 48.67 48.67 98.67 48.67 48.66
17.5000 I 48.66 48.66 48.66 48.66 48.66
17.7500 I 48.66 48.66 48.66 48.66 48.66
18.0000 I 48.66 48.66 48.66 48.66 48.66
18.2500 I 48.66 48.66 48.66 48.66 48.66
18.5000 I 48.65 48.65 48.65 48.65 48.65
18.7500 I 48.65 48.65 98.65 48.65 48.65
19.0000 I 48.65 48.65 48.65 48.65 48.65
19.2500 I 48.65 48.65 48.65 48.65 48.65
19.5000 I 48.69 48.64 48.64 48.64 48.61
19.7500 I 48.64 48.64 48.64 48.64 48.6{
20.0000 I 48.64 48.64 48.64 48.64 48.64
20.2500 I 48.64 48.64 48.64 48.64 48.64
20.5000 I 48.64 48.63 48.63 48.63 48.63
20.7500 I 48.63 48.63 98.63 48.63 48.63
21.0000 I 48.63 48.63 48.63 48.63 48.63
21.2500 I 48.63 48.63 48.63 48.63 48.63
21.5000 I 48.63 48.63 48.62 48.62 48.62
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
Lrialpass & Associates
9:10 AM
5/30/2006

Type.... Time-Elev Page 5.03
Name.... FOND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p~76-pond2.ppw
•
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
---- time for first value in each row.

21.7500 i
48.62 --------
48.62 ---------
48.62 ---------------
48.62 ----------
48.62
22.0000 ( 48.62 48.62 48.62 48.62 48.62
22.2500 I 48.62. 48.62 48.62 48.62 48.62
22.5000 I 48.62 48.62 48.61 48.61 48.6_
22.7500 i 48.61 98.61 48.61 48.61 48.6"_
23.0000 I 48.61 98.61 48.61 48.61 48.6:
23.2500 I 48.67. 48.61 48.61 48.61 48.6-
23.5000 I 48.61 48.61 98.61 48.60 48.60
23.7500 - 48.60 48.60 48.60 48.60 48.60
24.0000 I 48.60 48.60 48.60 98.60 98.60
24.2500 I 48.60 48.60 48.60 48.60 48.60
24.5000 I 48.60 48.60 48.60 48.60 48.59
24.7500 I 98.59 48.59 48.59 48.59 48.59
25.0000 i 48.59 48.59 48.59 48.59 98.59
25.2500 I 48.59 48.59 48.59 48.59 48.59
25.5000 I 48.59 48.59 48.59 49.59 48.59
25.7500 I 48.58 48.58 48.58 48.58 48.58
26.0000 I 48.58 48.58 48.58 48.58 48.58
26.2500 I 48.58 48.58 48.58 48.58 48.58
26.5000 I 48.58 48.58 48.58 48.58 48.58
26.7500 I 48.57 48.57 48.57 48.57 98.5
27.0000 I 98.57 48.57 48.57 48.57 98.5
27.2500 I 48.57 48.57 48.57 48.57 48.5?
27.5000 I 48.57 48.57 48.57 48.57 98.5
27.7500 I 48.56 48.56 48.56 43.56 98.56
28.0000 I 48.5Fi 48.56 48.56 48.56 48.56
28.2500 I 48.56 48.56 48.56 48.56 48.56
28.5000 I 48.56 48.56 48.56 48.56 48.55
28.7500 I 48.55 48.55 48.55 43.55 48.55
29.0000 I 98.55 48.55 48.55 4.3.55 48.55
29.2500 I 48.55 48.55 48.55 4.3.55 48.55
29.5000 I 48.5~i 48.55 48.55 48.55 48.5d
29.7500 I 48.54 48.54 48.54 43.54 48.54
30.0000 I 48.54 48.54 48.54 48.54 48.54
30.2500 I 48.54 48.54 48.54 48.54 48.54
30.5000 I 48.54 48.54 48.54 43.54 48.53
30.7500 i 48.53 48.53 48.53 93.53 48.53
31.0000 I 48.53 48.53 48.53 43.53 48.53
31.2500 I 48.53 48.53 48.53 43.53 48.53
31.5000 I 48.53 48.53 48.53 43.53 48.52
31.7500 I 48.52 48.52 48.52 43.52 48.52
32.0000 I 48.52 48.52 48.52 48.52 48.52
32.2500 I 48.52 48.52 48.52 48.52 48.52
32.5000 I 48.52 48.52 48.52 48.52 48.51
S/N: EFYXYWGYYNFB Malpa~s & Associates
PondPack 010.00.016.00) 9:10 AM 5/30/2006

Type.... Time-Elev
Page 5.04
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs i
---------i- Time on
----------- .left represents
----------- time for first value in each rov.

32.7500 I
48.51 -----
48.51 ---------
48.51 ---------------
48.51 ----------
48.5-
33.0000 I 48.51 48.51. 48.51 48.51 48.5_
33.2500 I 48.51 48.51 48.51 48.51 48.5"_
33.5000 I 48.51 48.51 48.51 48.51 48.5-
33.7500 I 48.50 48.50 48.50 48.50 48.50
34.0000 I 48.50 48.50 48.50 48.50 48.50
34.2500 I 48.50 48.50 48.50 48.50 48.50
34.5000 I 48.50 46.50 48.50 48.50 48.49
34.7500 I 48.49 48.49 48.49 48.49 48.49
35.0000 I 48.49 48.49 48.49 48.49 48.49
35.2500 I 48.49 48.49 48.49 48.49 48.49
35.5000 I 48.49 48.49 48.99 48.48 48.48
35.7500 I 48.48 48.48 98.48 48.98 48.48
36.0000 I 48.48 48.48 48.48 48.48 48.48
36.2500 I 48.48 48.48 48.48 48.48 48.48
36.5000 I 48.48 48.48 48.47 48.97 48.4
36.7500 I 48.47 48.47 98.47 48.47 48.4
37.0000 I 48.47 48.47 48.47 48.47 48.4'
37.2500 I 48.47 48.47 48.47 48.47 48.4
37.5000 I 48.47 48.46 48.46 48.46 48.46
37.7500 I 48.46 48.46 48.46 48.46 48.46
38.0000 I 48.46 48.46 48.46 98.46 48.46
38.2500 ( 48.46 48.46 48.46 48.96 48.46
38.5000 I 48.45 98.45 48.45 48.45 48.45
38.7500 I 48.45 48.45 48.45 48.45 48.45
39.0000 I 48.45 48.45 48.45 48.45 48.45
39.2500 I 48.45 48.45 48.45 48.45 48.45
39.5000 I 48.44 48.44 48.44 48.44 48.44
39.7500 I 48.44 48.44 48.44 98.44 48.44
40.0000 I 48.44 48.44 48.44 48.44 48.44
40.2500 I 48.44 48.44 48.94 48.44 48.44
40.5000 I 48.43 48.43 48.43 48.43 98.43
40.7500 ( 48.43 48.43 48.43 48.43 48.43
91.0000 I 48.43 48.43 48.43 48.43 48.43
41.2500 I 48.43 48.43 98.43 48.43 48.43
41.5000 I 48.42. 48.42 48.42 48.42 48.42
41.7500 I 48.42 48.42 48.42 48.42 48.42
42.0000 I 48.42 48.92 48.92 48.42 48.42
42.2500 ( 48.42 48.92 48.42 48.42 48.42
42.5000 I 48.41 48.41 48.41 48.41 48.4=
42.7500 i 48.41 48.41. 48.41 48.41 48.4-
43.0000 I 48.91 48.41 48.41 48.91 48.4_
43.2500 I 48.41 48.41. 48.41 48.40 48.40
43.5000 I 48.40 48.40 48.40 48.40 48.40
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpass & Associates
9:10 AM
5/30/2006

Type.... Time-Elev Page 5.05
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
--------------- represents
--•------
- time for first value in each row.

43.7500 I
48.40 -
--
48.40 ---------
48.40 ---------------
48.40 -----------
48.40
44.0000 I 48.40 48.40 48.40 46.40 48.40
44.2500 I 48.40 48.40 48.39 48.39 48.39
44.5000 i 48.39 48.39 48.39 48.39 48.39
44.7500 I 48.39 48.39 48.39 48.39 48.39
45.0000 I 48.39 48.39 48.39 48.39 48.39
45.2500 I 48.38 48.38 48.38 48.38 48.38
45.5000 I 48.38 48.38 48.38 48.38 48.38
45.7500 I 48.38 48.38 48.38 48.38 48.38
46.0000 I 48.38 48.38 48.38 48.38 48.37
46.2500 I 48.37 48.37 48.37 48.37 48.37
46.5000 I 48.37 48.37 48.37 48.37 48.37
46.7500 I 48.37 48.37 48.3? 48.37 48.37
47.0000 I 48.37 48.37 48.37 48.36 48.36
47.2500 I 48.36 48.36 48.36 48.36 48.36
47.5000 I 48.36 48.36 48.36 48.36 48.36
47.7500 I 48.36 48.36 46.36 48.36 48.36
48.0000 i 48.36 48.36 48.36 48.35 48.35
48.2500 I 48.35 48.35 48.35 48.35 48.35
48.5000 I 48.35 48.35 48.35 48.35 48.35
48.7500 I 48.35 48.35 48.35 48.35 48.35
49.0000 I 48.35 48.35 48.34 48.34 48.34
49.2500 I 48.34 48.39 48.34 48.34 48.34
49.5000 I 48.34 48.34 48.34 48.34 48.34
49.7500 I 48.34 48.34 48.34 48.34 48.34
50.0000 I 48.34 48.34 48.33 48.33 48.33
50.2500 I 48.33 48.33 48.33 48.33 48.33
50.5000 I 48.33 48.33 48.33 48.33 48.33
50.7500 I 48.33 48.33 48.33 48.33 48.33
51.0000 I 48.32 48.32 48.32 48.32 48.32
51.2500 I 48.32 48.32 48.32 48.32 48.32
51.5000 I 48.32 48.32 48.32 48.32 48.32
51.7500 I 48.32 48.32 48.32 48.31 48.31
52.0000 I 48.31. 48.31 48.31 48.31 48.31
52.2500 I 48.31 48.31 48.31 48.31 48.31
52.5000 I 48.31 48.31 48.31 48.31 48.31
52.7500 I 98.31 48.31 48.30 48.30 48.30
53.0000 I 48.30 48.30 48.30 48.30 48.30
53.2500 I 48.30 98.30 48.30 48.30 48.30
53.5000 I 48.30 48.30 48.30 48.30 48.30
53.7500 I 48.29 48.29 48.29 48.29 48.29
54.0000 I 48.29 48.29 48.29 48.29 48.29
54.2500 I 48.29 48.29 48.29 48.29 48.29
54.5000 I 48.29 48.29 48.29 48.29 48.28
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Time-Elev Page 5.06
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on :
----------- Left represents
------~------- time for first value in each row.

54.7500 I

48.28 ---

48.28 ---------

48.28 --------
-------
48.28
-----------
48.28
55.0000 I 48.28 48.28 48.28 48.28 48.28
55.2500 I 48.28 48.28 48.28 48.28 48.2$
55.5000 I 48.28 48.28 48.27 48.27 48.27
55.7500 i 48.27 48.27 48.27 48.27 48.27
56.0000 i 48.27 48.27 48.27 48.27 48.27
56.2500 I 48.27 48.27 48.27 48.27 48.27
56.5000 I 48.27 48.26 48.26 4$.26 48.26
56.7500 I 48.26 48.26 48.26 48.26 48.26
57.0000 I 48.26 48.26 48.26 48.26 48.26
57.2500 I 48.26 48.26 48.26 48.26 48.26
57.5000 I 48.25 48.25 48.25 48.25 48.25
57.7500 I 48.25 48.25 48.25 48.25 48.25
58.0000 I 48.25 48.25 48.25 48.25 48.25
58.2500 I 48.25 48.25 48.25 48.24 48.24
58.5000 I 48.24 48.24 48.24 48.24 48.24
58.7500 I 48.24 48.24 48.24 48.24 48.24
59.0000 I 48.24 48.29 48.24 48.24 48.24
59.2500 I 48.24 48.23 48.23 48.23 48.23
59.5000 I 48.23 48.23 48.23 48.23 48.23
59.7500 I 48.23 48.23 48.23 48.23 48.23
60.0000 I 48.23 48.23 48.23 48.22 48.22
60.2500 I 48.22 48.22 48.22 48.22 48.22
60.5000 I 48.22 48.22 48.22 48.22 48.22
60.7500 I 48.22 48.22 48.22 48.22 48.22
61.0000 I 48.22 48.21 48.21 48.21 48.21
61.2500 I 48.21 48.21 48.21 48.21 48.21
61.5000 i 48.21. 48.21 48.21 48.21 48.21
61.7500 I 48.21 48.21 48.21 48.21 48.20
62.0000 I 48.20 48.20 48.20 48.20 48.20
62.2500 I 48.20 48.20 48.20 48.20 48.20
62.5000 I 48.20 48.20 48.20 48.20 48.20
62.7500 I 48.20 48.20 48.19 48.19 48.19
63.0000 i 48.19 48.19 48.19 48.19 48.19
63.2500 I 48.19 48.19 98.19 48.19 48.19
63.5000 I 48.19 48.19 48.19 48.19 98.19
63.7500 I 48.19 48.18 48.18 48.18 48.18
64.0000 I 48.18 48.18 48.18 48.18 48.18
64.2500 I 48.18 48.18 48.18 48.18 48.18
64.5000 I 48.18 48.18 48.18 48.18 48.18
64.7500 I 48.17 48.1? 48.17 48.17 48.17
65.0000 I 48.17 48.17 48.17 48.17 48.1'7
65.2500 I 48.17 48.17 48.17 48.17 48.17
65.5000 I 48.17 48.17 48.17 48.16 48.16
S/P1: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpass & Associates
9:10 AM
5/30/2006

Type.... Time-Elev Page 5.07
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs i
---------I- Time on left
---------------- represents
--- time for first value in each row.

65.7500 I
48.16 ---------
48.16 ----------
48.16 ---------------
48.16 ----------
48.16
66.0000 I 48.16 48.16 48.16 48.16 48.16
66.2500 I 48.16 48.16 48.16 48.16 48.16
66.5000 I 48.16 48.15 48.15 48.15 48.15
66.7500 i 48.15 48.15 48.15 48.15 48.15
67.0000 I 48.15 48.15 48.15 48.15 48.15
67.2500 i 48.15 48.15 48.15 48.14 48.14
67.5000 I 48.14 48.14 48.14 48.14 48.14
67.7500 I 48.14 48.14 48.14 48.14 48.14
68.0000 I 48.14 48.14 48.14 48.14 48.14
68.2500 I 46.14 48.13 48.13 48.13 48.13
68.5000 i 48.13 48.13 48.13 48.13 48.13
68.7500 I 48.13 48.13 48.13 98.13 48.13
69.0000 I 48.13 48.13 48.13 48.13 48.12
69.2500 I 48.12 48.12 48.12 48.12 48.12
69.5000 I 48.12. 48.12 48.12 48.12 48.12
69.7500 I 48.12 48.12 48.12 48.12 48.12
70.0000 I 48.12 48.12 48.12 48.11 48.11
70.2500 I 48.11 48.11. 48.11 48.11 48.11
70.5000 I 48.11 48.11 48.11 48.11 48.11
70.7500 I 48.11 48.11 48.11 48.11 48.11
71.0000 I 48.11 48.11 48.10 48.10 48.10
71.2500 I 48.10 48.10 48.10 48.10 48.10
71.5000 I 46.10 48.10 48.10 48.10 48.10
71.7500 I 48.10 48.10 48.10 48.10 48.10
72.0000 I 48.10 48.10 48.09 48.09 48.09
72.2500 I 48.09 48.09 48.09 48.09 48.09
72.5000 I 48.09 48.09 48.09 48.09 48.09
72.7500 I 48.09 48.09 48.09 48.09 48.09
73.0000 I 48.09 48.09 48.08 48.08 48.08
73.2500 I 48.08 48.08 48.08 48.08 48.08
73.5000 I 48.08 48.08 48.08 48.08 48.08
73.7500 I 48.08 48.08 48.08 48.08 48.08
74.0000 I 48.07 48.07 48.07 48.07 48.07
74.2500 I 48.07 48.07 48.07 48.07 48.07
74.5000 I 48.07 48.07 48.07 48.07 48.07
74.7500 I 48.07 48.07 48.07 48.07 48.06
75.0000 I 48.06 48.06 48.06 48.06 48.06
75.2500 I 48.06 48.06 48.06 48.06 48.06
75.5000 I 48.06 48.06 48.06 48.06 48.06
75.7500 I 48.06 48.06 48.05 48.05 48.05
76.0000 I 48.05 48.05 48.05 48.05 48.05
76.2500 I 48.05 48.05 48.05 48.05 48.05
76.5000 I 48.05 48.05 48.05 48.05 48.05
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Time-Elev
Page 5.08
Name.... POND 10 OOT Tag: 1 Event: 1 wr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag
TIME vs. ELEVATION (ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
------- time for first value in each row.

76.7500 I
48.05 -----
48.05 ---------
48.04 ---------------
48.04 ----------
48.Od
77.0000 I 48.04 48.04 48.04 48.04 48.04
77.2500 I 48.04 48,04 48.04 48.04 48.04
77.5000 I 48.04 48.09 48.04 48.04 48.04
77.7500 I 48.04 48.03 48.03 48.03 48.03
78.0000 I 48.03 48.03 48.03 48.03 48.03
78.2500 I 48.03 48.03 48.03 48.03 48.03
78.5000 I 48.03 48.03 48.03 48.03 48.03
78.7500 I 48.03 48.03 48.02 48.02 48.0
79.0000 I 48.02 48.02 48.02 48.02 48.0
79.2500 I 48.02 48.02 48.02 48.02 48.0
79.5000 I 48.02 48.02 48.02 48.02 48.0?.
79.7500 I 48.02 48.02 48.02 48.01 48.0-
80.0000 I 48.01 48.01 48.01 48.01 48.0_
80.2500 I 48.01 48.01 48.01 48.01 48.0_
80.5000 I 48.01 48.01. 48.01 48.01 48.0_
80.7500 I 48.01 48.01 48.01 48.01 48.00
81.0000 I 48.00 48.00 48.00 48.00 48.00
81.2500 I 48.00 48.00 48.00 48.00 48.00
81.5000 I 48.00 48.00 48.00 48.00 48.00
81.7500 I 48.00 48.00 48.00 48.00 48.00
82.0000 i 47.99 47.99 47.99 47.99 47.99
82.2500 I 47.99 47.99 47.99 47.99 47.99
82.5000 I 47.99 47.99 47.99 47.99 47.99
82.7500 I 47.99 47.99 47.99 47.99 47.99
83.0000 I 47,99 47.98 47.98 47.98 47.98
83.2500 I 47.98 47.98 47.98 47.98 47.98
83.5000 I 47.98 47.98 47.98 47.98 47.98
83.7500 I 47.98 47.98 47.98 97.98 47.98
89.0000 I 47.98 47.95 47.97 47.97 47.9
84.2500 I 47.97 47.97 47.97 47.97 47.9
84.5000 I 47.97 47.97 47.97 47.97 47.9
84.7500 I 47.97 47.97 47.97 47.97 47.9
85.0000 I 47.97 47.97 47.97 47.97 47.96
85.2500 I 47.96 47.96 47.96 47.96 47.96
85.5000 I 47.96 47.96 47.96 47.96 47.96
85.7500 I 47.96 47.96 47.96 47.96 47.96
86.0000 I 47.96 47.96 47.96 47.96 47.96
86.2500 I 47.96 47.96 47.95 47.95 47.95
86.5000 I 47.95 47.95 47.95 47.95 47.95
86.7500 I 47.95 47.95 47.95 47.95 47.95
87.0000 I 47.95 47.95 97.95 47.95 47.95
87.2500 I 47.95 47.95 47.95 47.95 47.95
87.5000 I 47.95 47.94 47.94 47.94 47.94
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Time-Elev Page 5.09
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
•

Time I Output Time increment = .0500 hrs
hrs i
---------I- Time on .left
---------------- represents
------ time for first value in each row.

87.7500 I
47.94 ------
47.94 ----------
47.94 ---------------
47.94 ----------
47.94
88.0000 I 47.94 47.99 47.94 47.94 47.94
88.2500 I 47.94 47.99 47.94 47.94 47.94
88.5000 I 47.94 47.94 47.94 47.94 47.94
88.7500 I 47.94 47.93 47.93 47.93 47.93
89.0000 I 47.93 47.93 47.93 47.93 47.93
89.2500 I 47.93 47.93 97.93 47.93 47.93
89.5000 I 47.93 47.93 47.93 47.93 47.93
89.7500 I 47.93 47.93 47.93 47.93 47.93
90.0000 I 47.93 47.92 47.92 47.92 47.92
90.2500 I 47.92 47.92 47.92 47.92 47.92
90.5000 I 47.92 47.92 47.92 47.92 47.92
90.7500 I 47.92 47.92 47.92 47.92 47.92
91.0000 I 47.92 47.92 47.92 47.92 47.92
91.2500 I 47.92 47.92 47.91 47.91 47.91
91.5000 I 47.91 47.91 47.91 47.91 47,91
91.7500 I 47.91 47.91 47.91 47.91 47.91
92.0000 I 47.91 47.91 47.91 47.91 47.91
92.2500 I 47.91 47.91 47.91 97.91 47.91
92.5000 I 47.91 47.91 47.91 47.91 47.91
92.7500 I 47.90 47.90 97.90 47.90 47.90
93.0000 I 47.90 47.90 97.90 47.90 47.90
93.2500 I 47.90 47.90 47.90 47.90 47.90
93.5000 i 47.90 47.90 47.90 47.90 47.90
93.7500 ( 47.90 47.90 47.90 47.90 97.90
94.0000 I 47.90 47.90 47.90 47.90 47.90
94.2500 I 47.89 47.89 47.89 47.89 47.89
99.5000 I 47.89 47.89 47.89 47.89 47.89
94.7500 I 47.89 47.89 47.89 47.89 47.89
95.0000 I 47.89 47.89 47.89 47.89 47.89
95.2500 I 47.89 47.89 47.89 47.89 47.89
95.5000 I 47.89 47.89 97.89 47.89 47.89
95.7500 I 47.89 47.89 47.89 47.88 47.88
96.0000 I 47.88 97.88 47.88 47.88 47.88
96.2500 I 47.88 47.88 47.88 47.88 47.8$
96.5000 I 47.88 47.88 47.88 47.88 97.86
96.7500 I 47.88 47.88 47.88 47.88 47.88
97.0000 I 47.88 47.88 47.88 47.88 47.88
97.2500 I 47.88 47.88 47.88 47.88 47.88
97.5000 I 47.88 47.88 47.88 47.88 47.88
97.7500 I 47.87 47.87 47.87 47.87 47.87
98.0000 I 47.87 47.87 97.87 47.87 47.87
98.2500 I 47.87 47.87 47.87 47.87 47.87
98.5000 I 47.87 47.87 47.87 47.87 47.87
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Time-Elev Page 5..0
Name.... POND 10 OUT Tag: 1 Event: 1 ~+r
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. ELEVATION (ft)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
--------------- represents
--~- time for first value in each row.

98.7500 I
47.87 --------
47.87 ----------
47.87 ---------------
47.87 ------
47. -----
8''
99.0000 I 47.87 47.87 47.87 47.87 47. 8''
99.2500 I 47.87 47.87 47.87 47.87 47. 8A
99.5000 I 47.87 47.87 47.87 47.87 47. 8
99.7500 ~ 47.87 47.87 47.86 47.86 47. 8n
100.0000 ~ 47.86

•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

•
Type.... Time vs. Volume Page 6.01
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-749\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
^_IME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
----------------- represents
-~------ time for first value in each row.

.0000 I
.000 ----
.003 --------------
.016 ----------
.049 ----------
.109
.2500 I .202 .330 .490 .673 .869
.5000 I 1.072 1.275 1.471 1.649 1.809
.7500 I 1.946 2.058 2.148 2.218 2.271
1.0000 I 2.310 2.336 2.351 2.356 2.354
1.2500 I 2.344 2.328 2.306 2.281 2.251
1.5000 I 2.218 2.183 2.145 2.105 2.064
1.7500 I 2.021 1.978 1.933 1.888 1.843
2.0000 I 1.798 1.752 1.707 1.661 1.616
2.2500 I 1.571 1.527 1.483 1.440 1.397
2.5000 I 1.355 1.313 1.273 1.232 1.193
2.7500 I 1.155 1.117 1.080 1.045 1.010
3.0000 I .977 .944 .913 .882 ,853
3.2500 I .825 .797 .771 .746 .723
3.5000 i .702 .683 .665 .649 .634
3.7500 I .620 .607 .595 .584 .574
4.0000 I .564 .555 .546 .538 .531
4.2500 i .524 .518 .512 .506 .501
4.5000 I .496 .491. .486 .482 .478
4.7500 I .474 .471 .467 .464 .461
5.0000 I .458 .456 .453 .451 .449
5.2500 I .446 .444 .442 .440 .438
5.5000 I .436 .434 .433 .431 .429
5.7500 I .428 .426 .425 .423 .422
6.0000 I .421 .419 .418 .417 .416
6.2500 I .415 .414 .413 .412 .411
6.5000 I .410 .409 .408 .407 .406
6.7500 I .405 .405 .404 .403 .402
7.0000 I .402 .401. .400 .400 .399
7,2500 I .399 .398 .398 .397 .397
7.5000 I .396 .396 .395 .395 .394
7.7500 I .394 .394 .393 .393 .392
8.0000 I .392 .392 .391 .391 .391
8.2500 I .391 .390 .390 .390 .389
8.5000 I .389 .389 .388 .388 .388
8.7500 I .387 .387 .387 .387 .386
9.0000 I .386 .386 .385 .385 .385
9.2500 I .384 .384 .384 ,384 .383
9.5000 I .383 .383 .382 .382 .382
9.7500 I .381 .381. .381 .380 .380
10.0000 I .380 .380 .379 .379 .379
10.2500 I .378 .378 .378 .377 .377
10.5000 I .377 .377 .376 .376 .376
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Time vs. Volume Page 6.02
Name.... POND 10 OTJT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)

•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
----- time for first value in each row.

10.7500 I
.375 -----
.375 ---------------
.375 ----------
.375 ----------
.374
11.0000 I .374 .374 .373 .373 .373
11.2500 I .372 .372 .372 .372 .371
11.5000 ( .37]. .371 .370 .370 .370
11.7500 I .370 .369 .369 .369 .368
12.0000 I .368 .368 .367 .367 .367
12.2500 I .367 .366 .366 .366 .365
12.5000 I .365 .365 .365 .364 .364
12.7500 I .364 .363 .363 .363 .363
13.0000 I .362 .362 .362 .361 .361
13.2500 I .361 .361 .360 .360 .360
13.5000 I .359 .359 .359 .359 .358
13.7500 I .358 .358 .357 .357 .35']
14.0000 I .357 .356 .356 .356 .355
14.2500 I .355 .355 .355 .354 .354
14.5000 I .354 .353 .353 .353 .353
14.7500 I .352 .352 .352 .352 .351
15.0000 I .357. .351 .350 .350 .350
15.2500 I .350 .349 .349 .349 .348
15.5000 I .348 .348 .348 .347 .347
15.7500 I .347 .347 .346 .346 .346
16.0000 I .345 .345 .345 .345 .344
16.2500 I .344 .349 .344 .343 .343
16.5000 I .343 .392 .342 .342 .342
16.7500 I .341 .341 .341 .341 .340
17.0000 I .340 .340 .339 .339 .339
17.2500 I .339 .338 .338 .338 .338
17.5000 I .337 .337 .337 .336 .336
17.7500 I .336 .335 .335 .335 .335
18.0000 I .334 .334 .334 .333 .333
18.2500 I .333 .333 .332 .332 .332
18.5000 I .331 .331 .331 .331 .330
18.7500 I .330 .330 .329 .329 .329
19.0000 I .329 .328 .328 .328 .327
19.2500 I .327 .327 .327 .326 .326
19.5000 I .326 .325 .325 .325 .325
19.7500 I .324 .324 .324 .323 .323
20.0000 I .323 .323 .322 .322 .322
20.2500 I .321 .321 .321 .321 .320
20.5000 I .320 .320 .320 .319 .319
20.7500 I .319 .318 .318 .318 .318
21.0000 I .317 .317 .317 .316 .316
21.2500 I .316 .316 .315 .315 .315
21.5000 I .315 .314 .314 .314 .313
S/N: EFYXYWGYYNF3
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

•
Type.... Time vs. Volume Page 6,03
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
^_IME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
----------------- represents
------
- time for first value in each row.

21.7500 I
.313 -
---
.313 ---------------
.313 ----------
.312 ----------
.312
22.0000 I .312 .311 .311 .311 .311
22.2500 i .310 .310 .310 .310 .309
22.5000 I .309 .309 .308 .308 .308
22.7500 I .308 ,307 .307 .307 .307
23.0000 I .306 .306 .306 .306 .305
23.2500 I .305 .305 .304 .304 .304
23.5000 I .304 .303 .303 .303 .303
23.7500 I .302 .302 .302 .302 .301
24.0000 I .301 .301 .300 .300 .300
24.2500 I .300 .299 .299 .299 .299
24.5000 I .298 .298 .298 .298 .297
24.7500 I .297 .297 .296 .296 .296
25.0000 I .296 .295 .295 .295 .295
25.2500 I .294 .294 .294 .294 .293
25.5000 I .293 .293 .293 .292 .242
25.7500 I .292 .292 .291 .291 .291
26.0000 I .290 .290 .290 .290 .289
26.2500 I .289 .289 .289 .288 .288
26.5000 I .288 .287 .287 .287 .287
26.7500 I .286 .2_86 .286 .285 .285
27.0000 I .285 .285 .284 .284 .284
27.2500 I .283 .283 .283 .283 .282
27.5000 I .282 .282 .282 .281 .281
27.7500 I .281 .280 .280 .280 .280
28.0000 I .279 .279 .279 .279 .278
28.2500 I .278 .278 .277 .277 .277
28.5000 I .277 .276 .276 .276 .276
28.7500 I .275 .275 .275 .275 .274
29.0000 I .274 .274 .273 .273 .273
29.2500 I .273 .272 .272 .272 .272
29.5000 I .271 .271 .271 .271 .270
29.7500 I .270 .270 .269 .269 .269
30.0000 I .269 .268 .268 .268 .268
30.2500 I .267 .267 .267 .267 .266
30.5000 I .266 .266 .266 .265 .265
30.7500 I .265 .265 .264 .264 .264
31.0000 I .263 .263 .263 .263 .262
31.2500 I .262 .262 .262 .261 .261
31.5000 I .261 .261 .260 .260 .260
31.7500 I .260 .259 .259 .259 .259
32.0000 I .258 .258 .258 .258 .257
32.2500 I .257 .257 .257 .256 .256
32.5000 I .256 .256 .255 .255 .255
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/200e

Type.... Time vs. Volume Page 6.09
Name.... POND 10 OL1T Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
^IME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I
----
-- Time on left represents time for first value in each row.
-
--I-
32.7500 I -----------------
.255 -------------
.254 -------------
.254 ----------
.259 ----------
.254
33.0000 I .253 .253 .253 .253 .252
33.2500 I .252 .252 .252 .251 .251
33.5000 I .251 .251 .250 .250 .250
33.7500 I .250 .249 .249 .249 .249
34.0000 I .248 .248 .248 .248 .247
34.2500 I .247 .247 .247 .246 .246
34.5000 I .246 .246 .245 .245 .245
34.7500 I .245 .244 .249 .244 .243
35.0000 I .243 .243 .243 .242 .242
35.2500 I .242 .242 .241 .241 .241
35.5000 I .241 .240 .240 .240 .240
35.7500 i .239 .239 .239 .239 .238
36.0000 I .238 .238 .238 .237 .237
36.2500 I .237 .236 .236 .236 .236
36.5000 I .235 .235 .235 .235 .234
36.7500 ( .234 .234 .239 .233 .233
37.0000 I .233 .233 .232 .232 .232
37.2500 I .232 .231 .231 .231 .231
37.5000 I .230 .230 .230 .230 .229
37.7500 I .229 .229 .229 .228 .228
38.0000 i .228 .226 .227 .227 .227
38.2500 I .227 .226 .226 .226 .226
38.5000 I .226 .225 .225 .225 .225
38.7500 I .224 .224 .224 .224 .223
39.0000 I .223 .223 .223 .222 .222
39.2500 I .222 .222 .221 .221 .221
39.5000 I .221 .220 .220 .220 .220
39.7500 I .220 .219 .219 .219 .219
40.0000 I .218 .218 .218 .218 .217
40.2500 I .217 .217 .217 .216 .216
40.5000 I .216 .216 .216 .215 .215
40.7500 I .215 .215 .214 .214 .219
41.0000 I .21.4 .213 .213 .213 .213
41.2500 I .213 .212 .212 .212 .212
41.5000 I .211 .211 .211 .211 .210
41.7500 I .210 .210 .210 .210 .209
42.0000 i .209 .209 .209 .208 .208
42.2500 I .208 .208 .208 .207 .207
42.5000 I .207 .207 .206 .206 .206
92.7500 I .206 .205 .205 .205 .205
43.0000 I .204 .204 .204 .204 .203
43.2500 i .203 .203 .203 .202 .202
43.5000 I .202 .202 .201 .201 .201
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associai:es
5/30/2006

Type.... Time vs. Volume Page 6.05
Name.... POND 10 O[JT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPsck\?700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
'DIME vs. VOLUME (ac-ft)
•

Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on le°t
---------------- represents
--- time for first value in each rou.

43.7500 I

.201 -------

.200 ---------------

.200 -----
-----
.200
----------
.200
44.0000 i .200 ..199 .199 .199 .199
44.2500 I .198 .198 .198 .198 .19''
44.5000 I .197 .197 .197 .196 .196
44.7500 I .196 .196 .196 .195 .195
45.0000 I .195 .195 .194 .194 .19d
45.2500 I .194 .193 .193 .193 .193
45.5000 I .193 .192 .192 ,192 .19~
45.7500 I .191 .191 .191 .191 .190
46.0000 I .190 .190 .190 .190 .189
46.2500 I .189 .189 .189 .188 .188
46.5000 I .188 .188 .188 .187 .18~
46.7500 I .187 .187 .186 .186 .186
47.0000 I .186 .186 .185 .185 .185
47.2500 I .185 .184 .184 .184 .18d
47.5000 I .184 .183 .183 .183 .183
47.7500 I .182 .182 .182 .182 .18~
48.0000 I .181 .181 .181 .181 .18.
48.2500 I .180 .180 .180 .180 .179
48.5000 I .179 .179 .179 .179 .178
48.7500 I .178 .178 .178 .178 .17''
49.0000 I .177 .177 .177 .176 .176
49.2500 I .176 .176 .176 .175 .175
49.5000 I .175 .175 .175 .174 .174
49.7500 I .174 .174 .174 .173 .173
50.0000 I .173 .173 .172 .172 .17~
50.2500 I .172 .172 .171 .171 .17.
50.5000 I .171 .171 .170 .170 .170
50.7500 I .170 .169 .169 .169 .169
51.0000 I .168 .'168 .168 .168 .168
51.2500 I .167 .167 .167 .167 .16ii
51.5000 I .166 .166 .166 .166 .165
51.7500 I .165 .:165 .165 .164 .164
52.0000 I .164 .164 .164 .163 .163
52.2500 I .163 .163 .163 .162 .16~
52.5000 I .162 .162 .161 .161 .16.
52.7500 I .161 .161 .160 .160 .160
53.0000 I .160 .159 .159 .159 .159
53.2500 I .159 .158 .158 .158 .158
53.5000 I .158 .157 .157 .157 .15`"
53.7500 I .157 .156 .156 .156 .154
54.0000 I .155 .155 .155 .155 .155
54.2500 I .154 .154 .154 .154 .154
54.5000 I .153 .153 .153 .153 .153
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Mal.pass & Associates
5/30/2006

Type.... Time vs. Volume Page 6.06
Name.... POND 10 O[JT Tag: 1 Event: 1 yr.
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
^_IME vs. VOLUME (ac-ft)
•
•
Time I output Time increment = .0500 hrs
hrs I
------- Time on left
--
--
- represents time for first value in each row.
--I-
54.7500 I ----
-
------
.152 ------------
.152 -------------
.152 ----------
.152 ----------
.152
55.0000 I .151 .151 .151 .151 .150
55.2500 I .150 .150 .150 .150 .149
55.5000 I .149 .149 .149 .149 .148
55.7500 I .148 .148 .148 .148 .147
56.0000 I .147 .147 .147 .147 .146
56.2500 I .146 .146 .146 .146 .145
56.5000 I .145 .145 .145 .145 .144
56.7500 I .144 .144 .144 .144 .143
57.0000 I .143 .143 .143 .143 .142
57.2500 i .142 .142 .142 .142 .142
57.5000 I .141 .141 .141 .141 .141
57.7500 I .140 .140 .140 .140 .140
58.0000 I .139 .139 .139 .139 .139
58.2500 i .138 .138 .138 .138 .137
58.5000 I .137 .137 .137 .137 .136
58.7500 I .136 .136 .136 .136 .135
59.0000 I .135 .135 .135 .135 .134
59.2500 I .134 .134 .134 .134 .133
59.5000 i .133 .133 .133 .132 .132
59.7500 I .132 .132 .132 .131 .131
60.0000 I .131 .131 .131 .130 .130
60.2500 I .130 .130 .130 .129 .129
60.5000 I .129 .129 .129 .128 .128
60.7500 I .128 .128 .128 .127 .127
61.0000 I .127 .127 ,127 ,127 .126
61.2500 I .126 .126 .126 .126 .125
61.5000 I .125 .125 .125 .125 .124
61.7500 I .124 .124 .124 .124 .123
62.0000 I .123 .123 .123 .123 .122
62.2500 I .122 .122 .122 .122 .122
62.5000 I .121 .121 .121 .121 .121
62.7500 I .120 .120 .120 .120 .120
63.0000 I .119 .119 .119 .119 .119
63.2500 I .119 .118 .118 .118 .118
63.5000 I .118 .117 .117 .117 .117
63.7500 I .117 .117 .116 .116 .116
64.0000 I .116 .116 .115 .115 .115
64.2500 I .115 .115 .115 .114 .114
64.5000 I .114 ,114 .114 .114 .113
64.7500 I .113 .113 .113 .113 .112
65.0000 I .112 .112 .112 .112 .112
65.2500 I .111 .111 .111 .111 .111
65.5000 I .111 .110 .110 .110 .110
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Time vs. Volume Page 6.07
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•
•
Time I Output Time increment = .0500 hrs
hrs I Tune on left represents time for first value in each row.
65.7500 I .110 .109 .109 .109 .109
66.0000 i .109 .108 .108 .108 .108
66.2500 I .108 .108 .107 .107 .107
66.5000 I .107 .107 .106 .106 .106
66.7500 I .lOFi .106 .106 .105 .105
67.0000 I .105 .105 .105 .104 .104
67.2500 I .104 .104 .104 .104 .103
67.5000 ~ .103 .103 .103 .103 .102
67.7500 I .102 .102 .102 .102 .102
68.0000 I .101 .101. .101 .101 .101
68.2500 I .101 .100 .100 .100 .100
68.5000 I .100 .099 .099 .099 .099
68.7500 I .099 .099 .098 .098 .098
69.0000 I .098 .098 .098 .097 .097
69.2500 I .097 .097 .097 .097 .096
69.5000 I .096 .096 .096 .096 .096
69.7500 I .095 .095 .095 .095 .095
70.0000 I .095 .094 .094 .094 .094
70.2500 I .094 .094 .094 .093 .093
70.5000 ~ .093 .093 .093 .093 .092
70.7500 I .09l .092 .092 .092 .092
71.0000 I .091 .091 .091 .091 .091
71.2500 ~ .091 .091 .090 .090 .090
71.5000 I .090 .090 .090 .089 .089
71.7500 I .089 .089 .089 .089 .089
72.0000 I .088 .088 .088 .088 .088
72.2500 ~ .088 .088 .087 .087 .087
72.5000 I .087 .087 .087 .086 .086
72.7500 ~ .086 .086 .086 .086 .086
73.0000 I .085 .085 .085 .085 .085
73.2500 I .085 .085 .084 .084 .084
73.5000 I .084 .084 .084 .083 .083
73.7500 I .083 .083 .083 .083 .082
74.0000 I .082 .082 .082 .082 .082
74.2500 I .082 .081 .081 .081 .081
74.5000 I .081 .081 .080 .080 .080
74.7500 ~ .080 .080 .080 .080 .079
75.0000 I .079 .079 .079 .079 .079
75.2500 I .078 .078 .078 .078 .078
75.5000 I .078 .078 .077 .077 .077
75.7500 I .077 .077 .077 .077 .076
76.0000 I .076 .076 .076 .076 .076
76.2500 I .076 .075 .075 .075 .075
76.5000 I .075 .075 .075 .074 .074
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Mal.pass & Associates
5/30/2006

Type.... Time vs. Volume Page 6:Ofl
Name.... POND 10 OL1T Tag: 1 Event: 1 yr.
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•

Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents time for first value in each row.

76.7500 I
.074 ------------
.074 --------------
.074 ----------
.074 -----------
.074
77.0000 I .073 .073 .073 .073 .073
77.2500 I .073 .073 .072 .072 .072
77.5000 I .072 .072 .072 .072 .071
77.7500 I .071. .071 .071 .071 .071
78.0000 I .071 .071 .070 .070 .070
78.2500 I .070 .U70 .070 .070 .069
78.5000 I .069 .069 .069 .069 .069
78.7500 I .069 .069 ,068 .068 .068
79.0000 I .068 .068 .068 .068 .068
79.2500 I .067 .067 .067 .067 .067
79.5000 I .067 .067 .067 .066 .066
79.7500 I .066 .066 .066 .066 .066
80.0000 I .066 .065 .065 .065 .065
80.2500 i .065 .065 .065 .065 .064
80.5000 i .064 .064 .064 .064 .064
80.7500 I .064 .064 .063 .063 .063
81..0000 I .063 .063 .063 .063 .063
81.2500 I .062 .062 .062 .062 .062
81.5000 I .062 .062 .062 .062 .061
81.7500 I .061. .061 .061 .061 .061
82.0000 I .061. .061 .060 .060 .060
82.2500 I .060 .060 .060 .060 .060
82.5000 I .059 .059 .059 .059 .059
82.7500 I .059 .059 .059 .058 .058
83.0000 I .058 .058 .058 .058 .058
83.2500 I .058 .057 .057 .057 .057
83.5000 I .057 .057 .057 .057 .057
83.7500 I .056 .056 .056 .056 .056
84.0000 I .056 .056 .056 .055 .055
84.2500 I .055 .055 .055 .055 .055
84.5000 I .055 .055 .054 .054 .054
84.7500 I .054 .054 .059 .054 .054
85.0000 I .054 .053 .053 .053 .053
85.2500 I .053 .053 .053 .053 .053
85.5000 I .052 .052 .052 .052 .052
85.7500 I .052 .052 .052 .052 .051
86.0000 i .05]. .051. .051 .051 .051
86.2500 i .051 .051 .051 .050 .050
86.5000 I .050 .050 .050 .050 .050
86.7500 I .050 .050 .049 .049 .049
87.0000 I .049 .049 .049 .049 .049
87.2500 I .049 .048 .048 ,048 .048
87.5000 I .048 .048 .048 .048 .048
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malp3ss & Associates
5/30/2006

Type.... Time vs. Volume Page 6.09
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
•

Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left
---------------- represents
- time for first value in each row.

87.7500 I
.048 ---------
.047 ---------------
.097 ----------
.047 --------~--
.047
88.0000 I .047 .047 .047 .047 .047
88.2500 I .047 .046 .046 .046 .046
88.5000 I .046 .046 .046 .046 .046
88.7500 I .045 .045 .045 .045 .045
89.0000 I .045 .045 .045 .045 .045
89.2500 I .044 .044 .044 .044 .044
89.5000 I .044 .044 .044 .044 .044
89.7500 I .043 .043 .043 .043 .043
90.0000 I .043 .043 .043 .043 .043
90.2500 I .043 .042 .042 .042 .042
90.5000 I .042 .042 .042 .042 .042
90.7500 I .042 .041 .041 .041 .041
91.0000 I .091 .041 .041 .041 .041
91.2500 I .041 .041 .040 .040 .040
91.5000 I .040 .040 .040 .040 .040
91.7500 I .040 .040 .039 .039 .039
92.0000 I .039 .039 .039 .039 .039
92.2500 I .039 .039 .039 .039 .038
92.5000 I .038 .038 .038 .038 .03$
92.7500 I .038 .038 .038 .038 .038
93.0000 I .037 .037 .037 .037 .037
93.2500 I .037 .037 .037 .037 .037
93.5000 I .037 ,037 .036 .036 .036
93.7500 I .036 .036 ,036 .036 .036
94.0000 I .036 .036 .036 .036 .035
94.2500 I .035 .035 .035 .035 .035
94.5000 I .035 .035 .035 .035 .035
94.7500 I .035 .035 .034 .034 .034
95.0000 I .034 .039 .034 .034 .034
95.2500 I .039 .034 .034 .034 .034
95.5000 I .034 .033 .033 .033 .033
95.7500 I .033 .033 .033 .033 .033
96.0000 I .0.33 .033 .033 .033 .033
96.2500 I .032 .032 .032 .032 .032
96.5000 I .032 .032 .032 .032 .032
96.7500 I .032 .032 .032 .032 .032
97.0000 I .031 .031 .031 .031 .031
97.2500 I .031 .031 .031 .031 .031
97.5000 ( .0.31 .031 .031 .031 .031
97.7500 I .030 .030 .030 .030 .030
98.0000 I .030 .030 .030 .030 .030
98.2500 I .030 .030 .030 .030 .030
98.5000 I .0.30 .029 .029 .029 .029
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Time vs. Volume Page 6.10
Name.... POND 10 OUT Tag: 1 Event: 1 yr_
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
TIME vs. VOLUME (ac-ft)
Time I Output Time increment = .0500 hrs
hrs ~ Time on left represents time for first value in each row.
98.7500 ~ .029 .029 .029 .029 ,029
99.0000 I .029 .029 .029 .029 .029
99.2500 I .029 .029 .029 .028 .028
99.5000 I .028 .028 .028 .028 .028
99.7500 ~ .028 .028 .028 .028 .028
100.0000 I .028
•
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type. .. Vol: Elev-Area
Name.... POND 10
Page 7.01
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Suitt
(rt) (sq.in) (sq.ft) (sq.ft) (ac-ft) (ac-ft)
4.75 ----- 10442 0 .003 .000
48.00 ----- 11168 32409 .062 .062
44.00 ----- 35727 66870 .512 .574
5U.00 ----- 39795 113228 .866 1.440
5..00 ----- 43914 125513 .96~ 2.401
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Areal + sq.rt.(Areal*Area2))
where: ELl, EL2 = Lower and upper elevations of the increment
Areal,Area2 =Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2

•
S/N: EFYXYWGYYNFB Halpass & Associates
PondP~ck (10.00.016.00) 9:10 AM 5/30/2006

Type.... Outlet Input Data
Name.... POND 2 OUTLET
Page 8.~1
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 47.75 ft
Increment = .OB ft
Max. Elev.= 51.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to Upstream)
<---> Forward and Reverse Both Allowed
Structure No. Outfall E1, ft E2, ft
Stand Pipe RO ---> CO 48.750 51.000
Orifice-Circular 00 ---> CO 47.750 51.000
Culvert-Circular CO ---> TW 47.750 51.000
TW SETUP, DS Channel
•
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Outlet Input Data
Name.... POND 2 OUTLE'P
Page 8.02
• File.... M:\Haestad\PondPack\I?700-799\p776-Brookstone\p776-pond2.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = RO
Structure Type = Stand Pipe
# of Openings 1
Invert Elev. = 48.75 ft
Diameter = 24.00 in
Orifice Area - 3.1416 sq.ft
Orifice Coeff. _ .580
Weir Length = 6.28 ft
Weir Coeff. = 3.000
K, Reverse = 1.000
Mannings n - .0000
Kev,Charged Riser = .000
Weir Submergence = No
Structure ID = 00
Structure Type = Orifice-Ci rcular
# of Openings
Invert Elev. = 1
47.75
ft
Diameter 1.75 in
Orifice Coeff. _ .580
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Outlet Input. Data
Name.... POND 2 OUTLET
Page 8.03
. File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = CO
Structure Type
----~Q___°__- = Culvert-Circular
__:~__
No. Barrels ~°__°___-_°-
= 1 ____--
Barrel Diameter = 18.00 in
Upstream Invert = 47.75 ft
Dnstream Invert = 47.50 ft
Horiz. Length = 36.00 ft
Barrel Length = 36.00 ft
Barrel Slope = .00694 ft/ft
OUTLET CONTROL DATA...
Mannings n = .0130
Ke = .2000
Kb = .018213
Kr = .5000
HW Convergence = .001
(forward entrance loss)
(per ft of full flow)
(reverse entrance loss)
+/- ft
INLET CONTROL DATA...
Equation form = 1
Inlet Control K = .0045
• Inlet Control M _
Inlet Control c 2.0000
.03170
Inlet Control Y .6900
T1 ratio (HW/D) = 1.092
T2 ratio (HW/D) = 1.194
Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at Tl & T2...
At T1 Elev = 49.39 ft ----> Flow = 7.58 cfs
At T2 Elev = 49.54 ft ----> Flow = 8.66 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OU'PFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 40
Min. TW tolerance = .O1 ft
Max. TW tolerance = .O1 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .O1 ft
Min. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
C~
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpas~ & Associates
9:10 AM
5/30/2006

Type.... Individual Out-et Curves
Name.... POND 2 OUTLET
Page 6.04
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING T~iBLE FOR ONE OUTLET TYPE
StructurF ID = RO (Stand Pipe)
Upstream ID = (Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
47.75 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
47.83 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
47'92 .00 ••• ••• ••• .-. ... Free Outfall
WS below an invert; no flow.
48.00 .00 ... ... ... ... ... Free Outfall
WS beloH an invert; no flow.
48.08 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.17 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.25 .00 ... ... ... ... ... Free Outfall
•
48.33
.00 WS beloH an invert; no flow.
Free
Outfall
WS below an invert; no flow.
48.42 .00 ... .,.. ... ... ... Free Outfal].
WS below an invert; no flow.
48.50 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.58 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.67 .00 ... ... ... ... ... Free Outfall.
WS below an invert; no flow.
48.75 .00 ... ... ... ... ... Free Outfall
WS below an invert; no flow.
48.83 .45 48.83 Free 48.13 .000 .000 Free Outfall.
Weir: H = .08ft:
48.92 1.28 48.9 Free 48.37 .000 .000 Free Outfal].
Weir: H = .17ft
49.00 2.36 49.00 Free 48.60 .000 .000 Free Outfall
Weir: H = .25ft
49.08 3.63 49.00 48.82 48.82 .000 .000 Free Outfall
FULLY CF~RGED RISER: ADJUSTED TO WEI R: H =. 33ft
49.17 5.07 49.17 4.9.05 49.05 .000 .000 Free Outfall
FULLY CI-LLARGED RISER: ADJUSTED TO WEI R: H =.42ft
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.05
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Stand Pipe)
Upstream ID = (Pond Water Surface)
DNstream ID = CO ( Culvert-Circular)
Pond WS. Device (into) Con verge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
49.25 6.66 49.25 49.25 4925 lQZ000 s 000 Free Outfal.l _e
FULLY CHARGED RISER: ADJUSTED TO WEIR: H =.50ft
49.33 8.40 49.33 49.33 49.33 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H =.58ft
49.42 * 49.42 49.42 49.42 .000 .000 Free Outfal.l
FULLY CHARGED RISER: ADJUSTED TO WEIR: H =.67ft
49.50 12.24 49.50 49.50 49.50 .000 .000 Free Outfall
FULLY CHARGED RISER: ADJUSTED TO WEIR: H =.75ft
49.58 13.34 49.58 49.58 49.58 .000 .000 Free Outfail
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=.83
49.67 13.99 49.67 49.67 49.67 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=.92
49.75 14.62 49.75 49.75 49.75 .000 .000 Free Outfall

49.83
* FULLY CHARGED
49.83 RISER:
49.83 Orifice
49.83 Equation
.000 Control to
.000 Free Crest; H=1.00
Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev-0.000
49.92 15.79 49.92 49.92 49.92 .000 .000 Free Outfal.l
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.17
50.00 16.34 50.00 50.00 50.00 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.25
50.08 16.88 50.08 50.08 50.08 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.33
50.17 17.40 50.17 50.17 50.17 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.42
50.25 17.90 50.25 50.25 50.25 .000 .000 Free Outfall
FULLY CHARGED RZSER: Orifice Equation Control to Crest; H=1.50
50.33 18.39 50.33 50.33 50.33 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.58
50.42 18.87 50.42 50.42 50.42 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.67
50.50 19.34 50.50 50.50 50.50 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.75
50.58 19.79 50.58 50.58 50.58 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.83
50.67 20.24 50.67 50.67 50.67 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.92
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5J30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.06
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = RO (Stand Pipe)
Upstream ID = (Pond Water Surface)
DNstream ID = CO ( Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
50.75 20.67 50.75 50.75 50.75 .000 .000 Free Outfall
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=2.00
50.83 21.10 50.83 50.83 50.83 .000 .000 Free Outfal:l
FULLY CHARGED RISER: Orifice Equation Control to Crest; H=2.08
50.92 * 50.92 50.92 50.92 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev=0.000
51.00 * 51.00 51.00 51.00 .000 .000 Free Outfall
FULLY CHARGED RISER, DOWNSTREAM CONTROL: Kev=O. Hev=0.000
•
r~
S/N: EFYXYWGYYNFB MalFass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.07
. File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure TD = 00 (Orifice-Circular)
---------------------------------------
Upstream ID - (Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft

47.75
.00
...
... __a~
... _~____
... __,__
...s ____
Free _-- __.~~___
Outfall
WS below a n invert; no flow.
47.83 .O1 47.83 47.79 47.79 .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .020ft Dcr= .064ft CRIT.DEPTH Hev= .OOft
47.92 .02 47.92 47.83 47.83 .000 .000 Free Outfall
H =.09
48.00 .03 48.00 47.84 47.84 .000 .000 Free Outfal:l
H =.16
48.08 ,04 48.08 47.85 47.85 .004 .000 Free Outfall
H =.23
48.17 .04 48.17 47.86 47.86 .000 .000 Free Outfall
H =.31
48.25 .05 98.25 47.86 47.86 .000 .000 Free Outfa~l
H =.39
48.33 .05 48.33 47.87 47.87 .005 .000 Free Outfall
H =.47
48.42 .06 46.42 47.87 47.87 .000 .000 Free Outfall
H =.54
48.50 .06 48.50 47.88 47.88 .000 .000 Free Outfall
H =. 62
48.58 .07 48.58 47.88 47.88 .000 .000 Free Outfal:L
H =.70
48.67 .07 98.67 47.88 47.88 .000 .000 Free Outfall
H =.78
48.75 .07 48.'15 47.89 47.89 .000 .000 Free Outfall
H =.86
48.83 .07 48.83 48.13 48.13 .000 .000 Free Outfal:l
H =.71
48.92 .06 48.92 48.37 98.37 .000 .000 Free Outfa.il
H =.55
49.00 .05 49.00 48.60 48.60 .000 .000 Free Outfall
H =.40
49.08 .04 49.08 48.82 48.82 .000 ,000 Free Outfall
H =.26
49.17 .03 99.17 49.05 49.05 .000 .000 Free Outfall
H =.12
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.08
• File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE FOR ONE OUTLET TYPE

•
Structure ID = 00 (Orifice-Circular)
Upstream ID = ( Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft ~/-ft

49.25
*
49.25 49.25 ~_m___e ______ ______ _______ __r:____
49.25 .000 .000 Free Outfall
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
49.33 * 49.33 49.33 49.33 .000 .000 Free Outfall
FLOW PRECEDENCE 5ET TO DOWNSTREAM CONTROLLING STRUCTUFE
49.42 * 49.42 49.42 49.42 .000 .000 Free Outf~1:1
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
49.50 * 49.50 49.50 99.50 .000 .000 Free Outf~11
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
49.58 .00 49.58 49.58 49.58 .000 .000 Free Outfall
H =.00
49.67 .00 49.67 49.67 49.67 .000 .000 Free Outf~ll
H =.00
49.75 * 49.'75 49.75 99.75 .000 .000 Free Outf~l.l
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
49.83 * 49.83 49.83 49.63 .000 .000 Free Outfel.l
FLOW PRECEDENCE SE7.' TO DOWNSTREAM CONTROLLING STRUCTUFE
49.92 .00 49.92 49.92 49.92 .000 .000 Free Outfel.l
H =.00
50.00 * 50.00 50.00 50.00 .000 .000 Free Outfell
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
50.08 .00 50.08 .50.08 50.08 .000 .000 Free Outf~11
H =.00
50.17 * 50.17 50.17 50.17 .000 .000 Free Outf~11
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
50.25 .00 50.25 50.25 50.25 .000 .000 Free Outf~l.l
H =.00
50.33 .00 50.33 50.33 50.33 .000 .000 Free Outf~ll
H =.00
50.42 * 50.42 50.42 50.42 .000 .000 Free Outfal.l
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
50.50 .00 50.50 50.50 50.50 .000 .000 Free Outf~ll
H =.00
50.58 * 50.58 .50.58 50.58 .000 .000 Free Outf~l.l
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
50.67 * 50.67 50.67 50.67 .000 .000 Free Outf~ll
FLOW PRECEDENCE SET TO DOWNSTREAM CONTROLLING STRUCTUFE
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpa~s & Associates
5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.09
• File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = 00 (Orifice-Circular)
Upstream ID = (Pond Water Surface)
DNstream ID = CO (Culvert-Circular)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft +/-cfs ft +/-ft
50.75 .00 50.75 50.75 50 75 af000 6000 FreegOutfall!!
H =.00
50.83 * 50.83 50.83 50.83 .000 .000 Free Outfall
FLOW PRECEDENCE SET TO DOWNS TREAM CONTROLLING STRUCTURE
50.92 * 50.92 50.92 50.92 .000 .000 Free Outfall
FLOW PRECEDENCE SET TO DOWNS TREAM CONTROLLING STRUCTURE
51.00 * 51.00 51.00 51.00 .000 .000 Free Outfall
FLOW PRECEDENCE SET TO DOWNS TREAM CONTROLLING STRUCTURE
•

S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.10
• File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pon32.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
--------------------------------------
Mannings open channel maximum capacity: 9.42 cfs
UPstream ID's= R0, 00
DNstream ID = TW (Pond Outfall)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW
Elev. Q HW HGL DS HGL DS HGL Error Error TW Error
ft cfs ft ft ft +/-ft + /-cfs ft +/-ft
47.75 .00 ... ... ... ... ... Free Outfall
WS below a n invert; no flow.
47.83 .O1 97.79 Free Free .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .008ft hwDi= .035ft Lbw= 36.Oft Hev= .OOft
47.92 .02 47.83 Free Free .000 .000 Free Outfall
BACKWATER CONTROL.. Vh= .017ft hwDi= .056ft Lbw= 36.Oft Hev= .OOft
48.00 .03 97.84 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .022ft Dcr= .064ft ~RIT.DEPTH Hev= .OOft
48.08 .04 47.85 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .024ft Dcr= .070ft ~RIT.DEPTH Hev= .OOft
48.17 .04 47.86 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .026ft Dcr= .076ft H.JUMP IN PIPE He v= .OOft
48.25 .05 97.86
BACKWATER Free
CONTROL.. Free
Vh= .026ft .000
hwDi= .001
.081ft Free Outfall
Lbw= 36.Oft Hev=
.OOft
48.33 .05 47.87 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .028ft Dcr= .083ft CRIT.DEPTH Hev= .OOft
48.42 .06 97.87 Free Free .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .030ft Dcr= .088ft ~RIT.DEPTH Hev= .OOft
48.50 .06 97.88 Free Free .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .031ft Dcr= .091ft ~RIT.DEPTH Hev= .OOft
48.58 .07 47.88 Free Free .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .032ft Dcr= .094ft ~RIT.DEPTH Hev= .OOft
48.67 .07 97.88 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .032ft Dcr= .095ft ~RIT.DEPTH Hev= .OOft
48.75 .07 47.89 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .033ft Dcr= .098ft ~RIT.DEPTH Hev= .OOft
48.83 .52 48.13 Free Free .000 .001 Free Outfall
CRIT.DEPTH CONTROL Vh= .093ft Dcr= .266ft ~RIT.DEPTH Hev= .OOft
48.92 1.34 98.37 Free Free .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .156ft Dcr= .933ft ~RIT.DEPTH Hev= .OOft
49.00 2.41 48.60 Free Free .000 .002 Free Outfall
CRIT.DEPTH CONTROL Vh= .219ft Dcr= .587ft ~RIT.DEPTH Hev= .OOft
49.08 3.67 98.82 Free Free .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .286ft Dcr= .732ft ~RIT.DEPTH Hev= .OOft
49.17 5.10 99.05 Free Free .000 .000 Free Outfall
CRIT.DEPTH CONTROL Vh= .359ft Dcr= .8'69ft ~RIT.DEPTH Hev= .OOft
lJ
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.11
File.... M:\Haestad\PondPack\?700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE F~~R ONE OUTLET TYPE
Structure ID = CO
-------------------- (Culvert-Circ
----- ular)
---------
Mannings open channel maximum cap -----
acity: 9.42
cfs
UPstream ID's= R0, 00
DNstream ID = TW (Pond Outfall)
Pond WS. Device (into) Converge Next DS HGL Q SUM DS Ch an. TW
Elev. Q HW HGL DS HGL DS HGL Err or Error TW Error
ft cfs ft a ft +/- ft +/-cfs ft +/-ft
49.25 6.47 49.'L5 F=ee Free .000 .196 Free Outfall
CRIT.DEPTH CONTROL Vh= .431ft Dcr= .984ft CRI T.DEFTH Hev= . OOft
49.33 7.04 49.33 F-ee Free .000 1.355 Free Outfall
CRIT.DEPTH CONTROL Vh= .463ft Dcr= 1.028ft CR IT.DEPTH Hev= .OOft
49.42 7.64 49.42 F=ee Free .000 2.625 Free Outfall
BACKWATER CON^_ROL. . Vh= .484ft hwDi= 1.085ft Lbw= 36.Oft Hev= .OOft
49.50 8.26 49.50 Free Free .000 3.988 Free Outfall
BACKWATER CON^_ROL. . Vh= .491ft hwDi= 1.161ft Lbw= 36.Oft Hev= .OOft
49.58 8.81 49.58 Free Free .000 4.528 Free Outfall
BACKWATER CON^_ROL. . Vh= .504ft hwDi= 1.228f t Lb w= 36.Oft Hev= .OOft
49.67 9.35 49.67 Free Free .000 4.649 Free Outfall
INLET CONTROL... Submerged: HW =1.92
49.75 9.78 49.75 Free Free .000 4.841 Free Outfall
INLET CONTROL.... Submerged: HW =2.00
49.83 10.19 49.83 Free Free .000 5.027 Free Outfall
INLET CONTROL... Submerged: HW =2.08
49.92 10.59 49.92 Free Free .000 5.202 Free Outfall
INLET CONTROL... Submerged: HW =2.17
50.00 10.97 50.00 Free Free .000 5.375 Free Outfa]_1
INLET CONTROL... Submerged: HW =2.25
50.08 11.33 50.08 Free Free .000 5.547 Free Outfall
INLET CONTROL... Submerged: HW =2.33
50.17 11.69 50.17 Free Free .000 5.709 Free Outfall
INLET CONTROL... Submerged: HW =2.42
50.25 12.03 50.'15 Free Free .000 5.868 Free Outfall
INLET CONTROL... Submerged: HW =2.50
50.33 12.37 50.33 Free Free .000 6.018 Free Outfa]_1
INLET CONTROL... Submerged: HW =2.58
50.42 12.70 50.92 Free Free .000 6.174 Free Outfall
INLET CONTROL... Submerged: HW =2.67
50.50 13.01 50.50 Free Free .000 6.322 Free Outfa].1
FULL FLOW...Lfu11= 28.32ft Vh=.8 43ft HL=1.4 46ft Hev= .0~)ft
50.58 13.33 50.58 Fiee Free .000 6.463 Free Outfa]_1
INLET CONTROL... Submerged: HW =2.83
50.67 13.63 50.67 Free Free .000 6.604 Free Outfa]_1
INLET CONTROL... Submerged: HW =2.92
•
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Individual Outlet Curves
Name.... POND 2 OUTLET
Page 8.12
File.... M:\Haestad\E'ondPack\P700-799\p776-Brookstone\p776-pond2.ppw
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = CO (Culvert-Circular)
---------------------------------------
Mannings open channel maximum capacity: 9.42 cfs
UPstream ID's= R0, 00
DNstream ID = TW (Pond Outfall)
Pond WS. Device (into) Converge Next
Elev. Q HW HGL DS HGL DS HGL
ft cfs ft ft ft
50.75 13.93 50.75 Free Free
INLET CONTROL... Submerged:
50.83 14.22 50.83 Free Free
INLET CONTROL... Submerged:
50.92 14.51 50.92 Free Free
INLET CONTROL... Submerged:
51.00 14.79 51.00 Free Free
INLET CONTROL... Submerged:
DS HGL Q SUM DS Chan. 'PW
Error Error TW Error
+/-ft +/-cfs ft +/-ft
.000 6.742 Free Outfa.ll
HW =3.00
.000 6.875 Free Outfa.ll
HW =3.08
.000 7.007 Free Outfa:ll
HW =3.17
.000 7.137 Free Outfa.ll
HW =3.25
•
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpasss & Associates
5/30/2006

•
•
•
Type.... Composite Rating Curve
Name.... POND 2 OUTLET
Page 8.13
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
WS Elev, Total Q
Elev. Q
ft
-------- cfs
-------
47.75 .00
47.83 .O1
47.92 .02
48.00 .03
48.08 .04
48.17 .04
48.25 .05
48.33 .05
48.42 .06
48.50 .06
48.58 .07
48.67 .07
48.75 .07
48.83 .52
48.92 1.34
49.00 2.41
49.08 3.67
49.17 5.10
49.25 6.47
49.33 7.04
49.42 7.64
49.50 8.26
49.58 8.81
49.67 9.35
49.75 9.78
49.83 10.19
49.92 10.59
50.00 10.97
50.08 11.33
50.17 11.69
50.25 12.03
50.33 12.37
50.42 12.70
50.50 13.01
50.58 13.33
50.67 13.63
50.75 13.93
50.83 14.22
***** COMPOSITE OUTFLOW SUMMARY ****
--------- Converge
TW Elev Error
f.t +/-ft
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfa.ll
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfa.ll
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfa.ll
Free Outfall
Free Outfall
Free Outfall
Free Outfa.ll
Free Outfall
Free Outfa.ll
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Notes
-----------------------
Contributing Structures
(no Q: RO,OO,CO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
OO,CO (no Q: RO)
RO,OO,CO
RO,OO,CO
RO,OO,CO
RO,OO,CO
RO,OO,CO
RO,CO (no Q: 00)
RO,CO (no Q: Op)
RO,CO (no Q: 00)
RO,CO (no Q: 00)
RO,OO,CO
RO,OO,CO
RO,CO (no Q: 00)
RO,CO (no Q: 00)
RO,OO,CO
RO,CO (no Q: 00)
R0, 00, CO
RO,CO (no Q: 00)
RO,OO,CO
RO,OO,CO
RO,CO (no Q: 00)
RO,OO,CO
RO,CO (no Q: 00)
RO,CO (no Q: 00)
R0, 00, CO
RO,CO (no Q: 00)
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

•
Type.... Composite Rating Curve
Name.... POND 2 OUTLET
Page 8.14
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q Notes
-------- -------- -------- Converge
-------------------------
Elev. Q TW Elev Error
ft
-------- cfs
------- ft +/-ft
-------- -- Contributing Structures

50.92
1.4.51 --- -
Free Outfall -------------------------
RO,CO (no Q: 00)
51.00 14.79 Free Outfall RO,CO (no Q: 00)

•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Pond E-V-Q Table Page 9.01
Name.... POND 10
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
•
LEVEL POOL ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = work_pad.hyg - POND 10 IN 1
Outflow HYG file = work pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 2 OUTLE'P
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 47.75 ft
Starting Volume = .000 ac- ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 25/t + O
ft
------------ cfs
------------- ac-ft
--------
-- sq.ft cfs cfs cfs

47.75
.00
.000 -- --------
10442 -----------
.00 ------------
.00 ----------
.00
47.83 .O1 .020 10681 .00 .O1 9.79
• 47.92
48.00 .02
.03 .091
.062 10923
11168 .00
.00 .02
.03 19.80
30.04
48.08 .04 .085 12684 .00 .04 41.08
48.17 .04 .111 14297 .00 .09 53.57
48.25 .05 .140 16005 .00 .05 67.60
48.33 .05 .172 17811 .00 .05 $3.25
48.42 .06 .208 19713 .00 .06 100.62
48.50 .06 .247 21711 .00 .06 119.79
48.58 .07 .291 23806 .00 .07 140.86
48.67 .07 .339 25997 .00 .07 163.91
48.75 .07 .390 28285 .00 .07 189.04
48.83 .52 .447 30669 .00 .52 216.77
48.92 1.34 .508 33150 .00 1.34 247.13
49.00 2.41 .574 35727 .00 2.41 280.08
49.08 3.67 .642 36058 .00 3.67 314.57
49.17 5.10 .712 36390 .00 5.10 349.54
49.25 6.47 .782 36723 .00 6.47 384.76
49.33 7.04 .852 37059 .00 7.04 419.50
•
S/N: EFYXYWGYYNFB Malpass & Asuociates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Pond E-V-Q Table
Page 9.02
Name.... POND 10
File.... M:\Haestad\PondPack\?700-799\p776-Brookstone\p776-pond2.ppw
•
LEVEL POOH ROUTING DATA
HYG Dir = M:\Haestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = work_pad.izyg - POND 10 IN 1
Outflow HYG file = work pad.'_Zyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 2 OU^_LET
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 47.75 ft
Starting Volume = .00') ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + O
ft cfs ac-ft sq.ft cfs cfs cfs
49.42 7.64 .923 37395 .00 7.64 454.56
49.50 8.26 .995 37734 .00 8.26 489.96
49.58
49.67 8.81
9.35 :1.068
1.141 38073
38415 .00
.00 8.81
9.35 525.61
561.56
49.75 9.78 :1.215 38757 .00 9.78 597.71
49.83 10.19 1.289 39102 .00 10.19 634.17
49.92 10.59 1.369 39448 .00 10.59 670.93
50.00 10.97 1.440 39795 .00 10.97 708.01
50.08 11.33 1.517 40130 .00 11.33 745.37
50.17 11.69 1.594 40467 .00 11.69 783.04
50.25 12.03 1.671 40806 .00 12.03 821.01
50.33 12.37 1.750 41145 .00 12.37 859.29
50.42 12.70 1.829 41487 .00 12.70 897.87
50.50 13.01 1.909 41829 .00 13.01 936.76
50.58 13.33 1.989 42173 .00 13.33 975.96
50.67 13.63 2.070 42518 .00 13.63 1015.47
50.75 13.93 '2.152 42865 .00 13.93 1055.30
50.63 14.22 2.234 43213 .00 14.22 1095.44
50.92 14.51 2.31.7 43563 .00 14.51 1135.90
51.00 14.79 2.401 43914 .00 14.79 1176.69
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpass & Associates
9:10 AM
5/30/2006

Type.... Pond E-V-Q Table Page 9.03
Name.... POND 10
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
•
LEVEL POOL ROUTING BATA
HYG Dir = M;\Haestad\PondPack~P700-799\p776-Brookstone\
Inflow HYG file = work_pad.hyg - POND 10 IN 1
Outflow HYG file = work_pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 2 OU'PLET
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 47.75 ft
Starting Volume = .000 ac-ft
Starting Outflow = .OU cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + O
ft cfs ac-ft sq.ft cfs cfs cfs
•

S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Node: Pond ]Inflow Summary Page 9.04
Name.... POND 10 IN Event: 1 yr
File.... M:\Haestad\PondPack\P700-'799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
SUMMARY FOR HYDROGRAPH ADDITION
at Node: POND 10 IN
HYG Directory: M:\Haestad\PondPack\P700-799\p776-Brookstone\
--------------------------_______=====g
Upstream Link ID Upstream Node ID HYG file HYG ID HYG to
--------------------------------------------------------------------------
WARNING: Missed peak when adding hydrograph...
ADDLINK 10 HYD QUEUE 10 work_pad.hyg POND 2 - INFLOW 1
INFLOWS TO: POND 10 IN
---'------------------------------------ Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
work_pad.hyg POND 2 - INFLOW 1 3.592 .5333 59.20
TOTAL FLOW INTO: POND 10 IN
---------------------------------------- Volume Peak Time Peak Flow
HYG file HYG ID HYG tag ac-ft hrs cfs
work_pad.hyg POND 10 IN 1 3.594 .5500 58.91
lJ

S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Node: Pond Inflow Summary Page 9.05
Name.... POND 10 IN Event• 1 yr
File.... M:\Haestad\PondPack\?700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
TOTAL NODE INFLOW.
HYG file = M:\Haes
HYG ID = POND 10
HYG Tag = ].
------------------
Peak Discharge =
Time to Peak =
HYG Volume =

•
tad\PondPack\P700-799\p776-Brookstone\wo=k_~ad.hyg
IN
-----------------
58.91 cfs
.5500 hrs
3.594 ac-ft
HYD~OGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
------------ left represent
---------- s time for first value in each rov.

.0000 I
.00 ----
1.41 ----------
4.99 -------------
10.92 -------------
18.2''
.2500 I 26.72 35.37 43.50 50.53 55.59
.5000 I 58.63 58.91 56.95 52.36 49.30
.7500 I 43.20 37.78 33.09 28.95 25.3E±
1.0000 I 22.18 19.43 17.00 14.89 13.0
1.2500 I 11.41 9.98 8.74 7.65 6.70
1.5000 I 5.86 5.13 4.49 3.93 3.4~
1.7500 I 3.01 2.64 2.31 2.02 1.7"
2.0000 I 1.55 1.36 1.19 1.04 .91
2.2500 I .79 .70 .61 .53 .4"
2.5000 I .41 .35 .31 .27 .2~
2.7500 I .21 .18 .16 .14 .12
3.0000 I .11 .09 .08 .07 .06
3.2500 I .05 .05 .09 .04 .O~a
3.5000 I .03 .02 .02 .02 .0~
3.7500 I .O1 ., 01 .O1 .Ol .O1
4.0000 I .O1 .O1 .O1 .00 .OCR
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
MalFass & Associates
5/30/2006

C7
Type.... Pond Routing Summary Page 9.06
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
LEVEL POOL ROUTING SUMMARY
HYG Dir = M:\Haestad\PondPack\P700-799\p776-Brookstone\
Inflow HYG file = work_pad.hyg - POND 10 IN 1
Outflow HYG file = work pad.hyg - POND 10 OUT 1
Pond Node Data = POND 10
Pond Volume Data = POND 10
Pond Outlet Data = POND 2 OUTLE'P
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 47.75 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
C~
Peak Inflow = 58.91 cfs at .5500 hrs
Peak Outflow = 14.64 cfs at 1.1500 hrs
Peak Elevation = 50.96 ft
Peak Storage = 2.356 ac-ft
MASS BALANCE (ac-ft)
+ Initial Vol = .000
+ HYG Vol IN = 3.594
- Infiltration = .000
- HYG Vol OUT = 3.566
- Retained Vol = .028
Unrouted Vol = -.000 ac-ft
(.002 of Inflow Volume)
WARNING: Outflow hydrograph truncated on right side.
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Mal~ass & Associates
5/30/2006

Type.... Pond Routed HYG (total out) Page 9.0'1
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
POND ROUTED TOTAL OUTFLOW HYG...
HYG file = M:\Haestad\PondPack\P700-799\p776-Brookstone\work pad.hyg
HYG ID = POND 10 OUT
HYG Tag = 1
Peak Discharge = 14.64 cfs
Time to Peak = 1.1500 hrs
HYG Volume = 3.566 ac-ft
HYDROGRAPH ORDINATES (cfs)
•
•
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
------
- time for first value in each row.

.0000 I
.00 -
--------
.00 ----------
.O1 ---------------
.03 -----------
.p4
.2500 i .06 .07 1.10 4.31 7.1$
.5000 I 8.84 10.11 11.11 11.94 12.61
.7500 I 13.16 13.59 13.92 14.17 14.35
1.0000 I 14.48 14.57 14.62 14.64 14.63
1.2500 I 14.60 14.54 14.47 14.38 14.28
1.5000 I 14.17 14.04 13.90 13.76 13.61
1.7500 I 13.45 13.28 13.11 12.93 12.75
2.0000 I 12.57 12.38 12.19 11.99 11.79
2.2500 I 11.59 11.38 11.17 10.97 10.75
2.5000 I 10.54 10.31. 10.09 9.87 9.65
2.7500 I 9.43 9.17 8.91 8.64 8.3'7
3.0000 I 8.10 7.82 7.55 7.30 7.05
3.2500 I 6.82 6.60 6.26 5.77 5.33
3.5000 I 4.90 4.51. 4.14 3.80 3.51
3.7500 I 3.26 3.02 2.80 2.60 2.41
4.0000 I 2.25 2.11. 1.97 1.84 1.72
9.2500 I 1.61 1.51 1.41 1.32 1.25
4.5000 I 1.18 1.12 1.06 1.00 .95
4.7500 I .90 .85 .80 .76 .72
5.0000 I .68 .64 .61 .57 .54
5.2500 I .52 .50 .48 .47 .45
5.5000 I .44 .42 .41 .40 .38
5.7500 I .37 .36 .35 .34 .33
6.0000 I .32 .31 .30 .29 .28
6.2500 I .27 .26 .25 .29 .23
6.5000 I .23 .22 .21 .21 .20
6.7500 I .19 .19 .18 .18 .17
7.0000 I .16 .lEi .15 .15 .14
7.2500 I .14 .13 .13 .13 .12
7.5000 I .12 .11. .11 .11 .10
S/N: EFYXYWGYYNFB Malpass & associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Pond Routed HYG (total out) Page 9.08
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
•
r~
HYDROGRAP~i ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
---- s time for first value in each row.

7.7500 I
.10 ----------
.10 ----------
.09 ----------------
.09 ----------
,09
8.0000 I .09 .08 .08 .08 .07
8.2500 i .07 .07 .07 .07 .07
8.5000 I .07 .07 .07 .07 .07
8.7500 - .07 .07 .07 .07 .07
9.0000 I .07 .07 .07 .07 .07
9.2500 I .07 .07 .07 .07 .07
9.5000 I .07 .07 .07 .07 .07
9.7500 I .07 .07 .07 .07 ,07
10.0000 I .07 .07 .07 .07 .07
10.2500 I .07 .07 .07 .07 .0'7
10.5000 I .07 .07 .07 .07 .07
10.7500 I .07 .07 .07 .07 .0'7
11.0000 I .07 .07 .07 .07 .07
11.2500 I .07 .07 .07 .07 .07
11.5000 I .07 .07 .07 .07 .07
11.7500 I .07 .07 .07 .07 ,0'7
12.0000 I .07 .07 .07 .07 .07
12.2500 I .07 .07 .07 .07 .07
12.5000 I .07 .07 .07 .07 .07
12.7500 I .07 .07 .07 .07 .0'7
13.0000 I .07 .07 .07 .07 .0"1
13.2500 I .07 .07 .07 .07 .07
13.5000 I .07 .07 .07 .07 .07
13.7500 I .07 .07 .07 .07 .07
14.0000 I .07 .07 .07 .07 .07
14.2500 I .07 .07 .07 .07 .07
14.5000 I .07 .0"/ .07 .07 .07
14.7500 I .07 .07 .07 .07 .07
15.0000 I .07 .07 .07 .07 .0'1
15.2500 I .07 .07 .07 .07 .07
15.5000 I .07 .07 .07 .07 .07
15.7500 I .07 .07 .07 .07 .07
16.0000 I .07 .07 .07 .07 .0'7
16.2500 I .07 .07 .07 .07 .0'7
16.5000 I .07 .07 .07 .07 .0"7
16.7500 I .07 .07 .07 .07 .07
17.0000 I .07 .07 ,07 .07 .07
17.2500 I .07 .07 .07 .07 .07
17.5000 I .07 .07 .07 .07 .07
17.7500 I .07 ,07 .07 .07 .07
18.0000 I .07 .07 .07 .07 .07
18.2500 I .07 .07 .07 .07 .07
18.5000 I .07 .07 .07 .07 .07
18.7500 I .07 .0'/ . 07 .07 .0'9
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

lr
u
•
•
Type.... Pond Routed 3YG (total out) Page 9.09
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\P~ndPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time oz
----------- left represent
------~------~-- s time for
--- first value in each row.

19.0000 I
.07
.07 -------
.07 ----------------
.07 ----------
.07
19.2500 I .J7 .07 .07 .07 .07
19.5000 I .J7 .07 .07 .07 .07
19.7500 I .J7 .OI .07 .07 .07
20.0000 I .J7 .07 .07 .07 .07
20.2500 I .J7 .0"/ .07 .07 .07
20.5000 I .07 .07 .07 .07 .07
20.7500 I .07 .07 .07 .07 .0'7
21.0000 I .J7 .07 .07 .07 .07
21.2500 I .07 .07 .07 .07 .07
21.5000 I .J7 .07 .07 .07 .07
21.7500 I .)7 .07 .07 .07 .07
22.0000 I .~7 .07 .07 .07 .07
22.2500 I .J7 .07 .07 .07 .07
22.5000 I .J7 .07 .07 .07 .07
22.7500 I .J7 .07 .07 .07 .07
23.0000 I .07 .07 .07 .07 .07
23.2500 I .J7 .07 .07 .07 .07
23.5000 I .J7 .07 .07 .07 .0'7
23.7500 I .J7 .07 .07 ,07 .07
24.0000 I .07 .07 .07 .07 .07
24.2500 I .07 .07 .07 .07 .07
24.5000 I .07 .07 .07 .07 .07
24.7500 I .~7 .07 .07 .07 .07
25.0000 I .~7 .07 .07 .07 .07
25.2500 i .J7 .07 .07 .07 .0'7
25.5000 ( .J7 .07 .07 .07 .0'7
25.7500 I .J7 .07 .07 .07 .0'7
26.0000 I .07 .0'! .07 .07 .07
26.2500 I .07 .07 .07 .07 .07
26.5000 I .~7 .07 .07 .07 .07
26.7500 I .07 .06 .06 .06 .06
27.0000 I .06 .06 .06 .06 .06
27.2500 I .J6 .06 .06 .06 ,06
27.5000 I .J6 .06 .06 .06 .06
27.7500 I .06 .06 ,06 .06 .06
28.0000 I .D6 .06 .06 .06 .06
28.2500 I .J6 .06 .06 .06 .06
28.5000 I .06 .06 .06 .06 .06
28.7500 I .06 .06 .06 .06 .06
29.0000 I .06 .06 .06 .06 ,06
29.2500 I .06 .06 .06 .06 .06
29.5000 I .~6 .06 .06 .06 .06
29.7500 i .06 .06 .06 .06 .06
30.0000 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016,00)
9:10 AM
Malpa;;s & Associates
5/30/2006

Type.... Pond Routed HYG (total out) Page 9.10
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\F~ondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------i- Time on
----------- .left represents
----------- time for first value in each row.

30.2500 I
.06 ----
.06 ---------
.06 -------------
.06 -------------
.06
30.5000 I .06 .06 .06 .06 .06
30.7500 I .06 .06 .06 .06 .06
31.0000 I .06 .06 .06 .06 .06
31.2500 I .06 .06 .06 .06 .06
31.5000 I .06 .06 .06 .06 .06
31.7500 i .06 .06 .06 .06 .06
32.0000 I .06 .06 .06 .06 .06
32.2500 I .06 .06 .06 .06 .06
32.5000 I .06 .06 .06 .06 .06
32.7500 i .06 .06 .06 .06 .06
33.0000 I .06 .06 .06 .06 .06
33.2500 i .06 .06 .06 .06 .06
33.5000 I .06 .06 .06 .06 .06
33.7500 I .06 .06 .06 .06 .06
34.0000 I .06 .06 .06 .06 .06
34.2500 I .06 .06 .06 .06 .06
34.5000 I .06 .06 .06 ,06 .06
39.7500 I .06 .06 .06 .06 .06
35.0000 I .06 .06 .06 .06 .06
35.2500 I .06 .06 .06 .06 .06
35.5000 I .06 .06 .06 .06 .06
35.7500 I .06 .06 .06 .06 .06
36.0000 I .06 .06 .06 .06 .06
36.2500 I .06 .06 .06 .06 .06
36.5000 I .06 .06 .06 .06 .06
36.7500 I .06 .06 .06 .06 ,06
37.0000 I .06 .06 .06 .06 .06
37.2500 I .06 .06 .06 .06 .06
37.5000 I .06 .06 .06 .06 .06
37.7500 I .06 .06 .06 .06 .OEi
38.0000 I .06 .06 .06 .06 .06
38.2500 I .06 .06 .06 .06 .06
38.5000 I .06 .06 .06 .06 .06
38.7500 I .06 .06 .06 .06 .06
39.0000 I .06 .06 .06 .06 .06
39.2500 I .06 .06 .06 .06 .06
39.5000 I .06 .06 .06 .06 .06
39.7500 I .06 .06 .06 .06 .06
40.0000 I .06 .06 .06 .06 .06
40.2500 I .06 .06 .06 .06 .06
40.5000 I .06 .06 .06 .06 .06
40.7500 I .06 .06 .06 .06 .06
41.0000 I .06 .06 .06 .06 .06
41.2500 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Pond Routed HYG (total out) Page 9.11
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-"]99\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------
- Time on left represent
-----
----------- s time for first value in each row.
I
41.5000 I -
.06 --------
.06 -----------
.06 ---------------
.06 ----------
.06
41.7500 I .06 .06 .06 .06 .06
42.0000 i .06 .06 .06 .06 .05
42.2500 I .06 .06 .06 .06 .06
42.5000 I .06 .06 .06 .06 .Oa
42.7500 I .06 .06 .06 .06 .0~
43.0000 I .06 .06 .06 .06 .Ob
43.2500 - .06 .06 .06 .06 .06
43.5000 I .06 .06 .06 .06 .Oa
43.7500 I .06 .06 .06 .06 .05
44.0000 I .06 .06 .06 .06 .0~
44.2500 i .06 .06 .06 .06 .06
44.5000 ( .06 .06 .06 .06 .On
44.7500 ( .06 .06 .06 .06 .06
45.0000 I .06 .06 .06 .06 .05
45.2500 I .06 .06 .06 .06 .06
45.5000 I .06 .06 .06 .05 .0~
45.7500 I .05 .05 .05 .05 .0~
46.0000 i .05 .05 .05 .05 .05
46.2500 I .05 .05 .05 .05 .05
46.5000 I .05 .05 .05 .05 .05
46.7500 I .05 .05 .05 .05 .0~
47.0000 I .05 .05 .05 .05 .0~
47.2500 I .05 .05 .05 .05 .0~
47.5000 ( .05 .05 .05 .05 .0~
47.7500 I .05 .05 .05 .05 .0~
48.0000 I .05 .0.`i .05 .05 .05
48.2500 I .05 .O:i .05 .05 .0~
48.5000 I .05 .05 .05 .05 .0~
48.7500 I .05 .05 .05 .05 .0~
49.0000 I .05 .05 .05 .05 .0~
49.2500 I .05 .05 .05 .05 .0~
49.5000 I .05 .05 .05 .05 .05
49.7500 I .05 .05 .05 .05 .0~
50.0000 I .05 .0`.i .05 .05 .0~
50.2500 I .05 .05 .05 .OS .05
50.5000 I .05 .05 .05 .05 .0~
50.7500 I .05 .0,`i .05 .05 .0~
51.0000 I .05 .05 .05 .05 .0~
51.2500 ( .05 .05 .05 .05 .0~
51.5000 I .05 .05 .05 .05 .0~
51.7500 I .05 .05 .OS .05 .0~
52.0000 I .05 .05 .05 .05 .05
52.2500 I .05 .05 .05 .05 .0~
52.5000 I .05 .05 .05 .05 .0~
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

•
•
•
Type.... Pond Routed HYG (total out) Page 9.12
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
--
-
- Time on left represent
- s time for first value in each row.
-
--
--I-
52.7500 I ---
---------
.05 ------------
.05 ----------------
.05 ----------
.05 ----------
.05
53.0000 I .05 .05 .05 .05 .05
53.2500 I .05 .05 .05 .05 .05
53.5000 I .05 .05 .05 .05 .05
53.7500 I .05 .05 .05 .05 .05
54.0000 I .05 .05 .05 .05 .05
54.2500 I .05 .05 .05 .05 .05
54.5000 I .05 .05 .05 .05 .05
54.7500 I .05 .05 .05 .05 .05
55.0000 I .05 .05 .05 .05 .05
55.2500 i .05 .05 .05 .05 .05
55.5000 I .05 .05 .05 .05 .05
55.7500 I .05 .05 .05 .05 .05
56.0000 I .05 .05 .05 .05 .05
56.2500 I .05 .05 .05 .05 .05
56.5000 I .05 .05 .OS .05 .05
56.7500 I .05 .05 .05 .05 .05
57.0000 I .05 .05 .05 .05 .05
57.2500 I .05 .05 .05 .05 .05
57.5000 I .05 .05 .05 .05 .05
57.7500 I .05 .05 .05 .05 .05
58.0000 I .05 .05 .05 .05 .05
58.2500 I .05 .05 .05 .05 .05
58.5000 ( .05 .05 .05 .05 .05
58.7500 I .05 .05 .05 .05 .05
59.0000 I .05 .05 .05 .05 .05
59.2500 I .05 .05 .05 .05 .05
59.5000 I .05 .05 .05 .05 .05
59.7500 I .05 .05 .05 .05 .05
60.0000 I .05 .05 .05 .05 .05
60.2500 I .05 .05 .05 .05 .05
60.5000 I .05 .05 .05 .05 .05
60.7500 I .05 .OS .05 .05 .05
61.0000 I .05 .05 .05 .05 .05
61.2500 I .05 .05 .05 .05 .05
61.5000 I .05 .05 .05 .05 .05
61.7500 I .05 .05 .05 .05 .05
62.0000 I .05 .05 .05 .05 .05
62.2500 I .05 .05 .05 .05 .05
62.5000 I .05 .05 .05 .05 .05
62.7500 I .05 .05 .05 .05 .05
63.0000 I .05 .05 .05 .05 .05
63.2500 I .OS .OS .05 .05 .05
63.5000 i .05 .05 .05 .05 .05
63.7500 I .05 .05 .05 .05 .04
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Pond Routed HYG (total out) Page 9.13
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I Time on left represent s time for first value in
-------------------
-- each row.
----------
---------I-
64.0000 I -------------
.04 -------------
.04 ----
-
.04 .04 .04
64.2500 I .04 .04 .04 .04 .04
64.5000 I .04 .04. .04 .04 .04
64.7500 I .04 .09 .04 .09 .04
65.0000 I .04 .04 .04 .04 .04
65.2500 I .04 .04 .04 .04 .04
65.5000 I .04 .04 .04 .04 .04
65.7500 I .04 .04 .04 .04 .04
66.0000 I .04 .04 .04 .04 .04
66.2500 I .04 .04 .04 .04 .04
66.5000 I .04 .04 .04 .04 .04
66.7500 I .04 .04 .04 .04 .04
67.0000 I .04 .04 .04 .09 .04
67.2500 I .04 .04 .04 .04 .04
67.5000 I .04 .04 .04 .04 .04
67.7500 I .04 .04 .09 .04 .04
68.0000 I .04 .04 .04 .04 .04
68.2500 I .04 .04 .04 .04 .04
68.5000 I .04 .09 .04 .04 .04
68.7500 i .04 .04 .04 .04 .04
69.0000 I .04 .04 .04 .09 .04
69.2500 I .04 .04 .04 .04 .04
69.5000 I .04 .04 .04 .04 .04
69.7500 I .09 .04 .04 .04 .04
70.0000 I .04 .04 .04 .09 .04
70.2500 I .04 .04 .04 .04 .04
70.5000 I .04 .04 .04 .04 .04
70.7500 I .04 .04 .04 .04 .04
71.0000 I .04 .04 .04 .04 .04
71.2500 I .04 .04 .04 .04 .04
71.5000 I .04 .04 .04 .04 .04
71.7500 I .04 .04 .04 .04 .09
72.0000 I .04 .04 .04 .04 .04
72.2500 I .04 .04 .04 .04 .04
72.5000 I .04 .04 .04 .04 .04
72.7500 I .04 .04 .04 .04 .04
73.0000 I .04 .04 .04 .04 .04
73.2500 I .04 .04 .04 .04 .04
73.5000 I .04 .04 .04 .04 .04
73.7500 I .04 .04 .04 .04 .04
74.0000 I .04 .04 .04 .04 .04
74.2500 I .04 .04 .04 .04 .04
74.5000 I .04 .04 .04 .04 .04
74.7500 I .04 .04 .04 .04 .04
75.0000 I .04 .04 .04 .04 .04
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Pond Routed HYG (total outi Page 9.14
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
• Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------------ s time for first value in each row.

75.2500 I
.04 ---
.04 ----------
.04 ---------------------
.04 -----
,04
75.5000 I .03 .03 .03 .03 .03
75.7500 I .03 .03 .03 .03 .03
76.0000 I .03 .03 .03 .03 .03
76.2500 I .03 .03 .03 .03 .03
76.5000 I .03 .03 .03 .03 .03
76.7500 I .03 .03 .03 .03 .03
77.0000 I .03 .03 .03 .03 .03
77.2500 ( .03 .03 .03 .03 .03
77.5000 I .03 .03 .03 .03 ,03
77.7500 I .03 .03 .03 .03 .03
78.0000 I .03 .03 .03 .03 .03
78.2500 I .03 .03 .03 .03 .03
78.5000 ( .03 .03 .03 .03 .03
78.7500 I .03 .03 .03 .03 .03
79.0000 I .03 .03 .03 .03 .03
79.2500 I .03 .03 .03 ,03 .03
79.5000 I .03 .03 .03 .03 .03
79.7500 I .03 .03 .03 .03 .03
80.0000 I .03 .03 .03 .03 .03
80.2500 I ,03 .03 .03 .03 .03
80.5000 I .03 .03 .03 .03 .03
80.7500 i .03 .03 .03 .03 .03
81.0000 I .03 .03 .03 .03 .03
81.2500 I .03 .03 .03 .03 .03
81.5000 I .03 .03 .03 .03 .03
81.7500 I .03 .03 .03 .03 .03
82.0000 I .03 .03 .03 .03 .03
82.2500 I .03 .03 .03 .03 .03
82.5000 I .03 .03 .03 .03 .03
82.7500 I .03 .03 .03 .03 .03
83.0000 I .03 .03 .03 .03 .03
83.2500 I .03 .03 .03 .03 .03
83.5000 I .03 .03 .03 .03 .03
83.7500 I .03 .03 .03 .03 .03
84.0000 I .03 .03 .03 .03 .03
84.2500 I .03 .03 .03 .03 .03
89.5000 I .03 .03 .03 .03 .03
84.7500 I .03 .03 .03 .03 .03
85.0000 I .03 .03 .03 .03 .03
85.2500 I .03 .03 .03 .03 .03
85.5000 I .03 .03 .03 .03 ,03
85.7500 I .03 .03 .03 .03 .03
86.0000 I .03 .03 .03 .03 .03
86.2500 i .03 .03 .03 .03 .03
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & associates
5/30/2006

Type.... Pond Routed HYG (total out) Page 9.15
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on left represent
------------- s time for first value in each row.

86.5000 I
.03 ------------
.03 ----------
.03 ----------------
.03 ----------
.03
86.7500 I .03 .03 .03 .03 .03
87.0000 I .03 .03 .03 .03 .03
87.2500 I .03 .03 .03 .03 .03
87.5000 I .03 .03 .03 .03 .03
87.7500 I .03 .03 .03 .03 .03
88.0000 I .03 .03 .03 .03 .02
88.2500 I .02 .02 .02 .02 .02
88.5000 I .02 .02 .02 .02 .02
88.7500 I .02 .02 .02 .02 .02
89.0000 I .02 .02 .02 .02 .02
89.2500 I .02 .02 .02 .02 .02
89.5000 I .02 .02 .02 .02 .02
89.7500 I .02 .02 .02 .02 .02
90.0000 I .02 .02 .02 .02 .02
90.2500 I .02 .02 .02 .02 .02
90.5000 I .02 .02 .02 .02 .02
90.7500 I .02 .02. .02 .02 .02
91.0000 I .02 .02 .02 .02 .02
91.2500 I .02 .02 .02 .02 .02
91.5000 I .02 .02 .02 .02 .02
91.7500 I .02 .02 .02 .02 .02
92.0000 I .02 .02. .02 .02 .02
92.2500 I .02 .02. .02 .02 .02
92.5000 ( .02 .02. .02 .02 .02
92.7500 I .02 .02 .02 .02 .02
93.0000 I .02 .02. .02 .02 .02
93.2500 I .02 .02 .02 .02 .02
93.5000 I .02 .02 .02 .02 .02
93.7500 I .02 .02 .02 .02 .02
94.0000 I .02 .02 .02 .02 .02
94.2500 I .02 .02 .02 .02 .02
94.5000 I .02 .02 .02 .02 .02
94.7500 i .02 .02. .02 .02 .02
95.0000 I .02 .02 .02 .02 .02
95.2500 I .02 .02 .02 .02 .02
95.5000 i .02 .02 .02 .02 .02
95.7500 ( .02 .02 .02 .02 .02
96.0000 i .02 .02. .02 .02 .02
96.2500 I .02 .02. .02 .02 .02
96.5000 I .02 .02. .02 .02 .02
96.7500 I .02 .02 .02 .02 .02
97.0000 I .02 .02. .02 .02 .02
97.2500 I .02 .02 .02 .02 .02
97.5000 - .02 .02. .02 .02 .02
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & associates
5/30/2006

•
Type.... Pond Routed HYG (total out) Page 9.16
Name.... POND 10 OUT Tag: 1 Event: 1 yr
File.... M:\Haestad\F'ondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time ( Output Time increment = .0500 hrs
hrs I
---------I- Time on
------------ left represents
------ time for first value in each row.

97.7500 I
.02 ---------
.02 ---------
.02 -------------
.02 -------------
.02
98.0000 I .02 .Ol .O1 .O1 .01
98.2500 I .Ol .01 .O1 .O1 .01
98.5000 I .Ol .Ol .O1 .O1 .O1
98.7500 I .O1 .Ol .O1 .O1 .O1
99.0000 I .O1 .01 .Ol .01 .O1
99.2500 I .01 .01 .O1 .O1 .O1
99.5000 I .01 .01 .O1 .O1 .O1
99.7500 i .Ol .O1 .O1 .O1 .01
100.0000 I .O1
•
•
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Diverted Hydrograph Page 9.17
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
DIVERTED HYDROGRAPH...
HYG file = M:\Haestad\PondPack\P700-799\p776-Brookstone\work_pad.hyg
HYG ID = ROUTE 10
HYG Tag = 1
-----------------------------------
Peak Discharge = 14.64 cfs
Time to Peak = 1.1500 hrs
HYG Volume = 3.566 ac-ft
HYDROGRAPH ORDINATES (cfs)
•

Time I Output Time increment = .0500 hrs
hrs i
---------
- Time on left represents
--------
--- time for first value in each row.
I
.0000 I -
-
.00 -------------
.00 ----------
.O1 ---------------
.03 ----------
.04
.2500 I .06 .07 1.10 4.31 7.18
.5000 I 8.84 10.11 11.11 11.94 12.61
.7500 I 13.16 13.59 13.92 14.17 14.35
1.0000 I 14.48 14.57 14.62 14.64 14.63
1.2500 I 14.60 14.59 14.47 14.38 14.28
1.5000 I 14.17 14.04 13.90 13.76 13.61
1.7500 I 13.45 13.28 13.11 12.93 12.75
2.0000 I 12.57 12.38 12.19 11.99 11.79
2.2500 I 11.59 11.38 11.17 10.97 10.75
2.5000 I 10.54 10.31 10.09 9.87 9.65
2.7500 I 9.43 9.1'] 8.91 8.64 8.37
3.0000 I 8.10 7.82 7.55 7.30 7.05
3.2500 I 6.82 6.60 6.26 5.77 5.33
3.5000 I 4.90 4.51 4.14 3.80 3.51
3.7500 ( 3.26 3.02 2.80 2.60 2.41
4.0000 I 2.25 2.11 1.97 1.84 1.72
4.2500 I 1.61 1.51 1.41 1.32 1.25
4.5000 I 1.18 1.12 1,06 1.00 .95
4.7500 I .90 .85 .80 .76 .72
5.0000 I .68 .64 .61 .57 .54
5.2500 I .52 .50 .48 .47 .45
5.5000 I .44 .42 .41 .40 .38
5.7500 I .37 .36 .35 .34 .33
6.0000 I .32 .31 .30 .29 .28
6.2500 I .27 .26 .25 .24 .23
6.5000 I .23 .22 .21 .21 .20
6.7500 I .19 .19 .18 .16 .17
7.0000 I .16 .16 .15 .15 .14
7.2500 I .14 .13 .13 .13 .12
7.5000 I .12 .11 .11 .11 .10
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Diverted Hydrograph
Name.... ROUTE 10
•
Page 9.18
Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
1~
u
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------
-- s time for first value in each row.

7.7500 i
.10 -
-----
.10 ----------
.09 ----------------
.09 ----------
.09
8.0000 I ,09 .08 .08 .08 ,07
8.2500 I .07 ,07 ,07 .07 .07
8.5000 I .07 .07 .07 ,07 .07
8.7500 I .07 .07 .07 .07 .07
9.0000 I .07 .07 .07 .07 .07
9.2500 I .07 .07 .07 .07 .07
9.5000 I .07 .07 .07 .07 .07
9.7500 I .07 .0'7 .07 .07 .07
10.0000 I ,07 ,07 .07 ,07 .07
10.2500 I .07 .0"1 .07 .07 ,07
10.5000 I .07 .07 .07 .07 .07
10.7500 I .07 .07 .07 .07 .07
11.0000 I .07 .07 .07 .07 .07
11.2500 I .07 .07 .07 ,07 .07
11.5000 I .07 .07 .07 .07 .07
11.7500 I .07 .07 .07 .07 .07
12,0000 I .07 .07 .07 .07 .07
12.2500 I .07 .07 ,07 .07 .07
12.5000 I .07 .07 .07 .07 .07
12.7500 I .07 .07 .07 .07 .07
13.0000 I .07 .07 .07 .07 .07
13.2500 I .07 ,07 .07 .07 .07
13.5000 I .07 ,07 .07 .07 .07
13.7500 I .07 .0'7 .07 .07 .07
14.0000 I .07 .07 .07 .07 .07
14.2500 I .07 .07 .07 .07 .07
14.5000 i .0'7 .07 .07 .07 .07
14.7500 I .07 .07 .07 .07 ,07
15.0000 I .07 .07 .07 .07 .07
15.2500 I .07 .07 .07 .07 .07
15.5000 I .07 .07 .07 .07 .07
15.7500 I .07 .07 ,07 ,07 .07
16.0000 I .07 .07 .07 .07 .07
16.2500 I .07 .07 .07 .07 .07
16.5000 I .07 .07 .07 .07 ,07
16.7500 I .07 .07 .07 .07 .07
17.0000 I .07 .0") .07 .07 .07
17.2500 ( .07 .0`7 .07 .07 .07
17.5000 I .07 .0'7 .07 .07 .07
17.7500 I .07 .07 .07 .07 .07
18.0000 I .07 .07 .07 .07 .07
18.2500 I .07 .07 .07 .07 .07
18.5000 I .07 .07 .07 .07 .07
18.7500 I .07 .07 .07 .07 .07
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

.7
1~~
u
•
Type.... Diverted Hydrograph Page 9.19
Name.... ROUTE 10 Event• 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
---------- s time for first vslue in each row.

19.0000 I
.07 -----
.07 ----------
.07 ----------------
.07 ----------
.07
19.2500 I .07 .07 .07 .07 .07
19.5000 I .07 .07 .07 .07 .07
19.7500 I .07 ,07 .07 .07 .07
20.0000 I .07 .07 .07 .07 .07
20.2500 I .07 ,07 .07 .07 .07
20.5000 i .07 .07 .07 .07 .07
20.7500 I .07 .07 .07 .07 .07
21.0000 ( .07 .07 .07 .07 .07
21.2500 I .07 .07 ,07 ,07 .07
21.5000 I .07 .07 .07 .07 ,07
21.7500 I .07 .07 .07 ,07 .07
22.0000 I .07 .07 .07 .07 .07
22.2500 I .07 .07 .07 .07 ,07
22.5000 I .07 .07 .07 .07 .07
22.7500 I .07 .07 .07 .07 .07
23.0000 ( .07 .07 .07 .07 .07
23.2500 I .07 .07 .07 .07 .07
23.5000 I .07 ,07 .07 .07 .07
23.7500 I .07 .07 .07 .07 .07
24.0000 I .07 .07 .07 .07 .0'1
24.2500 I .07 .07 .07 .07 .07
24.5000 I .07 .07 .07 ,07 .07
24.7500 I .07 .07 .07 .07 .07
25.0000 I .07 .07 .07 .07 .07
25.2500 I .07 .07 .07 .07 .07
25.5000 I .07 .07 .07 .07 .07
25.7500 I .07 .07 .07 .07 .07
26.0000 I .07 .07 .07 .07 .07
26.2500 i .07 .07 .07 .07 .07
26.5000 I .07 .07 .07 .07 .07
26.7500 I .07 .06 .06 .06 .06
27.0000 I .06 .06 .06 .06 .06
27.2500 I .06 .06 .06 .06 .06
27.5000 i .06 .06 .06 .06 .06
27.7500 i .06 .06 .06 .06 .06
28.0000 I .06 .06 .06 .06 .06
28.2500 I .06 .06 .06 .06 .06
28.5000 I .06 .06 .06 .06 .06
28.7500 I .06 .06 .06 .06 .06
29.0000 I .06 .06 .06 .06 .06
29.2500 i .06 .06 .06 .06 .06
29.5000 I .06 .06 .06 .06 .06
29.7500 I .06 .06 .06 .06 .06
30.0000 I .06 .06 .06 .06 .06
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Diverted Hydrograph Page 9.20
Name.... ROIJTE 10 Event• 1 yr
File.... M:\Haestud\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
•
Storm... 1 Tag: 1
C7

HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
--------- s time for first value in each roa.

30.2500 I
.06 -----
.06 ----------
.06 ----------------
.06 ----------
.Oa
30.5000 I .06 .06 .06 .06 .Oj
30.7500 I .06 .06 .06 .06 .0~
31.0000 I .06 .06 .06 .06 .0~
31.2500 I .06 .06 .06 .06 .0~
31.5000 I .06 .06 .06 .06 .0~
31.7500 I .06 .06 .06 .06 .0~
32.0000 I .06 .06 .06 .06 .0~
32.2500 I .06 .06 .06 .06 .05
32.5000 I .06 .06 .06 .06 .Oo
32.7500 I .06 .06 .06 .06 .Oo
33.0000 I .06 .06 .06 .06 .Oh
33.2500 ( .06 .06 .06 .06 .Oo
33.5000 I .06 .06 .06 .06 .06
33.7500 I .06 .06 .06 .06 .06
34.0000 I .06 .06 .06 .06 .On
39.2500 I .06 .06 .06 .06 .06
34.5000 I .06 .06 .06 .06 .06
34.7500 I .06 .06 .06 .06 .Oti
35.0000 I .06 .06 .06 .06 .06
35.2500 I .06 .06 .06 .06 .Oti
35.5000 I .06 .06 .06 .06 .Ob
35.7500 I .06 .06 .06 .06 .Ob
36.0000 I .06 .06 .06 .06 .06
36.2500 I .06 .06 .06 .06 .Ob
36.5000 I .06 .06 .06 .06 .06
36.7500 I .06 .06 .06 .06 .06
37.0000 I .06 .06 .06 .06 .06
37.2500 i .06 .06 .06 .06 .06
37.5000 I .06 .06 .06 .06 .06
37.7500 I .06 .06 .06 .06 .OE
38.0000 I .06 .06 .06 .06 .06
38.2500 I .06 .06 .06 .06 .OE
38.5000 i .06 .06 .06 .06 .OE~
38.7500 I .06 .06 .06 .06 .Oh
39.0000 I .06 .06 .06 .06 .OE
39.2500 I .06 .06 .06 .06 .OE
39.5000 I .06 .06 .06 .06 .OE
39.7500 I .06 .06 .06 .06 .OE
40.0000 I .06 .06 .06 .06 .OE
40.2500 I .06 .06 .06 .06 .OE
40.5000 I .06 .06 .06 .06 .OE
40.7500 I .06 .06 .06 .06 .OE
41,0000 I .06 .06 .06 .06 .OE
41.2500 I .06 .06 .06 .06 .OE
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
9:10 AM
M31~ass & Associates
5/30/2006

Type.... Diverted Hydrograph Page 9.21
Name.... ROUTE 10 Event• 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
L`
;7
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
--------I- Time on
----------- left represent
---------
- s time for first value in each row.

41.5000 (
.06 -
---
.06 ---------
.06 ----------------
.06 ----------
.06
41.7500 i .06 .06 .06 .06 .06
42.0000 I .06 .06 .06 .06 .06
42.2500 I .06 .06 .06 .06 .06
42.5000 I .06 .06 .06 .06 .06
42.7500 I .06 .06 .06 .06 .06
43.0000 I .06 .06 .06 .06 .06
43.2500 I .06 .06 .06 .06 .06
43.5000 I .06 .06 .06 .06 .06
43.7500 I .06 .06 .06 .06 .06
44.0000 I .06 .06 .06 .06 .06
44.2500 I .06 .06 .06 .06 .06
44.5000 I .06 .06 .06 .06 .06
44.7500 I .06 .06 .06 .06 .06
45.0000 I .06 .06 .06 .06 .06
45.2500 I .06 .06 .06 .06 .06
45.5000 I .06 .06 .06 .05 .05
45.7500 I .05 .05 .05 .05 .05
46.0000 I .05 .05 .05 .05 .05
46.2500 I .05 .05 .05 .05 .05
46.5000 I .05 .05 .05 .05 .05
46.7500 I .05 .05 .05 .05 .05
47.0000 I .05 .05 .05 .05 .05
47.2500 I .05 .05 .05 .05 .05
47.5000 I .05 .05 .05 .05 .05
47.7500 I .05 .05 .05 .05 .05
48.0000 I .05 .05 .05 .05 .05
48.2500 I .05 .05 .05 .05 .05
48.5000 I .05 .05 .05 .05 .05
48.7500 I .05 .05 .05 .05 .05
49.0000 I .05 .05 .05 .05 .05
49.2500 I .05 .05 .05 .05 .05
49.5000 I .05 .05 .05 .05 .05
49.7500 I .05 .05 .05 .05 .05
50.0000 I .05 .05 .05 .05 .05
50.2500 I .OS .05 .05 .05 .05
50.5000 I .05 .05 .05 .05 .05
50.7500 I .05 .05 .05 .05 .05
51.0000 I .05 .05 .05 .05 .05
51.2500 I .05 .05 .05 .05 .05
51.5000 I .05 .05 .05 .05 .05
51.7500 i .05 .05 .05 .05 .05
52.0000 I .05 .05 .05 .05 .05
52.2500 I .05 .05 .05 .05 .05
52.5000 I .05 .05 .05 .05 .05
S/N: EFYXYWGYYNFB
PondPack (10.00.01.6.00)
9:10 AM
Malpass & Associates
5/30/2006

Type.... Diverted Hydrograph Page 9.22
Name.... ROUTE 10 Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
. Storm... 1 Tag: 1
•
.7
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
-------- s time for first value in each row.

52.7500 I

.05 ------

.05 -------
---
.05
----------------
.05
----------
.OS
53.0000 I .05 .05 .05 .05 .05
53.2500 I .05 .05 .05 .05 ,05
53.5000 I .05 .05 .05 .05 ,05
53.7500 i .05 .05 .05 .05 .05
54.0000 I .05 .05 .05 .05 .05
54.2500 I ,05 .05 .05 .05 .05
54.5000 I .05 .05 .05 .05 .05
54.7500 I .05 .05 .05 .05 .05
55.0000 I .05 .05 .05 .05 .05
55.2500 I .05 .05 .05 .05 ,05
55.5000 I .05 .05 .05 .05 ,05
55.7500 I .05 .05 .05 .05 .05
56.0000 I .05 .05 .05 .05 .05
56.2500 i .05 .05 .05 .05 .05
56.5000 I .05 .05 .05 .05 .05
56.7500 I .05 .05 ,05 ,05 .05
57.0000 I .05 .05 .05 ,05 .05
57.2500 I .05 ,05 .05 .05 ,05
57.5000 I .05 .05 .05 .05 .05
57.7500 i .05 .05 .05 .05 .05
58.0000 I .05 .05 .05 .05 .05
58.2500 I .05 .05 .05 .05 .05
58.5000 I .05 .05 .05 .05 .05
58.7500 I ,05 .05 .05 .05 .05
59.0000 I .05 .05 .05 .05 .05
59.2500 I .05 .05 .05 .05 .05
59.5000 I .05 .05 .05 .05 .0`+
59.?500 I .05 .05 .05 ,05 .0`.
60.0000 I .05 .05 .05 .05 .05
60.2500 I .05 .05 .05 .05 .0~+
60.5000 I .05 .05 .05 .05 .0°.
60.7500 I .05 .05 .05 ,05 .0`•
61.0000 I .OS .05 .OS .05 .05
61.2500 I .05 .05 .05 .05 .0~~
61.5000 i .05 .05 .05 .05 .0~
61.7500 I .05 .OS .05 .OS .0`~
62.0000 I .05 .05 .05 .05 .0`~
62.2500 I .05 .05 .05 .05 .0`~
62.5000 I .05 .05 .05 .05 .0`
62.7500 I .05 .05 .05 .05 .0`
63.0000 I .05 .05 ,05 .05 ,0~
63.2500 I .05 .05 .05 ,05 ,0`
63.5000 I .05 .05 .b5 .05 .0~
63.7500 I .05 .05 .05 .05 .09
S/N: EFYXYWGYYNFB Ahalpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Diverted Hydrograph
Name.... ROUTE 10
Page 9.23
Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 .Tag: 1

•
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
------- s time for first value in each row.

64.0000 I
.04 -------
.04 ----------
.04 ----------------
.04 ---------
.04
64.2500 ( .04 .04 .04 .04 .04
64.5000 I .04 .04 .04 .04 .04
64.7500 I .04 .04 .04 .04 .09
65.0000 I .04 .04 .04 .04 .04
65.2500 I .04 .04 .04 .04 .04
65.5000 I .04 .04 .04 .04 .04
65.7500 I .04 .04 .04 .04 .04
66.0000 I .04 .04 .04 .04 .04
66.2500 I .04 .04 .04 .04 .09
66.5000 I .04 .04 .04 .04 .04
66.7500 I .04 .04 .04 .04 .04
67.0000 I .04 .04 .04 .04 .04
67.2500 I .04 .04 .04 .04 .04
67.5000 I .04 .04 .04 .04 .09
67.7500 I .04 .04 .04 .04 .04
68.0000 I .04 .04 .04 .04 .04
68.2500 I .04 .04 .04 .04 .04
68.5000 I .04 .04 .04 .04 .04
68.7500 I .04 .04 .04 .04 .04
69.0000 I .04 .04 .04 .04 .04
69.2500 I .04 .04 .04 .04 .04
69.5000 I .04 .04 .04 .04 .04
69.7500 I .04 .04 .04 .04 .04
70.0000 I .04 .04 .04 .04 .04
70.2500 I .04 .04 .04 .04 .04
70.5000 ( .04 .04 .04 .04 .04
70.7500 I .04 .04 .04 .04 .04
71.0000 I .04 .04 .04 .04 .09
71.2500 I .04 .04 .04 .04 .04
71.5000 I .04 .04 .09 .04 .04
71.7500 I .04 .04 .04 .04 .04
72.0000 I .04 .09 .04 .04 .04
72.2500 I .04 .09 .04 .04 .09
72.5000 ( .04 .04 .04 .04 .04
72.7500 I .04 .04 .04 .04 .09
73.0000 I .04 .04 .04 .04 .04
73.2500 I .04 .04 .04 .04 .04
73.5000 I .04 .04 .04 .04 .04
73.7500 I .04 .04 .04 .04 .04
74.0000 I .04 .04 .04 .04 .04
74.2500 I .04 .04 .04 .04 .04
74.5000 I .04 .04 .04 .04 .09
74.7500 I .04 .04 .04 .04 .04
75.0000 I .09 .04 .04 .04 .04
S/N: EFYXYWGYYNFB Malpase & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Diverted Hydrograph Page 9.24
Name.... ROUTE 10 EveLt: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
•
•
HYDROGRAPH ORDINATES (cfs)
Time I Output Z`ime increment = .0500 hrs
hrs I
---------I- Time on
----------- left represent
-------- s time for first value in each ro~a.

75.2500 I
.04 ------
.0~1 ----------
.04 ---------------------
.04 -----
.0~
75.5000 I .03 .03 .03 .03 .03
75.7500 I .03 .03 .03 .03 ,03
76.0000 I .03 .03 .03 .03 .03
76.2500 I .03 .03 .03 .03 ,03
76.5000 I .03 .03 .03 .03 .03
76.7500 I .03 .03 .03 .03 .03
77.0000 I .03 .03 .03 .03 .03
77.2500 I .03 .03 .03 .03 .03
77.5000 I .03 .03 .03 .03 .03
77.7500 I .03 .03 .03 .03 ,03
78.0000 I .03 .03 .03 .03 .03
78.2500 I .03 .03 .03 .03 .0.3
78.5000 I .03 .03 .03 .03 .03
78.7500 I .03 .03 .03 .03 .03
79.0000 I .03 .03 .03 .03 .03
79.2500 I .03 .03 .03 .03 .03
79.5000 I .03 .03 .03 .03 .03
79.7500 I .03 .03 .03 .03 .03
80.0000 I .03 .03 .03 .03 .03
80.2500 I .03 .03 .03 .03 .03
80.5000 I .03 .03 .03 .03 .03
80.7500 I .03 .03 .03 .03 .03
81.0000 I .03 .03 .03 .03 .03
81.2500 i .03 .03 .03 .03 .03
81.5000 I .03 .03 .03 .03 .03
81.7500 I .03 .03 .03 .03 .03
82.0000 I .03 .03 .03 .03 .03
82.2500 I .03 .03 .03 ,03 .03
82.5000 I .03 .03 .03 .03 .03
82.7500 I .03 .03 .03 .03 .03
83.0000 I .03 .03 .03 .03 .03
83.2500 I .03 .03 .03 .03 .03
83.5000 I .03 .03 .03 .03 .03
83.7500 I .03 .03 .03 .03 .03
84.0000 I .03 .0.3 .03 .03 .03
84.2500 I .03 .03 .03 .03 .03
84.5000 I .03 .03 .03 .03 .03
84.7500 I .03 .03 .03 .03 .03
85.0000 I .03 .03 .03 .03 .03
85.2500 I .03 ,03 .03 .03 .03
85.5000 I .03 .03 .03 .03 .03
85.7500 I .03 .0:3 .03 .03 .03
86.0000 I .03 .03 .03 .03 .03
86.2500 I .03 .03 .03 .03 .03
S/N: EFYXYTNGYYNFB Nalpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Diverted Hydrograph
Name.... ROUTE 10
•
•
C7
Page 9.25
Event: 1 yr
File.... M:\Haestad\PondPack\P700-794\p776-Brookstone\p776-pond2.ppw
Storm... 1 Tag: 1
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents time
---------- for first value in each row.

86.5000 I
.03 ----------
,03 ---
.03 ----------------
.03 ----------
.03
86.7500 I .03 .03 .03 .03 .03
87.0000 I .03 .03 .03 .03 .03
87.2500 I .03 .03 .03 .03 .03
87.5000 I .03 .03 .03 .03 .03
87.7500 I .03 .03 .03 .03 .03
88.0000 I .03 .03 .03 .03 .02
88.2500 I .02 .02. .02 .02 .02
88.5000 I .02 .02. .02 .02 .02
88.7500 I .02 .02 .02 .02 .02
89.0000 I .02 .02. .02 .02 .02
89.2500 I .02 .02 .02 .02 .02
89.5000 I .02 .02 .02 .02 .02
89.7500 I .02 .02 .02 .02 .02
90.0000 I .02 .02 .02 .02 .02
90.2500 I .02 .02 .02 .02 .02
90.5000 I .02 .02 .02 .02 .02
90.7500 I .02 .02 .02 .02 .02
91.0000 I .02 .02 .02 .02 .02
91.2500 I .02 .02 .02 .02 .02
91.5000 I .02 .02. .02 .02 .02
91.7500 I .02 .02 .02 .02 .02
92.0000 I .02 .02 .02 .02 .02
92.2500 I .02 .02 .02 .02 .02
92.5000 I .02 .02 .02 .02 .02
92.7500 I .02 .02 .02 .02 .02
93.0000 I .02 .OZ ,02 .02 .02
93.2500 I .02 .02 .02 .02 .02
93.5000 I .02 .02 .02 .02 .02
93.7500 I .02 .02 .02 .02 .02
94.0000 I .02 .02 .02 .02 .02
94.2500 I .02 .02 .02 .02 .02
94.5000 I .02 .02 .02 .02 .02
94.7500 I .02 .02 .02 .02 .02
95.0000 I .02 .02 .02 .02 .02
95.2500 I .02 .02 .02 .02 .02
95.5000 I .02 .02 .02 .02 .0?_
95.7500 I .02 .02 .02 .02 .02
96.0000 I .02 .02 .02 .02 .02
96.2500 I .02 .02 .02 .02 .02
96.5000 I .02 .02 .02 .02 .02
96.7500 I .02 .02 .02 .02 .02
97.0000 I .02 .02 .02 .02 .02
97.2500 I .02 .02 .02 .02 .02
97.5000 I .02 .02 .02 .02 .02
S/N: EFYXYWGYYNFB Malpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

Type.... Diverted Hydrograph
Name.... ROUTE 10
•
Page 9.26
Event: 1 yr
File.... M:\Haestad\PondPack\P700-799\p776-Brookstone\p776-pond2.ppw
HYDROGRAPH ORDINATES (cfs)
•
•
Time ~ Output Time increment = .0500 hrs
hrs I
---------I- Time on
----------- left represents
------------ time for first value in each row.

97.7500 i
.02 ---
.02. ----------
.02 ---------------
.02 ----------
.02
98.0000 I .02 .O1 .O1 .O1 .O1
98.2500 I .Ol .01 .O1 .O1 .O1
98.5000 ( .01 .O1 .O1 .O1 .O1
98.7500 I .Ol .0]. .O1 .O1 .01
99.0000 I .Ol .01. .O1 .O1 .O1
99.2500 I .01 .01 .O1 .O1 .01
99.5000 I .O1 .0]. .O1 .O1 .Ol
99.7500 I .01 .01. .01 .O1 .O1
100.0000 I .01
S/N: EFYXYWGYYNFB
PondPack (10.00.016.00)
Malpass & Associates
9:10 AM
5/30/2006

Appendix A
.,
Index of Starting Page Numbers for ID Names
A-1
----- H -----
HYD QUEUE 10 1... 3.01
----- O -----
OUT 10 1... 4.01
----- P -----
POND 10... 7.01,
POND 10 IN
POND 10 OUT
9.06, 9.07
POND 2 OUTLET...
•

9.01
1... 9.04
1... 5.01, 6.01,
8.01, 8.04, 8.13
----- R -----
ROUTE 10 1... 9.17
----- W -----
Watershed... 1.01, 2.01, 2.02, 2.U3
S/N: EFYXYWGYYNFB I~alpass & Associates
PondPack (10.00.016.00) 9:10 AM 5/30/2006

•
SUMMARY
•
•

Summary
POND 1
The predevelopment peak runoff flow for Pond 1 was 27.3 cfs. The ur_detained
runoff after development is 12.5 cfs and the peak release rate from the detention pond is
14.17 cfs. The post-devel~~pment peak has been reduced to a level below the f~re-
development rate.
The detention plan utilizes a wet pond for nutrient and sediment removal and
additional dry area for de :ention of the 10-year storm. Release is controlled boa 24"
CMP riser with an 18" culvert discharging into the existing ditch. A 1.5" orifice is
located in the riser to release of the 1-year storm for an extended period'.: of approximately
2.5 days.
POND 2
The predevelopment peak runoff flow for Pond 1 was 37.11 cfs.. The tndetained
runoff after development is 22.4 cfs and the peak release rate from the detention pond is
14.64 cfs. The post-development peak has been reduced to a level below the pre-
development rate.
. The detention plan utilizes a wet pond for nutrient and sediment, remo~~al and
additional dry area for de#ention of the 10-year storm. Release is controlled b_~ a 24"
CMP riser with an 18" culvert discharging into the existing ditch. A 1.75" orifice is
located in the riser to release of the 1-year storm for an extended period of approximately
2.5 days.
~J

•
•
APPENDIX

i

c~ s~s~z

(a
I
~~~.!
.I,
~~;i
~~~~~r
i~
~;,,
j~ ~; ~ ~ ,:
~l ~~ i~ kl
I~il~~il~l~ I i If~I~Vii.~. ~i~~:i~I~~~~~i~~~P~~Uri~ixv~i,,_~._~Y I .~ .._..I
~~
eo
1,.9
h. _,
~ ~h`1 "~ 1~1 a~~
....
. _.....
c.~ ~~,I~ aF _ _.~._._ , . _~_.--,_ ~
(^I ~-~.~ ~.p. I~I c~~ I :111 ~~ ;
c~i
~r! ~
~,..
~~ .~r~
'~i~~ ~ ,~ ~~~~
r- ~ ~', ''~~ ?.
1J 9, ~ ~ ~+J',, ~~
~, .. ~ 1 ~~( r -
~~! iii ~,~ ~
~l~ ~~ 1P , ~ r,~ ~ ~ ~~
~. ~~ ~l~ ~~~ .u ~ .+ s~i
~~~ ~~ ~. ~ 1 ~r~
~`~
,~,
~~,
u
n
I
~,..
o",!
d
~,.,.
~~
• _ _ Tarr

•

DRAINAGE
AREA
MAP
•