SW6111206_HISTORICAL FILE_20130122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_4�1�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
�'� r492
YYYYMMDD

ENGINEERING • SURVEYING • DESIGNING -DRAFTING
Larry King & Associates R.L.S., P.A.
Post Office Box 53787 •1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
[phone] • Fax: [phone]
January 16, 2012 www.LKandA.com
Robert D. Patterson, PE.
Environmental Engineer
Wetlands and Stormwater Branch
NCDI?NR
512 North Salisbury St.
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Stormwater permit No. SW6111206 Revisions
Northgate NC 24-87
High Density Commercial Infiltration Basin
Harnett County
Dear Mr. Patterson:
want to thank you for your help to revise the stormwater permit far Northgate.
I have enclosed the following:
$505.00 Check for Application fee
Stormwater application form orig. and copy
2 copies deeds with recorded plat
Fligh Density Commercial Subdivision Deed restriction orig and copy
Infiltration Basin O&M Agreement orig and copy
Infiltration Basin Supplement orig copy
2 WQV talc
2 Pond 1 Rout
2 Pond 2 Rout
2 Pond 2 Draw down
2 folded plans
You already have quad map, soils ect., on File.
Robert please tail me on my cell for any needed changes on our permit revision so we want hold
the process.
Again thanks for ),our help. D��1]
Sincerely,
, JAN22 2013 J
'1-1102S. Speight Pit PLS
QU
Larry King &Associates R. L. S., P. A.,,,,�
Cc; Larry Butler, Developer Representative

I
a
Northgate updated January 9. 2013 lots 5A 5B 5C
Refalqc ual
Drainage area sq ft= 4965921 Ac= 1 T.'4002
Impervious area sq t 351524.8 Ac= 81.06997
Percent impervious= 70.78735
1year 24 hr rainfall depth inche: 3.2 Fay Area
1year 24 hr rainfall intensity In1l 0.133333
Rat C pre dev= 0.22
Rat C post dev= 6.65
0 1 year pre cfs= 0.334406
Q I year post cfs= 0,988017
110 year inthr =
125 year in/hr = 8,136
1100 year In/hr = 9,432
0 10 cis= 53.35294
Q 25 cfs= 60.28882
Q 100 Cfs= 69.89235
WQV Wafer Volume
quality q
Fay Standard Tc=10 min
7- i-..� 21325 i;'.

r
,�un�nqn1�rirrrrr,
SEAL
HRM ROUTING METHOD
: 20234 : -
PIPES, WEIR, RISER
BARREL
i
� • / -
Pond 1 Updated Northgate Q100 January 9, 2013
'
%�o'"'�FNGINE
•;
S
��
SP
. .. ....... .. .:.:. .:.. .. ..
Given In uts ::
--T'_----- ..w-c. u.. .Y
'-`
ui.. ,.-.-,:".-_.v -r s�-w.=.cnuSx a1�.:yw� i"ll I Ins+
w�
QP=(cfs)
32.63
0.75
Estimated iioiumc
of Runnoff
cu ft_
Tp(minN .
..18.00
GE (ft)
4.71
345.71 ft sVoE39QpTp�--�
{ )
-_-�,
�-_ •��?� �L �,�
Volume runaFF'cu ft�_
'�" "48 984`���_.
,��
bolume'stota e_cu=ft ---
"46195_r` 11
ks=
4450.00
1,- ...
....1.51
N=
1.00
LW=s
0.00
NR= 0.00
NB=
O.CO
Cd=
0.59
CUV=
3.00
CWR= 3.30
CB=
0.59
D(in)=
4.00
ZW=,
5.50
DR=(ft: .2.00
DB=(ft)
0.33
Z(ft)=
1.25
(diameter)
EB=(ft)
3.00
ER=(ft) 3.25
CDR= 0.59
TIME
INFLOW STAGE STOFRAG OUTFLOVW +~[�L1�ERT �1fllEft� Ri9�RBARRE*I
atis
min
. ' tfs
ft
- r ft
,' CfS MU6lR.DI�a
cf x
0.00
0.00
0.00
:. 0.00
0.00
0.00 0.00
0.00
0.00
0.00
1.00
0.25
0.00
0.00
0.00
0-00 0.00
0.00
0.00
0.00
2.00
0.98
0.02
14.87
0.00
0.00 0.00
0,00
0.00
0.00
3.00
2.19
0.07
73.91
0.00
0.00 0.00
0.00
0.00
0,00
4.00
3.82
0.13
205.05
0.00
0.00 0.00
0.00
0,00
0,00
5.00
5.83
0.21
434.07
0.00
0.00 0.00
0.00
0.00
000
6.00
8.16
0.32
783.75
0.00
0.00 0.00
0,00
0.00
0.00
7.00
10.73
0.44
1,273.20
0.00
0.00 0.00
0.00
0.00
0,00
8.00
13.48
0.57
1,917.30
0.00
0.00 0,00
0,00
0.00
0,00
9.00
16.32
0.72
4726.21
0.00
0.00 0.00
0.00
0,00
0,00
10.00
19.15
0.89
3,705.11
0.00
0.00 0.00
0,00
0,00
0,00
11.00
21.90
1.06
4,854.00
0.00
0.00 0,00
0,00
0.00
0.00
12.00
24.47
1.24
6,167.70
0.00
0.00 0.00
0.00
.0.00
0.00
13.00
26.80
1.43
7,636.05
0.07
0.07 0.00
0.00
0.00
0.00
14.00
28.81
1.62
9,240.15
0.19
0.19 0.00
0.00
0.00
0.00
15.00
30-44
1.82
10,957.71
0-26
0.26 0,00
0.00
0.00
0.00
16.00
31.65
2,01
12,768.72
0.32
0.32 0.00
0.00
0.00
0.00
17.00
32.38
2.20
14,648-42
0,37
0.37 0.00
0.00
0.00
0.00
18-00
32.63
2.39
16,569.42
0.41
0.41 0.00
0.00
0.00
0.00
19.00
32.38
2.57
18,502.82
0,44
0.44 0.00
0.00
0.00
0.00
20.00
31.65
2.74
20,419.17
0.48
0,48 0.00
0.00
0.00
0.00
21,00
30.44
2.91
22,289.43
0.50
0.50 0.00
0.00
0.00
0.00
22,00
28.81
3.06
24,085.87
0.53
0.53 0.00
0.00
0.00
0.00
23.00
26.90
3,20
25,782.93
0.55
0.55 0.00
0.00
0.00
0.00
24.00
25.02
3.33
27,363.65
0.57
0.57 0.00
0.00
0.00
0,00
25.00
23.28
3.45
28,830.77
0.59
0.59 0.00
0.00
0.00
0.00
26.00
21,66
3,55
30,192,24
0.60
0.60 0,00
0.00
0.00
0.00
27.00
20.15
3.65
31,455.48
0.62
0.62 0.00
0.00
0.00
0.00
28.00
18.74
3.74
32,627.36
0.63
0.63 0.00
0.00
0.00
0.00
29.00
17.44
3.82
33,714.28
0.64
0.64 0.00
0.00
0,00
0.00
30.00
16.22
3.90
34,722.17
0.65
0.65 0.00
0.00
0.00
0.00
31.00
15.09
3.97
35,656.57
0.66
0.66 0.00
0.00
0,00
0.00

32,00
14.04
4.03
36,522,61
0.67
0.67
0.00
0.00
0.00
0.00
33.00
13.06
4.09
37,325.06
0.67
0.67
0.00
0.00
0.00
0.00
34.00
12.15
4.14
38,068.36
0,68
0.68
0.00
0.00
0.00
0.00
35.00
11.31
4.19
38,756.66
0.69
0.69
0.00
0.00
0.00
0.00
36.00
10.52
4.24
39.393.77
0.69
0.69
0.00
0.00
0.00
0.00
37.00
9.79
4.28
39,983.29
0.70
0.70
0.00
0.00
0.00
0.00
38.00
9.10
4.32
40,528.52
0.70
0.70
0.00
0.00
0.00
0.00
39.00
8.47
4.35
41,032.57
0.71
0.71
0.00
0.00
0,00
0.00
40.00
7.88
4.39
41,498.30
0.71
0.71
0.00
0.00
0.00
0.00
41,00
7.33
4.42
41,928.39
0,71
0.71
0.00
0.00
0.00
0.00
42.00
6.82
4,44
42,325.33
0,72
0.72
0.00
0,00
0.00
0.00
43.00
6.34
4.47
42,691.42
0.72
0.72
0,00
0.00
0.00
0.00
44.00
5.90
4.49
43,028.83
0.72
0,72
0.00
0.00
0.00
0.00
45.00
5.49
4.51
43,339.54
0,73
0.73
0.00
0.00
0.00
0.00
46.00
5.11
4.53
43,625.44
0.73
0.73
0.00
0.00
0.00
0.00
47.00
4.75
4.55
43,888.23
0.73
0.73
0.00
O.OG
0.00
0.00
48.00
4.42
4,57
44,129.55
0.73
0.73
0.00
0.00
0.00
0.00
49.00
4,11
4.58
44,350.88
0.73
0.73
0.00
0.00
0.00
0.00
50.00
3,83
4.60
44,553.63
0.74
0.74
0.00
0.00
0.00
0,00
51.00
3,56
4.61
44,739.0B
0.74
0.74
0A0
0,00
0.00
0.00
52.00
3,31
4.62
44,908.44
0.74
0.74
0.00
0.00
0.00
0.00
53.00
3.08
4.63
45,062.84
0.74
0.74
0,00
0.00
0,00
0.00
54.00
2.87
4.64
45,203.33
0.74
0.74
0,00
0.00
0.00
0.00
55.00
2.67
4.65
45,330.87
0.74
0.74
0,00
0,00
0.00
0.00
56.00
2.48
4.66
45,446.36
0.74
0.74
0.00
0.00
0,00
0.00
57,00
2.31
4.67
45,550.65
0.74
0.74
0.00
0.00
0.00
0.00
58.00
2.15
4.67
45,644.52
0.74
0.74
0.00
0,00
0,00
0.00
59.00
2.00
4.68
45,728.70
0.75
0.75
0.00
0.00
0.00
0.00
60.00
1.86
4.68
45,803.86
0,75
0.75
0.00
0.00
0,00
0.00
61,00
1.73
4.69
45,870.63
0.75
0.75
0.00
0.00
0.00
0.00
62.00
1.6i
4.69
45,929.61
0J5
0,75
0.00
0.00
0.00
0,00
63.00
1.50
4.70
45,981.32
0.75
0.75
0,00
0.00
0.00
0.00
64.00
1.39
4.70
46,026.29
0.75
0.75
0.00
0.00
0.00
0.00
65.00
1.30
4.70
46,064.99
0.75
0.75
0,00
0.00
0.00
0.00
66.00
1.20
4.70
46,097.84
0.75
0.75
0.00
0.00
0,00
0.00
67.00
1.12
4,71
46,125.27
0.75
0.75
0.00
0,00
0,00
0.00
68.00
1.04
4.71
46,147.64
0.75
0.75
0.00
0.00
0,00
0.00
69.00
0.97
4.71
46,165.32
0.75
0.75
0.00
0.00
0,00
0.00
70.00
0.90
4.71
46,178.63
0.75
0.75
0.00
0.00
0.00
0.00
71.00
0.84
4.71
46,187.88
0,75
0.75
0.00
0.00
0.00
0.00
72.00
0.78
4.71
46,193-35
0.75
0.75
0.00
op
0.00
0.00
73.00
0.73
4.71
46,195.31
0.75
0.75
0.00
0.00
0.00
0,00
74.00
0.68
4,71
46,194.00
0.75
0.75
0.00
0.00
0.00
0,00
75.00
0.63
4.71
46,189.65
0.75
0.75
0.00
0.00
0.00
0.00
76.00
0.59
4.71
46,182.48
0.75
0.75
0,00
0.00
0.00
0.00
77.00
0,54
4.71
46,172.68
0.75
0.75
0.00
0.00
0.00
0.00
78.00
0.51
4.71
46,160.44
0.75
0.75
0.00
0.00
0.00
0.00
79.00
0.47
4.71
46,145.93
0.75
0.75
&00
0.00
OM
0.00
80.00
0.44
4,71
46,129.31
0.75
0.75
0.00
0.00
0,00
0.00
81.00
0.41
4.70
46,110.72
0.75
0.75
0.00
0.00
0.00
0.00
82,00
0.38
4.70
46,090.32
0.75
0.75
0.00
0.00
0.00
0,00
83.00
0.35
4.70
46,068.21
0.75
0.75
0.00
0.00
0.00
0.00
84.00
0.33
4.70
46,044.53
0.75
0.75
0.00
0.00
0.00
0.00
85.00
0.31
4.70
46.019.39
0.75
0.75
0.00
0.00
0.00
0.00
86.00
0.28
4.70
45,992.88
0.75
0.75
0.00
0.00
0.00
0.00
87.00
0.26
4.69
45,965.11
0.75
0.75
0.00
0.00
0.00
0.00
88.00
0.25
4.69
45,936.17
0.75
0,75
0.00
0.00
0.00
0.00

89.00
0.23
4.69
45,906.13
0,75
0.75
0.00
0.00
0.00
0.00
90.00
0.21
4.69
45,875.08
0.75
0.75
0.00
0.00
0.00
0.00
91.00
0.20
4.69
45,843.08
0.75
0.75
0.00
0.00
0.00
0.00
92.00
0.18
4.68
45,810.21
0.75
0.75
0.00
0.00
0.00
0.00
93.00
0.17
4.68
45,776.53
0.75
0.75
0.00
0.00
0.00
0.00
94.00
0.16
4.68
45,742.09
0.75
0.75
0,00
0.00
0.00
0.00
95.00
0.15
4.68
45,706.95
0.74
0.74
0.00
0.00
0.00
0.00
96.00
0.14
4.67
45,671.17
0,74
0.74
0.00
0.00
0.00
0.00
97.00
0.13
4.67
45,634.77
0.74
0,74
0.00
0.00
0.00
0.00
98.00
0,12
4.67
45,597.82
0,74
0.74
0.00
0.00
0.00
0,00
99.00
0.11
4.67
45,560.35
0.74
0.74
0.00
0.00
0.00
0,00
100.00
0.10
4.66
45,522.39
0,74
0.74
0.00
0.00
0.00
0.00
101.00
0.10
4.66
45,483.99
0,74
0.74
0.00
0.00
0.00
0.00
102.00
0.09
4.66
45,445.18
0.74
0.74
0.00
0.00
D.00
0,00
103.00
0.08
4.66
45,405.98
0.74
0.74
0.00
0.00
0.00
0,00
104.00
0.08
4.65
45,366.42
0.74
0.74
0.00
0.00
0.00
0.00
105.00
0.07
4.65
45,326.54
0,74
0.74
0.00
0.00
0.00
0.00
106.00
0.07
4.65
45,286.35
0.74
0.74
0.00
0.00
0.00
0,00
107.00
0.06
4.65
45,245.88
0.74
0.74
0.00
0.00
O.DO
0.00
108.00
0,06
4.64
45,205.14
0.74
0.74
0.00
0.00
0.00
0.00
109.00
0.05
4.64
45.164.17
0.74
0.74
0.00
0.00
0.00
0.00
110.00
0.05
4.64
45,122.97
0.74
0.74
0.00
0.00
0.00
0.00
111,00
0.05
4.63
45,081.56
0.74
0.74
0.00
0.00
0.00
0.00
112.00
0.04
4.63
45,039.97
0.74
0.74
0.00
0.00
0.00
0.00
113.00
0.04
4.63
44,998.19
0,74
0.74
0.00
0.00
O.OD
0.00
114.00
0.04
4.63
44,956.26
0.74
0.74
0.00
0.00
O.OD
0.00
115.00
0.03
4.62
44,914.18
0.74
0.74
0.00
0.00
O.OD
0.00
116.00
0,03
4.62
44,871.96
0.74
0.74
0.00
0.00
0.00
0.00
117.00
0.03
4.62
44,829.61
0,74
0.74
0.00
0.00
0,00
0.00
118.00
0.03
4.61
44,787.15
0.74
0.74
0.00
0.00
0.00
0,00
119.00
0.03
4.61
44,744.58
0,74
0.74
0.00
0.00
0.00
0.00
120.00
0.02
4.61
44,701.91
0.74
0.74
0.00
0.00
0.00
0.00
121.00
0.02
4.61
44,659.15
0,74
0,74
0.00
0.00
0.00
0.00
122.00
0.02
4.60
44.616.31
0.74
0.74
0.00
0.00
0.00
OM
123.00
0.02
4.60
44,573.40
0.74
0.74
0.00
0.00
0.00
0,00
124.00
0.02
4.60
44.530.42
0.74
0.74
0.00
0.00
• 0.00
0.00
125.00
0.02
4.59
44,487.38
0.74
0.74
0.00
0.00
0.00
0.00
126.00
0.02
4.59
44,444.28
0.73-
0.73
0.00
0.00
0.3D
0.00
127.00
0.01
4.59
44,401.13
0.73
0.73
0.00
0.00
0.00
0.00
128.00
0.01
4.58
44,357.94
0.73
0.73
0.00
0.00
0.00
0.00
129.00
0.01
4.58
44,314.70
0.73
0.73
0.00
0.00
0.00
0.00
130,00
0.01
4.58
44,271.43
0.73
0.73
0.00
0.00
0.00
0.00
131.00
0.01
4.58
44,228.12
0.73
0.73
0,00
0.00
0.00
0.00
132M
0,01
4,57
44,184.79
0.73
0.73
0,00
0.00
0.00
0.00
133.00
0.01
4,57
44,141.43
0,73
0.73
0.00
0.00
0.00
0.00
134.00
0.01
4.57
44,098.05
0.73
0.73
0.00
0.00
0.00
0.00
135.00
0.01
4.56
44,054.65
0.73
0.73
0.00
0.00
0.00
0.00
136.00
0.01
4.56
44,011,23
0.73
0.73
0.00
0.00
0.00
0.00
137.00
0.01
4.56
43,967.80
0.73
0.73
0.00
0.00
0.00
0,00
138.00
0.01
4.56
43,924.36
0.73
0.73
0.00
OM
0,00
0.00
139.00
0,01
4.55
43,880.91
0.73
0.73
0.00
0,00
0.00
0.00
140.00
0,01
4.55
43,837,45
0.73
0.73
0.00
0.00
0,00
0.00
141.00
0.01
4.55
43,793,99
0.73
0.73
0.00
0.00
0,00
O.00
142.00
0.00
4.54
43,750,52
0.73
0.73
0.00
0.00
0,00
0.00
143.00
0.00
4.54
43,707.05
0.73
0.73
0.00
0.00
0.00
0.00
144.00
0.00
4.54
43,663.58
0.73
0,73
0.00
0.00
0.00
0.00
145.00
0.00
4.53
43,620.12
0.73
0.73
0.00
0.00
0.00
0.00

146.00
0,00
4.53
43,576.66
0.73
0.73
0.00
0.00
0.0o
0.00
147.00
0.00
4.53
43,53320
0.73
0.73
0.00
0.00
0.00
0.00
148.00
0.00
4.53
43,489.74
0.73
0.73
0.00
0.00
0,00
0.00
149.00
0.00
4.52
43,44630
073
0.73
0,00
0.00
0.00
0.00
150.00
0.00
4,52
43,402.86
0.73
0.73
0.00
0.00
0.00
0.00
151,00
0.00
4.52
43,359.43
0.73
0.73
0.00
0.00
0.00
0.00
152.00
0.00
4.51
43,316.01
0.73
0.73
0.00
0.00
0,00
0.00
153.00
0.00
4,51
43,272.60
0.73
0.73
0.00
0.00
0,00
0,00
154.00
0,00
4.51
43,229.19
0.73
0.73
0.00
0.00
0.00
0.00
155.00
0.00
4.50
43,185.81
0.72
0.72
0,00
0.00
0.00
0.00
156,00
0.00
4.50
43,142.43
0,72
0.72
0.00
0.00
0.00
0.00
157.00
0.00
4.50
43,099.07
0.72
0.72
0.00
0.00
0.00
0.00
158.00
0,00
4.50
43,055.72
0.72
0.72
0.00
0.00
0,00
0.00
159.00
0.00
4.49
43,012.38
0.72
0.72
0.00
0.00
0,00
0.00
160-00
0.00
4.49
42,969.06
0.72
0.72
0.00
0.00
0,00
0.00
161.00
0.00
4.49
42,92576
072
0.72
0.00
0.00
0.00
0.00
162.00
0.00
4.48
42,882.46
0.72
0.72
0.00
0.00
0.00
0.00
163.00
0.00
4.48
42,839,19
0.72
0.72
0.00
0.00
0.00
0.00
164.00
0.00
4.48
42,795.93
0.72
0.72
0.00
0.00
0.00
0.00
165.00
0.00
4.47
42,752,69
0.72
0.72
0.00
0.00
0.00
0.00
166.00
0.00
4.47
42,709,47
0.72
0.72
0.00
0.00
0.00
0.00
167.00
0.00
4.47
42,666.26
0,72
0.72
0.00
0.00
0.00
0.00
168.00
0,00
4,47
42,623,07
0.72
0.72
0.00
0.00
0.00
0,00
169.00
0.00
4.46
42,579.90
0.72
0.72
0.00
0.00
0.00
0.00
170.00
0.00
4.46
42,536.74
0.72
0.72
0,00
0.00
0.00
0.00
171.00
0.00
4.46
42,493.61
0.72
0.72
0,00
0,00
0.00
0.00
172.00
0.00
4.45
42,450.49
0.72
0.72
0.00
0.00
0.00
0,00
173.00
0.00
4.45
42,407.39
0.72
0.72
0.00
0.00
0,00
[),Do
174.00
0.00
4.45
42,364.31
0.72
0.72
0.00
0.00
0.00
0.00
175.00
0.00
4.44
42,32125
0.72
0.72
0.00
0.00
0.00
0.00
176.00
0.00
4.44
42,278.21
0.72
0.72
0,00
0.00
0.00
0.00

TH c
HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL Sp
Pond 2 Updated Nortrhgate 0100 January 9, 2013
g
�yen n uts. p: �p
QP=(cfs), i 38.04 0.00 Fstimafed
TP(!rin)=! 18.00 2.98 340.98ft
dT(m in)= 1.00r
ks= 12W,00
b= 1.37
N= 0.00 LW-i 0.00 NR= 0.00 NB= 0.00
Cd= 0.59 Cw= 3.00 CWR= 3.30 CB= 0.59
D(i - n)= 4.00 ZVV= 5.50 DR=ft .2.00 DB=(ft) 0.33
Z(fl)= 1.25 (diameter) EB=(ft) 3.00
ER=(ft).3.25
CDR= 0.59
TIME'INFLOW STAGE ti,W RT Rl-
R 733 .4.0� ,BARREL
mhl':- cfs�` �cf S.i fsM, . NOW
0.00 0.00 0.00':
- b.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
2.00 1.15 0.01 17.34 0.00 0.00 0.00 0,00 0,00 0.00
3.00 2.55 0.03 86.16 0.00 0.00 0.00 0.00 0.00 0,00
4.00 4.45 0.05 239.05 0.00 0.00 0.00 0.00 0.00 0.00
5.00 6.79 0.09 506.04 0.00 0.00 0.00 0.00 0.00 0.00
6.00 9.51 0.15 913.69 0.00 0.00 0.00 0.00 OM 0,00
7.00 12.51 0.21 1,484.29 0.00 0.00 0.00 0.00 0.00 0.00
8,00 15.72 0.28 2,235.18 0.00 0.00 0,00 0.00 0,00 0.00
9,00 19.02 0.36 3,178.21 0.00 0,00 0.00 0.00 0.00 0.00
10.00 22.32 0.45 4,319A1 0.00 0.00 0.00 0.00 0.00 0.00
11.00 25.53 0.55 5,658.78 0.00 0.00 0.00 0.00 0.00 0.00
12.00 28.53 0.65 7.19029 0.00 0.00 0.00 0,00 0,00 0.00
13.00 31.25 0.77 8,902.09 0.00 0.00 0.00 0,00 0.00 0'00
14.00 33.59 0,88 10,776.84 0,00 0,00 0,00 0,00 0.00 0.00
15.00 35,49 1.00 12,792,25 0.00 0.00 0,00 0,00 0.00 0.00
16.00 36.89 1,12 14,921.76 0.00 0.00 0,00 0.00 0.00 0.00
17.00 37.75 1.23 17,135.34 0.00 0.00 0.00 0.00 0.00 0.00
18.00 38.04 1.35 19,400.40 0.00 D.00 0.00 0.00 0.00 0.00
19.00 37.75 1,47 21,6B2.80 0.00 0.00 0.00 0.00 0'00 0.00
20.00 36.89 1.58 23,947.86 D.00 0.00 0.00 0.00 0.00 0.00
21.00 35.49 1.68 26,161.44 0.00 0.00 0.00 0.00 0.00 0.00
22.00 33.59 1.78 28,290.95 0.00 0.00 0.00 0.00 0,00 0.00
23,00 31.36 1.87 30,30636 0.00 0,00 0.00 0.00 0.00 0.00
24.00 29A7 1.95 32,187.71 0.00 0.00 0.00 0.00 0.00 0.00
25.00 27.14 2.03 33,937.98 0.00 0.00 0.00 0.00 0.00 0.00
26.00 25.25 2.10 35,566-30 0.00 OM 0.00 0.00 0.00 0.00
27.00 23.49 2,17 37,031.16 0,00 0.00 0.00 0,00 0.00 0.00
28.00 21.85 2,23 38,490.48 0,00 0.00 0.00 0.00 0.00 0.00
29.00 20,33 2,28 39,801 .60 0,00 0.00 0.00 0,00 0.00 0.00
30.00 18.91 2,33 41,021.36 0.00 0.00 0,0D 0,00 0.00 0.00
.31.00 17.60 2.38 42,156.14 0.00 0.00 0.00 0.00 0.00 0.00

32,00
16,37
2,42
43,211.85
0.00
0.00
0,00
0.00
0,00
0.00
33.00
15,23
2,46
44,194.00
0.00
0.00
0.00
0,00
0,00
0.00
34.00
14.17
2.50
45,107 73
0.00
0.00
0.00
Mo
0.00
0.00
35,00
13.18
2.54
45,957.78
0.00
0.00
0.00
0,00
0A0
0.00
36.00
1226
2.57
46748.61
0.00
0.00
0.00
0,00
0.00
0.00
37.00
11.41
2,60
47,484.34
0.00
0.00
0.00
0.00
0.00
0.00
38.00
10.61
2.62
48,168.80
0.00
0.00
0.00
0.00
0.00
0.00
39.00
9.87
2.65
48,805,58
0.00
0.00
0.00
0,00
0,00
0.00
40.00
9.19
2.67
49,397,98
O.00
0.00
0.00
0.00
0.00
0.00
41.00
8.55
2,69
49,949.11
0.00
0.00
0.00
0,00
0.0o
0.00
42,00
7.95
2,71
50,461.84
0.00
0.00
0.00
0,00
0.00
0.00
43,00
7.40
2,73
50,938.85
0.00
0.00
0,00
0,00
0.00
0.00
44,00
6.88
2.75
51.382.61
0.00
0.00
0.00
0,00
0.00
0.00
45,00
6.40
2.77
51,795.46
0.00
0.00
O.00
0,00
0.00
0.00
46.00
5.96
2.78
52,179.55
0.00
0.00
0.00
0.00
0.00
0.00
47.00
5.54
2.80
52,536.87
0.00
0,00
0.00
0.00
0.00
0.00
48,00
5.15
2.81
52,86929
0.00
0.00
0.00
0.00
0.00
0.00
49.00
4.80
2.82
53,178.56
0.00
0.00
0.00
0.00
0.0o
0.00
50.00
4.46
2.83
53,466.27
0.00
0.00
0.00
0.00
0,00
0.00
51.00
4.15
2.84
53,733.94
0,00
0.00
0.00
0.00
0.00
0.00
52.00
3.86
2,85
53,982.96
0,00
0.00
0.00
0.00
OAO
0.00
53.00
3.59
2,86
54.214,63
0,00
0.00
0.00
OM
0,00
0.00
54.00
3.34
2.87
54,430.15
O.Oo
0.00
0.00
0.00
0.00
0.00
55.00
3.11
2.88
54,630.66
0.00
0.00
0.00
OM
0,00
0.00
56.00
2.89
2.88
54,817.20
0.00
0.00
0.00
0,00
0.00
0.00
57.00
2.69
2.89
54,990.74
0.00
0.00
0.00
0.00
0.00
0.00
58M
2.50
2.90
55,152.19
0.00
0.00
0.00
0,00
0,00
0.00
59.00
2.33
2.90
55,302.39
0.00
0.00
0.00
0.00
0.00
0.00
60.00
2.17
2.91
55,442.13
0.00
0.00
0,00
0.00
Mo
0.00
61.00
2.02
2.91
55,572.13
0.00
0.00
0,00
0.00
0.00
0.00
62.00
1.88
2.92
55,693.07
0.00
0.00
0.00
0.00
0.00
0.00
63.00
1.74
2.92
55,805.58
0,00
0.00
0.00
0.00
0.00
0.00
64.00
1.62
2,93
55,910.26
0.00
0.00
0.00
0.00
0.00
0.00
65.00
1.51
2.93
56,007.64
0.00
0.00 .
0.00
0.00
0.00
0.00
65.00
1.40
2.93
56,098.23
0.00
0,00
0.00
0.00
0.00
0.00
67,00
1.31
2.94
56,182,52
0.00
0.00
0.00
0,00
0.00
0.00
68.00
1,22
2.94
56,260.93
0.00
0.00
0.00
0,00
0.00
0.00
69.00
1.13
2.94
56,333.88
0,00
0.00
0.00
0.00
0.00
0.00
70.00
1.05
2.94
56,401.74
0.00
0.00
0.00
0.00
0.00
0.00
71.00
0.98
2.95
56,464.88
0.00
0.00
0,00
0.00
0.00
0.00
72.00
0.91
2.95
56,523.62
0.00
0.00
0.00
0.00
0.00
0.00
73.00
0.85
2.95
56,578 26
0.00
0.00
0.00
0.00
0.00
0.00
74.00
0.79
2.95
56,629.10
0.00
0.00
0.00
0.00
0.00
0.00
75.00
0.73
2.95
56,676,40
0.00
0.00
0.00
0.00
000
0.00
76.00
0.68
2.96
56, 720.40
0.00
0.00
0.00
0.00
0.00
0.00
77.00
0.63
2.96
56,761.33
0.00
0.00
0.00
0.00
0.00
0,00
78.00
0.59
2.96
56,799.41
0.00
0.00
0.00
0.00
0.00
Mo
79,00
0.55
2.96
56,834.84
0.00
0.00
0.00
0.00
0.00
0.00
80.00
0.51
2.96
56,867.80
0.00
0.00
0.00
0.00
0.00
0.00
81.00
0.48
2.96
56,898.47
0.00
0.00
0.00
0.00
0.00
0,00
82,00
0,44
2.96
56,926.99
0.00
0.00
0.00
0.00
0.00
0.00
83.00
0,41
2.97
56,953,53
0.00
0.00
0.00
0.00
0.00
0.00
84.00
0,38
2.97
56,978.22
0.00
0.00
0.00
0.00
0.00
0,00
85,00
0.36
2.97
57,001.19
0.00
0.00
0.00
0.00
0.00
0.00
86.00
0.33
2.97
57,022.56
0.00
0,00
0.00
0.00
0.00
0,00
87.00
0.31
2.97
57,042.44
0.00
0.00
0.00
0.00
0.00
0,00
88.00
0.29
2.97
57,060.94
0.00
0,00
0.00
0.00
0.00
0,00

89.00
0.27
2.97
57,078,15
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.25
2.97
57.094.15
0.00
0,00
0.00
0.00
0.00
0.00
91.00
0.23
2.97
57,109.05
0.00
0.00
0.00
0.00
O.Co
0.00
92.00
0.21
2.97
57,122.90
0.00
0.00
0.00
0.00
0.00
0.00
93.00
0.20
2.97
57,135.79
0.00
0.00
0.00
0.00
0.00
0.00
94.00
0.19
2.97
57,147.78
0.00
0.00
0.00
0.00
0.00
0.00
95.00
0.17
2,97
57,158.94
0.00
0,00
0.00
0.00
0.00
0.00
96.00
0.16
2.97
57,169.32
0.00
0.00
0.00
0.00
0.00
0.00
97.00
0.15
2.97
57,178.97
0.00
0.00
0.00
0,00
0.00
0.00
98.00
0.14
2.97
57,187.96
0.00
0,00
0.00
0.00
0.00
0.00
99.00
0.13
2.97
57,196.31
0.00
UO
0.00
0.00
0.00
0.00
100.00
0.12
2.97
57,204.09
0.00
0.00
0.00
0.00
0.00
0.00
101.00
0.11
2.97
57,211.32
0.00
0,00
0.00
0.00
0.00
0.00
102.00
0.10
2.98
57,218.05
0.00
0.00
0.00
0.00
0.00
0.00
103.00
0.10
2.98
57,224.31
0.00
0.00
&DO
0.00
0.00
0.00
104.00
0.09
2.98
57,230.13
0.00
0.00
&00
0.00
0.00
0.00
105.00
0.08
2.98
57,235.55
0.00
0.00
0.00
0.00
0.00
0.00
106.00
0.08
2.98
57,240.59
0.00
0.00
0.00
0.00
0.00
0.00
107,00
0.07
2.98
57,245.28
0.00
0.00
0.00
0.00
0.00
0.00
108.00
0.07
2.98
57,249.64
0,00
0.00
0.00
0.00
0.00
0.00
109.00
0.06
2.98
57,253.70
0.00
0.00
0.00
0,00
0.00
0.00
110.00
O.D6
2.98
57,257.48
0.00
0,00
0.00
0.00
0.00
0.00
111.00
0.05
2,98
57,260.99
0.00
0,00
0.00
0.00
0.00
0.00
112.00
0.05
2,98
57,264.26
0.00
0,00
0.00
0.00
0.00
0.00
113,00
0.05
2,98
57,267.30
0.00
0.00
0.06
O.00
0.00
0.00
114.00
0.04
298
57,270.13
0.00
0.00
0.00
0.00
0.00
0.DO
115.00
0.04
2.98
57,272.76
0.00
0.00
0.00
0.00
0,00
0.00
116.00
0.04
2.98
57,275.21
0.00
0.00
0.00
0.00
0,00
0,00
117.00
0.04
2.98
57,277.49
0.00
0.00
0.00
0.00
0.00
0.00
118.00
0.03
2.98
57,279.60
0.00
0.00
0.00
0.00
0.0o
0.00
119.00
0.03
2,98
57,281,58
0.00
0.00
0.00
0.00
0.00
0.00
120.00
0.03
2.98
57,283.41
0.00
0.00
0.00
0.00
0.00
0.00
121.00
0.03
2,98
57,285.12
0.00
0.00
0,00
0,00
0.00
0,00
122.00
0.02
2,98
57,286.70
0.00
0.00
0.00
0.00
0.00
0,00
123.00
0.02
2.98
57,288.18
0,00
0.00
0.00
0.00
0.00
0.00
124.00
0.02
2.98
57,289.55
0.00
0.00
0.00
0.00
0.00
O.00
125.00
0.02
2.98
57,290.83
0.00
0.00
0.00
0.00
0.00
0.00
126.00
0.02
2.98
57,292,02
0.00
0.00
0.00
0.00
0.00
0.00
127.00
0.02
2,98
57,293.13
0.00
0,00
0.00
0.00
0.00
0.00
128.00
0.02
2.98
57,294.16
0.00
0.00
0.00
0.00
0.00
0.00
129.00
0.01
2.98
57,295.11
0.00
0.00
0,00
0.00
0.00
0.00
130.00
0,01
2.98
57,296.00
0.00
0,00
0.00
0.00
0.00
0,00
131.00
0.01
2.98
57,296.83
0.00
0,00
0.00
0.00
0.00
0.00
132.00
0.01
2.98
57, 297, 60
0.00
0.00
0.00
0.00
0.00
0.00
133.00
0.01
2.98
57,298.32
0.00
0.00
0.00
0.00
0.00
0.00
134.00
0.01
2,98
57,298.99
0.00
OM
0.00
0.00
0.00
0.00
135.00
0,01
2,98
57,299.61
0.00
0,00
0.00
0.00
0.00
0.00
136.00
0.01
2.98
57,300.19
0.00
0.00
0.00
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0.00
0.00
137.00
0.01
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57,300.72
0.00
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0.00
0.00
0.00
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138.00
0.01
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57,301.22
O.OD
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139,00
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57,301.69
0.00
0.00
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140,00
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57,302,12
O.00
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141.00
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57,302.62
0.00
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0.00
0,00
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142.00
0,01
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57,302.90
0.00
0.00
0.00
0.00
0.00
0.00
143.00
0.01
2.98
57,303.24
0.00
0.00
0.00
0.00
000
0.00
144.00
0.01
2.98
57,303.57
0.00
0.00
0.00
0.00
0,00
0.00
145,00
0.00
2.98
57,303.87
0.00
0.00
0.00
0.00
OM
0.00

146,00
0.00
2.98
57,304.15
0.00
0.00
0.00
0.00
0.00
0.00
147.00
0.00
2.98
57,304,41
0.00
0.00
0.00
0.00
0.00
0.00
148,00
O.00
2.98
57,304.65
0.00
0.00
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0.00
0.00
149.00
0.00
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57,304.88
0.00
0.00
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0.00
0.00
150.00
0.00
2.98
57,305.09
0.00
0.00
0,00
0.00
0.00
0.00
151.00
0.00
2.98
57,305.29
0.00
0.00
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0.00
0.00
0.00
152,00
0.00
2.98
57,305.47
0.00
0.00
UO
0.00
0.00
0.00
153,00
0.00
2.98
57,305.64
0.00
0.00
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154.OD
0.00
2.98
57,305.79
0.00
0.00
0.00
0.00
0.00
0.00
155.00
0.00
2.98
57.305.94
0.00
0.00
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0.00
0.00
0.00
156.00
0.00
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57,306.08
0.00
0.00
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0.00
157.00
0.00
2.98
57,306.20
0.00
0.00
0,00
0.00
0.00
0.00
158M
0.00
2.98
57,306.32
0.00
0.00
0.00
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159.00
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2.98
57,306.43
0.00
0.00
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0.00
0.00
0.00
160.00
0.00
2.98
57,306.53
0.00
0.00
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0.00
0.00
0.00
161.00
0.00
2.98
57,306.63
0.00
0.00
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D.00
0.00
162.00
0.00
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57,306.72
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0.00
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163.00
0.00
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57,306.80
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0.00
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164,00
0.00
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57,306.87
0.00
0.00
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0.00
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165.00
0,00
2.98
57,306.95
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0.00
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0.00
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166,00
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57,307:01
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167.00
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57,307.07
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0.00
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0.00
0.00
0.00
168.00
0.00
2.98
57,307,13
0.00
0.00
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0.00
0.00
0,00
169M
0.00
2.98
57,307,18
0.00
0.00
0.00
0.00
0.00
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170.00
0.00
2,98
57,307.23
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0.00
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171.00
0.00
2,98
57 307.28
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0,00
0.00
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172.00
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2.98
57,307.32
0.00
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0,00
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173.00
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57,307.36
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0,00
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174.00
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57,307.40
0.00
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0.00
0.00
0.00
175.00
0.00
2.98
57,307.43
0.00
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0.00
0.00
0.00
0,00
176.00
0.00
2.98
57,307,47
0.00
0.00
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0.00

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Time minutes

HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL
Pond 2 Updated Nortrh gate Q100
Drawdawn 0.7cfs 0.93 days
Jan
QP=(cfs).
:: ...0,00
;.:`QMAX=(cfs)<,'; 0.70
TP(min)=
18,00
STAGE (ft} 2.94 340.98ft
dT(min)=
. :20,00
001 O - z .
kS=
12848.00
b=
1.37
,, 1�1111111 �I�If •'
1p
�OFE.�S�p21y',
nary 9, 2013 C,: • `�' {�f
'Estirnated.Vii[iuneof_Runnoffar.�:ft=��-
Vn139Q P� �-
s
fume Lunoff eu
V e storage c ft`- 9 07_.
_:#?fPESxM7MWEIFi
�s�R3ERa"
_.:BA}?REL.�_
N=
0.00
LW-i
0.00
NR=
0.00
NB=
0.00
Cd=
0.59
CW=
3.00
CWR=
3.30
CB=
0.59
D(in)=
4.00
ZW=
5.50
DR=(k
ZOO
DB=(ft)
0.33
Z(ft)=
1.25
(diameter)
EB=(ft)
3.00
.ER=(ft; .. .,..
3.25
. CDR=
0.59
TIME
INFLOW STAGE��`�� STORAGE' OIJTFIOW
��CUL.II�RT ����WEIR � Rt�ENFZiS R BARREL.
_s�,dWis
min
: cfs
,, ft
cfs: r
`mot.-��
0.00
0.00
0.00
57.107.00
0.70
0.00
0.00
0,00
0.00
0.00
20.00
0.00
2.94
56,267.00
0.70
0.00
0,00
0.00
0.00
0.00
40.00
0.00
2.91
55,427.00
0.70
0,00
0.00
0.00
0.00
0.00
60.00
0.00
2.67
54,587.00
0:70
0.00
0.00
0.00
0.00
0.00
80.00
0.00
2.84
53.747.00
0.70
0.00
0.00
0.00
0.00
0.00
100.00
0.00
2.81
52,907.00
0.70
0.00
0.00
O.DO
0.00
0.00
120.00
0.00
2.78
52,067.00
0.70
0.00
0.00
0.00
0.00
0.00
140.00
0.00
2.74
51.227.00
0,70
0.00
0,00
0.00
0.00
0.00
160.00
0.00
2.71
50,387.00
0.70
0.00
0.00
0.00
0.00
0,00
180,00
0.00
2.68
49,547.00
0,70
0.00
0,00
0.00
0.00
0,00
200,00
0.00
2.65
48,707,00
0.70
0.00
0.00
0.00
0.00
0,00
220.00
0.00
2.61
47,867.00
0.70
0.00
0.00
0.00
0.00
0.00
240.00
0.00.
2.58
47,027.00
0.70
0.00
0.00
0.00
0.00
0.00
260.00
0.00
2.54
46,187.CO
0.70
0,00
0.00
0.00
0.00
0.00
280.00
0.00
2.51
45,347.00
0,70
0,00
0.00
0.00
0.00
0,00
300.00
0.00
2,48
44,507.00
0.70
0,00
0.00
0.00
0.00
0.00
320,00
0.00
2.44
43,667.00
0,70
0.00
0.00
0.00
0.00
0,00
340,00
0.00
2A1
42,827,00
0,70
0.00
0.00
0.00
0.00
0.00
360.00
0.00
2.37
41.987.00
0.70
0.00
0.00
0.00
0,00
0.00
380.00
0.00
2.34
41.147.00
0.70
0.00
0.00
0.00
0.00
0.00
400,00
0.00
2.30
40,307.00
0.70
0.00
0.00
0.00
0.00
0.00
420.00
0.00
2.27
39,467.00
0.70
0.00
0.00
0.00
0.00
0.00
440.00
0.00
2.23
38,627,00
0.70
0.00
0.00
0.00
0.00
0.00
460.00
0.00
2.20
37,787.00
0.70
0.00
0.00
0.00
0.00
0.00
480.00
0.00
2.16
36,947.00
0.70
0.00
0.00
0.00
0.00
0.00
500.00
0.00
2.13
36,107,00
0.70
0.00
0.00
0.00
0.00
0.00
520.00
0.00
2.09
35,267.00
0.70
0.00
0.00
0,00
0.00
0.00
540.00
0.00
2.05
34,427.00
0.70
0.00
0.00
0.00
0.00
0.00
560.00
0.00
2.02
33,587.00
0.70
0.00
0.00
0.00
0.00
0.00
580.00
0.00
1.98
32,747,00
0,70
0.00
0.00
6.00
0,00
0.00
600.00
0.00
1.94
31,907.00
0.70
0.00
0.00
O.OD
0.00
0.00
620.00
0.00
1.91
31,067.00
0.70
0.00
0.00
O.DD
0,00
0.00

o�
640.00
0.00
1.87
30,227.00
0.70
0.00
0.00
0.00
0.00
0,00
660.00
0.00
1.83
29,387.00
0.70
0.00
0,00
0.00
0.00
0.00
680.00
0.00
1.79
28,547.00
0.70
0.00
0.00
0.00
0,00
0.00
700.00
0.00
1.75
27,707.00
0.70
0.00
0.00
0.00
0.00
0.00
720.00
0.00
1.71
26,867.00
0.70
0.00
0.00
0.00
0,00
0.00
740.00
0.00
1.67
26,027.00
0.70
0.00
0,00
0.00
0.00
0.00
760.00
0.00
1.63
25,187.00
0.70
0.00
0,00
0.00
0.00
0.00
780.00
0.00
1.59
24,347.00
0.70
0.00
0,00
0.00
0.00
0.00
800.00
0.00
1.55
23,507.00
0.70
0.00
0,00
0.00
0,00
0.00
820.00
0.00
1.51
22,667.00
0.70
0.00
0.00
0.00
0.00
0.00
840.00
0.00
1.47
21,827.00
0.70
0.00
0,00
0.00
0.00
0.00
860.00
0.00
1.43
20,987.00
0.70
0.00
0,00
0.00
0.00
0.00
880.00
0.00
1.39
20,147.00
0.70
0.00
0,00
0.00
0.00
0.00
900.00
0,00
1.35
19,307.00
0,70
0.00
0.00
0.00
0.00
0.00
920.00
0.00
1.30
18,467.00
0,70
0.00
0,00
0.00
0.00
0.00
940.00
0.00
1,26
17,627.00
0:70
0.00
&00
0.00
0.00
0.00
960.00
0.00
1.22
16,787.00
0.70
0.00
0.00
0.00
0.00
0.00
980.00
0.00
1.17
15,947.00
0.70
0.00
0.00
0.00
0,00
0.00
1000.00
0.00
1,13
15,107.00
0.70
0.00
0.00
0.00
0.00
0.00
1020.00
0.00
1,08
14,267,00
0.70
0.00
0.00
0.00
0.00
0.00
1040.00
0.00
1.03
13,427.00
0.70
0.00
0,00
0.00
0.00
0.00
1060,00
0.00
0.99
12,587.00
0.70
0.00
0,00
0.00
0.00
0.00
1080,00
0.00
0.94
11,747.00
0.70
0.00
0,00
0.00
0,00
0.00
1100.00
0.00
0.89
10,907.00
0.70
0.00
0,00
0.00
0,00
0.00
1120.00
0.00
0.84
10,067.00
0.70
0.00
0.00
0.00
0.00
0.00
1140.00
0.00
0.79
9,227.00
0.70
0.00
0.00
0.00
0.00
0.00
1160.00
0.00
073
8,387.00
0.70
0.00
0.00
0.00
0.00
6.00
1180.00
0.00
0,68
7,547.00
0.70
0.00
&00
0.00
0.00
0.00.
1200.00
0.00
0,62
6,707.00
0.70
0.00
0.00
0.00
0.00
0.00
1220.00
0.00
0,55
5,867,00
0.70
0.00
0.00
0.00
0.00
0.00
1240,00
0.00
0.50
5,027.00
0.70
0.00
0.00
0.00
0,00
0.00
1260,00
0.00
0.44
4,187,00
0.70
0.00
0.00
0.00
0.00
0.00
1280.00
0.00
0.37
3,347.00
0.70
0.00
0,00
0.00
0.00
0.00
1300.00
0.00
0.30
2,507.00
0.70
0.00
0.00
0.00
0.00
0.00
1320.00
0.00
0.23
1,667.00
0.70
0.00
0.00
0.00
0.00
0,00
1340.00
0.00
0.14
827.00
0.70
0.00
0.00
0.00
0,00
0.00

ENGINEERING • SURVEYING • DESIGNING -DRAFTING
Larry King & Associates R.L.S., P.A.
Post Office Box 53787 •1333 Morganton Road, Suite 201
December 29, 2011 Fayetteville, North Carolina 28305
[phone] • Fax: [phone]
Mr. Mike Randall, PE www.LKcindA.com
Wetlands Buffer Stormwater Compliance and
Permitting Unit
Division of Water Quality
North Carolina Department of Environment Health and Natural Resources
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Application for Stormwater Permit Post Construction
Northgate NC 27-87 Harnett County, NC
Property Address;
Hwy NC 24-87 (block 1400)
Cameron, NC 28326
Developer Address:
Ralph Huff
Ralph Huff Holdings, LLC
2919 Breezewood Avenue Suite 400
Fayetteville, NC 28303
Dear Mr. Randall:
I am applying for Stormwater Permit for Northgate an 11.88 development on NC 24-87 in
Harnett County. The site currently has an Erosion and Sedimentation Control Permit HARNE-
2012-039.
The site has good sandy soils conducive to draining by infiltration into the soil. Because of the
drastic change in elevations on site The property drops over 30 feet in elevation from the
northwesterly property corner diagonally to the southeasterly corner. Also the land southerly of
this location drains away with slopes 5 to 6 %. The southeasterly corner of the site is the most
suited infiltration area. because of the well drain soils.
I have enclosed Stormwater Management Statement, Soils Report, Storm water calculations, Parts
I, 11, III with notarized O &M, and plans.
have enclosed application check for $505.
am available to go to Raleigh to meet with you to discuss the unique workings of this site.
Sincerely,
Thomas S. Speight, Jr., PE, PLS
Larry King & Associates, R.L.S., P.A.
cc: Mr. Ralph Huff, Developer

�.F ®ENR--FRCS
�® JAN � 1 2012
MCDENR
North Carolina Department of Environment and Natural Resources DWO
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
January 9, 2012
Tommy Bradford, Manager/Partner
Ralph Huff Holdings LLC, Elmwood Holdings LLC
2919 Breezewood Avenue, suite 400
Fayetteville, North Carolina 28303
Subject: Stormwater Permit No. SW61 1 1206
Northgate
High Density Commercial Infiltration Basin
Harnett County
Dear Mr. Bradford:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Northgate Development on December 30, 2011. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2006-246. We are forwarding Permit No. SW61 1 1206, dated January 9, 2012, for
the construction, operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until January 8, 2020 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. PIease pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership, transferring
the permit, and renewing the permit. Failure to establish an adequate system for operation and maintenance of
the stormwater management system, to record deed restrictions, to follow the procedures for transfer of the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the farm of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Mike Randall at [phone]; or
[e-mail].
Sincerely,
for Charles Wakild, P. E.
cc: Faytteville Regional Office
SPU Files
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raieigh, North Carolina 27699-1617 NorthCarohna
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service, 1-877-623-6748 Aaturally
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmalive Action Employer

A,.
State Stormwater Permit
Permit No. SW6111206
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Tommy Bradford, Manager/Partner
Ralph Huff Holdings LLC, Elmwood Holdings LLC
Northgate
High Density Commercial Infiltration Basin
NC 24-27 and Plantation Dr. (SR2411), Cameron, Harnett County
FOR THE
construction, operation and maintenance of one infiltration basin(s) in compliance with
the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until January 8, 2020, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in this permit. The stormwater control has been designed to
handle the runoff from 269,200 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in permit, and
as shown on the approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 4

State Stormwater Permit
Permit No. SW6111206
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface
waters.
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design
condition:
a. Drainage Area, acres:
10.48
Onsite, ft :
456,508
Offsite, ft2:
0
b. Total Imperviou Surfaces, ft2:
269,301
Onsite, fr:
269,301
Offsite, ft .
0
C. Design Storm, inches:
1.0
d. Bottom Elevation, FMS�:
338.00
e. Bottom Surface Area, ft :
9,039.00
f. Storage Elevation, FMSL:
340.60
g. Permitted Storage Volume, ft3:
93,695
h. Predevelopment 1 year 24 hour:
0.29
i. Post -development 1 year 24 hour:
1,13
j. Type of Soil:
Candor
k. Expected Infiltration Rate, in/hr:
8.23
I. Seasonal High Water Table, FMSL:
331.84
M. Time to Draw Down, days:
0.63 days (15.12 Hours)
n. Receiving Stream:
UT to Muddy Creek
n. River Basin:
Cape Fear
p. Stream Index Number:
18-23-26
q. Classification of Water Body:
C
II. SCHEDULE OF COMPLIANCE
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
2. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).,
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
Page 2 of 4

State Stormwater Permit
Permit No. SW6111206
6. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3 of 4

State Stormwater Permit
Permit No. SW6111206
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination, does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 9`d day of January, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ror ynaries vvaKiia, r. L., uirecior
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4of4

State Stormwater Permit
Permit No. SW6111206
Northgate
Harnett County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Northgate Development
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification. -
Signature
Registration Number
Date
Certification Requirements:
SEAL
Page 1 of 2

State Stormwater Permit
Permit No. SW61112G'6
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans. .
cc: NCDENR-DWQ Regional Office
Page 2 of 2

o, D"W Q:UM ONLY
' Date Received Fee Paid
Permit Number
u]61lll 204
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 'h II - Post Construction
(select all that apply) ❑ Non -Coastal SW- FIQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources ` •'C0 =ems -
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fornr may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Northgate NC 24-87
2. Location of Project (street address):
1400 Block
City:Cameron
County:Harnett Zip:28326
3. Directions to project (from nearest major intersection):
Commencing at the intersection of NC 24-87 and Plantation Dr. (SR2411), Site is located on Southerly side of
NC 24-87
4. Latitude:35' 15' 40" N Longitude:79' 02' 14" W of the main entrance to the project.
I1. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberna , its issue date (if known)na , and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state Stormwater management permit application, list the stormwater project number, if
assigned, na and the previous name of the project, if different than currently
proposed, na
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control:11.88 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired
issue date and the type of each permit:Northgate 1
NCDENR Land Oualitv Erosion Control
rovide the Project Name, Project/Permit Number,
JAN 9 2012
Form SWU-101 Version 07Jun2010 Page I of DENR-WATER QUALITY
141��6S AND STORMWATER BRANCH

HI.,, CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Ralph Huff Holdings LLC,Elmwood Holdings, LLC
Signing Official & Title:Tommy Bradford Manager/ Partner
b.Contact information for person listed in item 1a above:
Street Address:2919 Breezewood Avenue Suite 400
City: Fayetteville
Mailing Address (if applicable):PO Box 8755
State:NC
Zip:28303
City: Fayetteville State:NC Zip:28303
Phone: (910 ) 486-4864 Fax: (910 ) 485-0463
Email: butler1412©gmail.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the Iease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:—
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State:
State:
Fax: ( )
Zip:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organization:_
Signing Official &'Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
State: Zip:
Form SWU-101 Version 07Jun2010 Page 2 of 7

Phone: ( -) _ - Fax: ( )
Email:
4. Vocal jurisdiction for building permits: Harnett County
Point of Contact:Jay Sikes Phone #: (910 _ ) 893-7525
IV. PROJECT INFORMATION
1. In the space provided below, briefl summarize how the stormwater runoff will be treated.
Stormwater from the site will be discharged into a infiltration pond. Water seeps back into soil on Site. There
is no offsite discharge, .
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear - Diver basin.
4. Total Property Area: 11.88 acres 5. 'Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. 'Total Property Area (4) - Total Coastal Wetlands Area (5) -- Total Surface Water Area (6) = Total Project
Area+:11.88 acres
Total project area shall be calculated to exclude the following the normal p001 of i► t ounded structures, the area
between the batiks of streams and rivers, the area below tile m e Noral Higgh Water (NM litre or Mean Higlr Water
(MHW) line, and coastal wetlands landward front the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NNW (or MHW) line uray
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 52
9. How many drainage areas does the project have?1 (For high density, count 7 for each proposed engineered
stormwater BMP. For Iow density and outer projects, use 1 for the wlrole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information „
Draina e Area •L.
Draina e'Area
"Draina e Area _
Draina e.Area _
Receiving Stream Name
Unnamed Trib to
Muddy
Creek
Stream Class
C
Stream Index Number *
18-23-26
Total Drainage Area (so
456508
On -site Drainage Area (so
456508
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
269301
% Impervious Area** total
58.9
Im" ervious"" Surface Area
_
Draina' e'Area.1`
_" _
Draina" e Area ."''
—
Drainage Area:."
Draina e Area
On -site Buildings/Lots (so
58832
On -site Streets (sf)
75715
On -site Parking (so
110478
On -site Sidewalks (so
9466
Other on -site (so
Future (so
14810
Off -site (sf)
0
Existing BUA*** (so
0
To to I (so:
269301
Stream Class and Index Nurnber cart be determined at: lit tt7://ortal.ncdcnr orQ/webAoq[ps/csy/classif)cations
** Irirppervions area is defined as the built upon area including, but not limited to, buildings, rands, parking areas,
sidcioalks, gravel areas, etc.
*� Report only that anroxrtt of existing BUA that Will remain after development. Oo not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered .Species watershed that may be subject to more .stringent stormwater requirements as per NCAC 028.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.iiedenr.org/web/wc1/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/­wq/ws/su/­stitesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http//­portal.i-icdeiir.org/web/wg/­wsZsu/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://12orta_l.ncdenr.org/web/wq/ws/su/`statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
Form SWU-101 Version 07Jun2010 Page 4 of 7

4. , Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http //www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i, Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m, Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Scliedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2927 Page No: 406
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspx
1�orm SWI.i-101 Version 07Jun2010 Page 5 of 7

VIL' DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
11ttp:///portal.ncdenr.org_/web/ wq ws/su / statesw/ forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Fngineer:Thomas S. Speight Jr., PE, PLS
Consulting Firm: Larry King & Associates, RLS, PA
Mailing Address:1333 Morganton Road, Suite 201_
City:l-a etteville State:NC Zip:28305
Phone: (910 ) 483-4300
Email:[e-mail]
Fax: (910 ) 483-4052
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itern 2 has been filled out, co►nplete this
section)
1, (print or type name of person listed in Contact Information, item 2a) r , certify that I
own the property identified in this permit application, and thus give permission to (print or type naive of person
listed in Contact Information, i tern 1 a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of upto $25,000 per�day, pugs .cant to NCGS 143-215.6.
Signa
Date: f � 'Z Z,,-
a Ndtar Public for the State County of
��,, do hereby certify that personally appeared
before me this t flay o and ackno edge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
Notary public
Lori Simpson Epler
Cumberland Cannty
North Carolina
X. APPLICANT'S CERTIFICATION
My commission expires - f -�
I, (print or type mate of person listed its Contact Information, item In) Tommy Bradford
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15�1 NCAC 2I-I .lggO► SL 209fAT246 (Ph. II - Post Construction) or SL 2008-211,
Signatu
Date: Z' r5 ,, �2-�
I, a NAry Public for the State of �_ County of
� r
(�(h do hereby certify that personally appeared
before me this day of � , and acknowledge the due execution of the application for
a stormwater permit. Witness my han nd official sea ,
Nctary Public
Lori SimpsvR Upler
Cumberland Cuunty
No-th Carolina ( J
SEAL
My commission expires 1i` % -�'
Form SWU-101 Version 07Jun2010 Page 7 of 7

Permit
(to be provided by DWO)
O�O� W A Tf RAG
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o Y
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be tilted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
II —PROJECT INFORMATION
Project Name Northgate.Hwy 87-24 [1400 Block Cameron, NQ
Contact Person Thomas S.:Speight, Jr„ PE
Phone Number 910 483 4300
Date
Drainage Area Number
.121812011
na
x,.g
IL W� DESIGN' INFORMATIO�,2`
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development I-yf, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume; SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
456,508.00 ft2
269,301.00 ft2
58.99
1.00 in
3.20
in
0.13
inihr
.0.29
ft3lsec
1.13.
ft'lsec
0.84
ft'lsec
22,092,00" ft3
93,695.00 ft3
I
candor
8.23 inlhr
331.64 fmsl
0.63, days
3.00
:1
338.00
fmsl
340.60.
fmsl
25,039,00
ft2
343.00 .
fmsl
470.00 ft
24.00 ft
9,039.00 ft2
OK for non -SA waters
OK
OK
OK
It l it njrr,
°NpV(TH Cq�•,
M,........,4 1QO �.
rQ�pFESs�02 y
p t� 34 i
202
2
/VEER,,•• -�
SP DG\H
Form SW401-Infiltration Basin-Rev.5 11Apr2o11 Paris I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
na
ac-in
Maximum of 2 acre -inches allowed
Length of vegetative filter for overflow
40.00
ft
OK
Distance to structure
20,00 , :"
fl
OK
Distance from surface waters
500.00 " `
'ft
OK
Distance from water supply well(s)
300,00
:ft
OK
Separation from impervious soil layer
10.31
ft
OK
Naturally occuring soil above shwt
10.31
ft
OK
Bottom covered with 4-in of clean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
y .
(Y or N)
OK
Capures all runoff at ultimate build -cut?
y
(Y or N)
OK
Bypass provided for larger storms?
na
(Y or N)
OK
Pretreatment device provided
y ;
Form SVV401-Infiltration Basin-Rev,5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTVI ENT OF- 7FtC
Secretary SECRETARY OF STATE
PO Sox 29622 Raleigh, NC 276264622 (919}807-2040
Date: 12/30/2011
Click here to:
View Document Filings I Sign Up for E-Notifications i
' Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
NC RALPH HUFF LEGAL
HOLDINGS, LLC
Limited Liability Company Information
SOSID:
1124300
Status:
Current -Active
Effective Date:
11/17/2009
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Annual Report Status:
NOTICE SENT
Registered Agent
Agent Name:
HUFF, D. RALPH III
Office Address:
2919 BREEZEWOOD AVENUE, SUITE 400
FAYETTEVILLE NC 28303
Mailing Address: 2919 BREEZEWOOD AVENUE, SUITE 400
FAYETTEVILLE NC 28303
Principal Office
Office Address: NO ADDRESS
Mailing Address: NO ADDRESS
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1826
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9258990 12/30/2011

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTM ENT OF THIr
Secretary SECRETARY OF STATE
PO Sw 29622 Raleigh, NC 270264822 [phone]
Date: 12/30/2011
Click here to:
View Document Filings I Sign Up for E-Notifications
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
NC ELMWOOD LEGAL
HOLDINGS, LLC
Limited Liability Company Information
SOS I D:
0866264
Status:
Current -Active
Effective Date:
9/13/2006
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
BRADFORD, THOMAS L.
Office Address:
2919 BREEZEWOOD AVENUE, SUITE 200
FAYETTEVILLE NC 28303
Mailing Address: P.O. BOX 87555
FAYETTEVILLE NC 28304-7555
Principal Office
Office Address:
2919 BREEZEWOOD AVENUE, SUITE 200
FAYETTEVILLE NC 28303
Mailing Address:
P.O. BOX 87555
FAYETTEVILLE NC 28304-7555
Officers
Title:
MEMBERIMANAGER
Name:
THOMAS L BRADFORD
Business Address:
P.O. BOX 87555
FAYETTEVILLE NC 28304-7555
Title: MEMBERIMANAGER
Name: D RALPH HUFF III
Business Address: 2919 BREEZEWOOD AVENUE, SUITE 400
FAYETTEVILLE NC 28303
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1826
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=8055828 12/30/2011

HARNETT COUNTY TAX I D#
u
Excise Tax: S3. L 00.00
Parcel Identifier No. 9 4- - I V
By:
MaiUBox to:
This instrument was prepared by.
Brief description for the Index:-;
11816111111111
FOR REGISTRATION RE___c1S7ER OF DEEDS
K r" i�rr caVT�:
►►_ ee�R�oi a�
2 NOV f535 Alf
ACAM P6;486 W FEE -In 00
MOM
CAROLINA SPECIAL WARRANTY DEED
by
THIS DEED made this Ith day of November;
GRANTOR
Jen■ikr SebubAgeyenstaber (Separated) ;
(a/k/a Jennifer Schulz)
PO Bo=1048
Sprieg Lake, NC 28390-1048
SEARCH OR TAX ADVICE GIVEN
County on the day of
20
(Title Ins. w/ Charter Title,
.Ea �3Y�t�Vi11e, NC)
GRANTEE
Holding, L C (ta North Carolina limited
wood Avenue
NC 28314
**Free trader status, see `-�-
Separation Agreement filed w/ I
Consent Order 10CVD651,:Harnett Co.
Enter in appropriate block for each Grantor and Grantee: name, mail' , if ap opriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, e'isuwm, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor. for a valuable consideration paid by the Grantee, the eiis ereby acknowledged, has and
by thew prey does grant, bargain, sell and convey unto the Grantee in fee situp le, a! tha$cel of land situated in the
Cityof---------------,Spout Sings Township,Ilarn and moreparticularly
described as follows:
SEE ATTACHED EXHIBIT'A'
The property hereinabove described was acquired by Grantor by instrument recorded in Estate File 10 E34 d De k OS, Page
100.
All or a portion of the property herein conveyed — includes or X does not include the primary residence a G
NC Bar Asyuciatiun Form No. 6 0 111f2010
Printed by Agrennent with the NC Bet Association

above described property is recorded in Plat Book gaga
TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
IN WITNESS
By-
Print/Type Name &
Print/Type Nattrc &
By:
Print/Type Name &
renants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
the title against the lawful claims of all persons claiming by, under or through Grantor, other than the fallowing
Ad Valorem taxes which Grantee agrees to pay in full when due.
(other than liens)
covenants, rights -of -way and encumbrances that are disclosed on the public record andlor
accurate survey of the properly. A /
y executed the foregoing as of the day and year first
State Of - County ���CrofI, the undersigned Notary Public of tho o
foregoing instrument for the purposes therein expressed. Witness
My Commission
(Affix Seal)
NC gar Anmistnm Form No. 6 ® 111QOIfl
Prinlad by AFmmnt with the NC Hu Assxistim
Jennifer Schutz)
v ....., . _ � ..,,.. (SEAL
Print/Type Name:
5 L
Prinaype Name:
(SEAL)
Print Type Name:
sck_ and State aforesaid, certify that
this day and acknowledged the due execution of the
rial stamp or seal this_ day November, 2011.
or Typed Name
Pub

[:XHIBIT'A'
t
ron stake at the point of intersection of the South line of a 150 foot right-of-way of
hwav No. 87 and the western line of the easternmost access road on the South side of
Mai-U4195 Chandil
32 degrees mi
Company, h ce a id I
thence North eg .
North Carolina . w y i
feet to the point GI
J
No. 2 in that Deed om
Hardin, dated the 29°i ay
Registry.
plat of Babcock Lumber Company property made January, February and
kes, R.S. and running thence as the western line of said access road South
feet to an iron pipe and the line of property of North Carolina Pulp
gqfth 57 degrees 09 minutes West 1214 feet to an iron pipe in said line;
��s East 475 feet to an iron pipe in the Southern right-of-way tine of
thence as said right-of-way line South 57 degrees 09 minutes East 1214
con 'ping 13.24 acres and being the same property as described as Tract
a el nd wif Carletta R. Cagel to Ralph M. Hardin and wife, Anna M.
an ,17�, a�d of record in Book 525, Page 67, of the Harnett County
Less and except p pe y
in Fee Simple Dee 4
Registry.
yed to Department of Transportation
Book 1331, Page 586, aforesaid
Grantor also conveys to Grantee a
Lot 4 (2.94 acres), and Lot 5 .1
duly recorded in Map #2011, P ge
County Registry. If there ie ny
property as described on said p
and bounds above (13.24 acres), the
In this Special Warranty Deed shall
bounds description set forth above.
o p, Lo 3 (6.04 acres),
C es as shown on plat
1— 42 Harnett
=sc pancy between subject
escribed by metes
ra r warranties as contained
b Si i ad to the metes and

%E1 Y CO6
-.x �vovsl
BERLY S. HRRGROVE
F DEEDS,HARNETT
EL[US HARNETT BLVD
,�—�UITE 200
`dfNG'TOWNC 27546
Filed For Registration; 11115f 1
Book: RE 20;
Document No.: 2011016f
DEED A
NC REAL ESTATE EXCISE TAX: $3,100.Ot
Recorder: TRUDI S
State of North Carolina, County of Hamett
KIMBERLY S. HARGROYE , REGISTER OF DE
D® I
2011016678
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Stormwater Management Statement
fr144
0
Northgate
NC 24-87, Harnett County, NC
Anderson Creek TWP
December 14, 2011
Developers: Elmwood Holdings, LLC
Ralph Huff Holdings, LLC
2919 Breezewood Avenue Suite 400
Fayetteville, NC 28303
Engineer: Thomas S. Speight, PE, PLS
Larry King and Associates R. L. S., P. A.
1333 Morganton Rd. Suite 201
Fayetteville, NC 28303
910,483.4300
A vicinity map is enclosed.
A USGS Topographic Map is enclosed.
A Harnett County Soils map is enclosed.
The site is not located within the conservation zoning or
watershed district.
Impervious are calculations are as follows:
6.18 ac impervious/ 11.88 ac = 52% impervious
The site was originally 12.14 acres and 0.26 acres shall be
designated as a road right ofway on the easterly side of the
property for Picerne public street access. The site is 11.88 acres.

The site drops about 33 feet diagonally from the northwesterly
corner to the southeasterly corner and drops 17 feet elevation
from the northwesterly corner to the southwesterly corner. The
property also drops 16 feet from the southwesterly corner to the
southeasterly corner. Thus the southeasterly is the lowest elevation
on the property.
There is no drainage outlet available to discharge stormwater
from the site. Soil borings were performed on site to determine
soils were similar to Blaney and Candor soil series. Ksat values
were determined and high Ksat values from 8.98, 5.34 and
10.37 in/hr were high enough to retain the 100 yr. rainfall on site
and drain into the current soils without having to leave the site.
The site requires two infiltration basins to capture stormwater
for a 100 yr rainfall event and infiltrate back into the soil.
Each basin has a fore bay to dissipate the stormwater velocity
entering the pond then flowing over a soded basin that is non
erodible so water shall drain back into the soil. The upstream
pond holds storm water and slowly releases to the lower pond
to infiltrate at a faster rate.
The site has an approved erosion and sedimentation permit from
NCDENR.

Stormwater Routing Calculations
Pond 1
Elevation ft. Stage ft. Area sq.ft. Incremental Storage Cu. Ft. Storage cu ft.
341 0 5,236 0 0
345 4.0 12,994.5 36,461 36,461
349 8.0 20,753 67,495 103,956
b= In ( S21S 1) = In( 103,956/36,461) = 1.51
In(Z2/Z l) In( 8/4)
Ks= S2 = 103,956 = 4450
Pond 2
Elevation ft. Stage ft. Area sq.ft. Incremental Storage Cu. Ft Storage cu ft.
338 0 12,690 0 0
340.5 2.5 23,377 45,083.75 45,083.75
343 5.0 33,794 71,461.75 116,545.5
b= In( S2/S1) = In( 116,545.5/45,083.75) = 1.37
In( Z21Z1) In( 5/2.5)
Ks= S2 = 116,545.5 = 12,848

Pond Q10
Q25
Q100
b
ks
1 24.91
28.15
32.63
1.51
4,450
2 24.06
27.15
31.53
1.37
12,848
1 ac+- 1.58 cfti drains from site over ground
Pond Bottom El
1 341.00
2 338.00
Top El
100 Yr El
349.00
345.71
343.00
340.13
Pond Bottom Surface Area sq ft Volume 100 yr cu ft
1 5,236 46,195
2 12,690 47,500
Estimate infiltration time
(46,195 +47,500 cu ft) 19,039 sq ft infiltration area = 10.36 ft.
= 124.4 inches relative depth
124.4 inches 1 8.23 inlhr = 15.11 hours to drain
Both ponds will drain and drawdown time should be between
10 to 15.11 hours for 100 yr storm. There is abundance
of drainage capacity

Operation of drainage ponds
Pond 1 is designed to hold the 100 yr storm and drain to Pond 2 over a 2 day period
where storrawater shall rapidly drain into the soil where all stormwater runoff is
contained on site. Pond 2 has an emergency grass overflow weir incase flows well exceed
the 100 yr plus rainfall event.
Each pond has a small (ore bay to dissipate incoming flows. Both basins are sodded so
to stabilize ponds and the grass provides erosion protection to each basin.
Once the site is developed, pond 1 SI-IWT will become lower; thus reducing flow into
pond 2. With the three to one side slopes. Thee ponds shall have the appearance of being
dry and have shallow depths of stormwater that shall drain in about two hours. Because
of the fast infiltration, a fence is not required around either pond.
The basins shall be easy to maintain by mowing and removing the grass clippings.
Sand accumulation should be easy to remove. All properties on site shall participate in
the operation and maintenance cost of each'pond.

Mr. Mike Randall, PE
Wetlands Buffer Stormwater Compliance and
d
Permitting Unit
Division of Water Quality
North Carolina Department of Environment Health and Natural Resources
1650 Mail Service Center
Raleigh, NC 27699-1650
F(La
l
C — 3a 0 .-0-9T 6

ENGINEERING • SURVEYING • DESIGNING -DRAFTING
Larry King & Associates R.L.S., P.A.
Post Office Sox 53787 •1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
[phone] • Fax: [phone]
www.LKandA.com
January 5, 2012
Mr. Mike Randall, PE
Wetlands Buffer Stormwater Compliance and
Permitting Unit
Division of Water Quality
North Carolina Department of Environment Hcalth and Natural Resources
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Revised Application for Stormwater Permit Post Construction
Northgate NC 27-87 Harnett County, NC
Dear Mr. Randall:
1 have enclosed the revised signed application as requested.
appreciate your help.
Sincerely,
[ homas S. Speight, Jr., PE, PLS
Larry King & Associates, R.L.S., P.A.
cc: Mr. Ralph Huff, Developer
r�� s zor2
DENR-
DSAND ST pR �NC►i

Stormwater Management Statement
for
Northgate
NC 24-87, Harnett County, NC
Anderson Creek TVWP
December 14, 2011
Developers: Elmwood Holdings, LLC
Ralph Huff Holdings, LLC
2919 Breezewood Avenue Suite 400
Fayetteville, NC 28303
Engineer: 'Thomas S. Speight, PE, PLS
Larry King and Associates R. L. S., P. A.
1333 Morganton Rd. Suite 201
Fayetteville, NC 28303
910.483.4300
A vicinity map is enclosed.
A USGS Topographic Map is enclosed.
A Harnett County Soils map is enclosed.
The site is not located within the conservation zoning or
watershed district.
Impervious are calculations are as follows:
6.18 ac impervious/ 11.88 ac = 52% impervious
The site was originally 12.14 acres and 0.26 acres shall be
designated as a road right of way on the easterly side of the
property for Picerne public street access. The site is 11.89 acres.

9
NORTHGATE SPOUT SPRINGS
LAT: 35.256305
LONG: -79,037260
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Any use of this map shall be al the sole risk of the user of this map.Although, all effort has been taken
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1ic��n.0t#
305 W Cornelius Harnett Blvd, Suite 100
to insure accuracy In the data presented, Harnett Countymakesoo yarranly,expressed arimplied, as
to the accuracy of this information represented herein. Any user of this shall hold harmless
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Phone: �10-893-7523 WWW.HARNETT.ORG
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Harnett County, North Carolina
The capability subclass is Vw. Based on loblolly pine
the indicator species, the woodland ordination
^nbol is 9W.
1. G�i BnB—Blaney loamy sand, 2 to 8 percent slopes.
i.7his map unit consists mainly of gently sloping, very
.,'deep, well drained Blaney and similar soils on side
slopes and narrow ridges in the uplands. Mapped areas
h,Eare in long, narrow bands above and parallel to most of
f�the streams in the sandhills. They range from about 10
f�to more than 100 acres in size.
i . Typically, the surface layer is grayish brown loamy
sand 9 inches thick. The subsurface layer is light
k yellowish brown loamy sand 13 inches thick. The
subsoil extends to a depth of 46 inches. The upper part
is very pale yellow and light yellowish brown sandy clay
loam. The lower part is brownish yellow sandy clay
loam that has reddish yellow and light gray mottles. The
underlying material to a depth of 64 inches is reddish
!1yellow sandy clay loam that has light gray and very pale
.Ibrown mottles and pockets of sandy loam and sandy
11 Permeability is moderately slow. Available water
capacity is low. Reaction is very strongly acid or
strongly acid, except where the surface layer has been
limed. A perched water table may be above the brittle
subsoil for brief periods after heavy rains.
r1, Included in mapping are small areas of Gilead,
Vaucluse, and Candor soils. Gilead soils contain more
clay than the Blaney soil, and Vaucluse soils have a
thinner sandy surface layer. These soils are adjacent to
side slopes and are on short, steep slopes. Candor
soils contain less clay than the Blaney soil and are
adjacent to sandy areas. They are at the higher
elevations. Included soils make up about 20 percent of
iiie: map unit.
f% Most of this map unit is used as woodland. The
remaining acreage is used mainly for row crops or
This map unit is moderately suited to cultivated
crops, such as corn, soybeans, tobacco, and small
grain. Droughtiness and low fertility are the main
limitations. Winter cover crops, conservation tillage, and
cro�p�residue management help to conserve moisture
and maintain tilth. No -till planting, windbreaks, and a
cr6p rotation that includes close -growing crops also
conserve soil and water. Erosion is a moderate hazard
wfi'ere surface runoff concentrates in cultivated fields.
,;;This reap unit is well suited to hay and pasture
plants, especially coastal bermudagrass and
baiiiagrass. Proper stocking rates,,pasture rotation,
timely deferment of grazing, and restricted use during
wet periods help to keep the pasture in good condition.
This map unit is moderately suited to woodland. The
,,,
r:
,I
13
dominant native trees are loblolly pine and longleaf
pine. The understory species include sassafras and
blackjack oak. The brittle subsoil may retard, but does
not restrict, penetration by tree roots. The sandy
surface texture results in a moderate seedling mortality
rate and limits the use of equipment.
This map unit is moderately suited to most urban and
recreational uses. Streams that flow through the unit
are commonly dammed to make lakes for recreational
purposes. Housing developments commonly surround
these lakes. The moderately slow permeability is a
limitation on sites for septic tank absorption fields. The
sandy surface layer is a limitation affecting some
recreational uses.
The capability subclass is Ills. Based on loblolly pine
as the indicator species, -the woodland ordination
symbol is 7S.
BnD—Blaney loamy sand, 8 to 15 percent slopes.
This map unit consists mainly of strongly sloping, very
deep, well drained Blaney and similar soils on side
slopes in the uplands. Mapped areas are in long,
narrow bands above and parallel to most of the streams
in the sandhills. They range from about 10 to more than
100 acres in size.
Typically, the surface layer is grayish brown loamy
sand 9 inches thick. The subsurface layer is light
yellowish brown loamy sand 13 inches thick. The
subsoil extends to a depth of 46 inches. The upper part
is very pale yellow and light yellowish brown sandy clay
loam, and the lower part is brownish yellow sandy clay
loam that has reddish yellow and light gray mottles. The
underlying material to a depth of 64 inches is reddish
yellow sandy clay loam that has light gray and very pale
brown mottles and pockets of sandy loam and sandy
clay. In places the soil is sandy within a depth of 60
inches.
Permeability is moderately slow. Available water
capacity is low. Reaction is very strongly acid or
strongly acid, except where the surface layer has been
limed. A perched water table may be above the brittle
subsoil for brief periods after heavy rains.
Included in mapping are small areas of Gilead,
Vaucluse, and Candor soils. Gilead soils contain more
clay than the Blaney soil, and Vaucluse soils have a
thinner sandy surface layer. These soils are adjacent to
side slopes and are on short, steep slopes. Candor
soils contain less clay than the Blaney soil and are
adjacent to sandy areas. They are at the higher
elevations. Included soils make up about 20 percent of
the map unit.
Most areas of this map unit are woodland. A small
acreage is used for cultivated crops or pasture.
This map unit is poorly suited to cultivated crops

{
14
because of the hazard of erosion caused by the slope.
Contour farming, striperopping, conservation tillage,
crop residue management, and a crop rotation that
includes 1 or more years of grasses or legumes help to
control erosion.
This map unit is moderately suited to hay and
pasture. Proper stocking rates, pasture rotation, timely
deferment of grazing, and restricted use during wet
periods help to keep the pasture in good condition.
This map unit is moderately suited to woodland. The
dominant native trees are loblolly pine and longleaf
pine. The understory species include sassafras and
blackjack oak. The brittle subsoil may retard, but does
not restrict, penetration by tree roots. The sandy
surface texture and the slope result in a moderate
seedling mortality rate and limit the use of equipment.
Care should be taken to control erosion during planting
and harvesting in disturbed areas.
This map unit is poorly suited to most urban uses
and moderately suited to recreational uses. Streams
that flow through the unit are commonly dammed to
make lakes for. recreational purposes. Housing
developments commonly surround these lakes. The
slope and the restricted permeability in the subsoil are
limitations'on sites for septic tank absorption fields. The
slope is a limitation on sites for dwellings. The sandy
surface layer and the slope limit some recreational
uses.
The capability subclass is IVs. Based on loblolly pine
as the indicator species, the woodland ordination
symbol is.7S.
CaB—Candor sand, 0 to 8 percent slopes. This
map unit consists mainly of nearly level and gently
sloping, very deep, somewhat excessively drained
Candor and similar soils in broad upland areas, and, to
a lesser extent, on rounded side slopes in the uplands.
Mapped areas are irregular in shape and range from
about 5 to more than 100 acres in size.
Typically, the surface layer is dark grayish brown
sand 3 inches thick. The subsurface layer is yellowish
brown sand about 22 inches thick. The upper subsoil to
a depth of 35 inches is yellowish brown loamy sand. An
intermediate layer of yellow sand is between depths of
35 and 60 inches. The lower subsoil to a depth of 85
inches is reddish yellow sandy clay loam.
Permeability is rapid in the upper part and moderate
in the lower part. Available water capacity is very low.
Reaction ranges from extremely acid to strongly acid in
the subsoil, except where the surface layer has been
limed.
Included in mapping are small areas of Blaney,
Fuquay, and Wagram soils. These soils contain less
sand than the Candor soil and are in areas adjacent to
Soil Survey
side slopes and at the lowest elevations. Also included
are small areas of Wakulla and Lakeland soils. These
soils contain more sand than the Candor soil and are at
the higher elevations. Included soils make up about 20
percent of the map unit.
Most of this map unit is used for cultivated crops or
pasture. The remaining acreage is mainly,.woodland.
This map unit is poorly suited to cultivated crops,
such as corn, soybeans, small grain, and truck crops.
The main limitation is the very low available water
capacity. Soil blowing also is a limitation. Conservation
tillage, crop residue management, windbreaks, and a
cropping sequence that includes close -growing grasses
and legumes help to control soil blowing and conserve
moisture.
This map unit is moderately suited to hay and
pasture. Coastal bermudagrass and bahiagrass are the
preferred grasses. Proper stocking rates, pasture
rotation, timely deferment of grazing, and restricted use
during wet periods help to keep the pasture in good
condition.
This map unit is moderately suited to woodland. The
dominant trees are loblolly pine and longleaf pine. The
main understory species are blackjack oak and turkey
oak. The thick, sandy surface layer may limit the use of
equipment.
This map unit is moderately suited to most urban and
recreational uses. Lawns and shrubs may be difficult to
establish and to maintain because of leaching of plant
nutrients and droughtiness. Seepage and the instability
of ditchbanks and trench walls are limitations (fig. 2).
The capability subclass is IVs. Based on loblolly pine
as the indicator species, the woodland ordination
symbol is 4S.
CaD—Candor sand, 8 to 15 percent slopes. This
map unit consists mainly of strongly sloping, very deep,
somewhat excessively drained Candor and similar soils
on side slopes in the uplands. Mapped areas are long
and narrow and range from about 5 to 50 acres in size.
Typically, the surface layer is dark grayish brown
sand 3 inches thick. The subsurface layer is yellowish
brown sand about 22 inches thick. The upper subsoil to
a depth of 35 inches is yellowish brown loamy sand. An
intermediate layer of yellow sand is between depths of
35 and 60 inches. The lower subsoil to a depth of 85
inches is reddish yellow sandy clay loam.
Permeability is rapid in the upper part and moderate
in the lower part. Available water capacity is very low.
Reaction ranges from extremely acid to strongly acid in
the subsoil, except where the surface layer has been
limed.
Included in mapping are small areas of Blaney,
Fuquay, and Wagram soils. These soils contain less

I
wamm
gi-
ji
14.. A,
I.
'Y..0 ME

16
Soil Survey
main understory species are blackjack oak and turkey
oak. The slope and the thick, sandy surface layer may
limit the use of equipment.
This map unit is moderately suited to most urban and
recreational uses. The slope and the thick, sandy
surface layer are the main limitations. Lawns and
shrubs may be difficult to establish and to maintain
because of leaching of plant nutrients and droughtiness.
Seepage and the instability of ditchbanks and trench
walls also are limitations.
The capability subclass is IVs. Based on loblolly pine
as the indicator species, the woodland ordination
symbol is 4S.
CeB—Cecil fine sandy loam, 2 to 8 percent slopes.
This map unit consists mainly of gently sloping, very
deep, well drained Cecil and similar soils on convex
ridgetops in the uplands. It is along the Upper Little
River and the Cape Fear River west of Liliington.
Mapped areas are irregular in shape and range from
about 10 to 75 acres in size.
Typically, the surface layer is brown fine sandy loam
2 inches thick. The subsurface layer is reddish yellow
fine sandy loam 2 inches thick. The upper part of the
subsoil to a depth of 36 inches is red clay loam or clay.
The lower part to a depth of 55 inches is red loam. The
underlying material is multicolored red, yellow, and gray
loam that has soft, micaceous schist saprolite. In some
areas the surface layer is gravelly. In other areas
granite stones as much as 3 feet in diameter are on the
surface. In some eroded areas the surface layer is
sandy clay loam or clay loam. In areas adjacent to the
Coastal Plain, the surface layer commonly is loamy
sand. In places the subsoil is yellow.
Permeability is moderate. Available water capacity
also is moderate. Reaction is very strongly acid or
strongly acid, except where the surface layer has been
limed. The depth to bedrock is more than 60 inches.
Included in mapping are small areas of Pacolet,
Nason, Louisa, and Norfolk soils. Pacolet soils have a
thinner subsoil than that of the Cecil soil, and Nason
soils have soft bedrock within a depth of 60 inches.
These soils are in the steeper areas. Louisa soils have
a thinner subsoil than that of the Cecil soil and are on
very narrow, short, steep slopes adjacent to flood
plains. Norfolk soils contain less clay than the Cecil soil
and are in adjacent Coastal Plain areas. Included soils
make up about 20 to 35 percent of the map unit.
Most of this map unit is native woodland. A few areas
are used for crops or pasture.
This map unit is well suited to the cultivated crops
commonly grown in the area. The major crops are corn,
soybeans, and tobacco. Surface runoff and erosion are
the main management concerns. Terraces, grassed
waterways, field borders, crop residue management,
and conservation tillage can help to control erosion and
runoff.
This map unit is well suited to hay and pasture.
Proper stocking rates, pasture rotation, timely deferment
of grazing, and restricted use during wet periods help to
keep the pasture in good condition.
This map unit is well suited to woodland. Loblolly
pine, Virginia pine, a variety of oaks, yellow -poplar,
sweetgum, and hickory are the major canopy trees. The
understory trees include dogwood, American holly, red
cedar, black cherry, and red maple. No significant
limitations affect timber production.
This map unit is well suited to most urban and
recreational uses. The clayey subsoil and low strength
are limitations. Silt fences and sedimentation basins can
be used to control erosion on construction sites.
The capability subclass is Ile. Based on loblolly pine
as the indicator species, the woodland ordination
symbol is 8A.
CeD—Cecil fine sandy loam, 8 to 15 percent
slopes. This map unit consists mainly of strongly
sloping, very deep, well drained Cecil and similar soils
on side slopes in the uplands. It is along the Upper
Little River west of Lillington. Mapped areas are long
and narrow and range from about 10 to 100 acres in
size.
Typically, the surface layer is brown fine sandy loam
2 inches thick. The subsurface layer is reddish yellow
fine sandy loam 2 inches thick. The upper part of the
subsoil to a depth of 36 inches is red clay loam or clay.
The lower part to a depth of 55 inches is red loam. The
underlying material is multicolored red, yellow, and gray
loam that has soft, micaceous schist saprolite. In some
areas the surface layer is gravelly. In other areas
granite stones as much as 3 feet in diameter are on the
surface. In some eroded areas the surface layer is
sandy clay loam or clay loam. In areas adjacent to the
Coastal Plain, the surface layer commonly is loamy
sand. In places the subsoil is yellow.
Permeability is moderate. Available water capacity
also is moderate.. Reaction is very strongly acid or
strongly acid, except where the surface layer has been
limed. The depth to bedrock is more than 60 inches.
Included in mapping are small areas of Pacolet,
Nason, Louisa, and Norfolk soils. Pacolet soils have a
thinner subsoil than that of the Cecil soil, and Nason
soils have soft bedrock within a depth of 60 inches.
These soils are in the steeper areas. Louisa soils have
a thinner subsoil than that of the Cecil soil and are on
very narrow, short, steep slopes adjacent to flood
plains. Norfolk soils contain less clay than the Cecil soil
and are in adjacent Coastal Plain areas. Included soils

The site drops about 33 feet diagonally from the northwesterly
corner to the southeasterly corner and drops 17 feet elevation
from the northwesterly corner to the southwesterly corner. The
property also drops 16 feet from the southwesterly corner to the
southeasterly corner. Thus the southeasterly is the lowest elevation
on the property.
There is no drainage outlet available to discharge stormwater
from the site. Soil borings were performed on site to determine
soils were similar to Blaney and Candor soil series. Ksat values
were determined and high Ksat values from 8.98, 5.34 and
10.37 in/hr were high enough to retain the 100 yr. rainfall on site
and drain into the current soils without having to leave the site.
The site requires two infiltration basins to capture stormwater
for a 100 yr rainfall event and infiltrate back into the soil.
Each basin has a fore bay to dissipate the stormwater velocity
entering the pond then flowing over a soded basin that is non
erodible so water shall drain back into the soil. The upstream
pond holds storm water and slowly releases to the lower pond
to infiltrate at a faster rate.
The site has an approved erosion and sedimentation permit from
NCDENR.

Stormwater Routing Calculations
Pond 1
Elevation ft. Stage ft. Area sq.ft. Incremental Storage Cu. Ft. Storage cu ft.
341 0 5,236 0 0
345 4.0 12,994.5 36,461 36,461
349 8.0 20,753 67,495 103,956
b= In ( S21S 1) = In( 103,956/36,461) = 1.51
Ks= S2
\--j
Pond 2
In( 8/4)
103,956
(8)^1.51
= 4450
Elevation ft. Stage ft. Area sq.ft. Incremental Storage Cu. Ft Storage cu ft.
338 0 12,690 0 0
340.5 2.5 23,377 45,083.75 45,083.75
343 5.0 33,794 71,461.75 116,545.5
b= In( S21S l) = In( 116,545.5145,083.75) = 1.37
In( Z21Z1) In( 512.5)
Ks= S2 — 116,545.5 = 12,848
(Z2)^b (5)AI .37

Northgate, HWY NC 24-87 Harnett County, NC
Supplemental Boring Information
Boring SHWT Depth inches SHWT Depth feet SHWT el ft Ground el ft
1 67
5,58
339.92
345.50
2 48
4.00
343.07
347.07
3 32
2.67
347.73
350.40
4 128
10.67
330.63
341.30
5 140
11.67
327.69
339.36.
Boring Depth inches Depth feet Ksat inlhr Elev Ksat
1 43
3.58
8.98
341.92
2 60
5.00
0.192
342.07
3 68
5.67
0.168
344.73
4 60
5.00
5.34
336.30
5 60
5.00
10.37
334.36

Pond Q10
Q25
Q100
b
ks
1 24.91
28.15
32.63
1.51
4,450
2 24.06
27.15
31.53
1.37
12,848
1 ac+- 1.58 cfs drains from site over ground
Pond Bottom El Top El 100 Yr El
1 341.00 349.00 345.71
2 338.00 343.00 340.13
Pond Bottom Surface Area sq ft Volume 100 yr cu ft
1 5,236 46,195
2 12,690 47,500
Estimate infiltration time
(46,195 +47,500 cu ft) 19,039 sq ft infiltration area = 10.36 ft.
= 124.4 inches relative depth
124.4 inches / 8.23 in/hr = 15.11 hours to drain
Both ponds will drain and drawdown time should be between
10 to 15.11 hours for 100 yr storm. There is abundance
of drainage capacity

Operation of drainage ponds
Pond 1 is designed to hold the 100 yr storm and drain to Pond 2 over a 2 day period
where stormwater shall rapidly drain into the soil where all stormwater runoff is
contained on site. Pond 2 has an emergency grass overflow weir incase flows well exceed
the 100 yr plus rainfall event.
Each pond has a small fore bay to dissipate incoming flows. Both basins are sodded so
to stabilize ponds and the grass provides erosion protection to each basin.
Once the site is developed, pond 1 S14WT will become lower, thus reducing flow into
pond 2. With the three to one side slopes. Thee ponds shall have the appearance ofbeing
dry and have shallow depths of stormwater that shall drain in about two hours. Because
of the fast infiltration, a fence is not required around either pond.
The basins shall be easy to maintain by mowing and removing the grass clippings.
Sand accumulation should be easy to remove. All properties on site shall participate in
the operation and maintenance cost of each pond.

M
Y
HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL Pond 1 Northgate Q100 Dec. 13, 2011
Time
to slowly drain Pond 2 into Pond 1
2400 minutes or 1.67 days Design Drawdown 0.7 cfs
Given Inputs:,:
QP=(cfs)
0.00
QMAX (cfs)
0.75
Estimated Volume of Runnoff cu ft
� MAX � •. e
TP(min)=
18.00
STAGE-(ff}z,
4.71 345.71ft.
Vol 1'39QpTpr'
dT(min)=
30.00
--- , 6 4, "°
's s
s 41
Volume runoWcu ft o
Volume storage�cu ft��.48,1$5
ks= 4450.00
b=
1.51
RISER'',BARR_E_L�
m„'PIPESzAt
s(i,77:74.',WEIR
kr
N=
1.00
LW=i 0.00
NR= 1.00 NB= 1.00
Cd=
0.59
CW= 3.00
CWR= 3.30 CB= 0.59
D(in)=
4.00
ZW=, 5.50
DR=(ft) 2.50 DB=(ft) 1.25
Z(ft)=
1,25
(diameter) EB=(ft) 0.00
ER=(ft) 5.50
CDR= 0.59
TIME INFLOW STAGE q; ;STORAGE OUTFLOW
min cfs ft, �'cu:ft a cfs
0.00
0.00
0.00
46,195.00
0.00
0.00
0.00
0.00
0.00
0.00
30.00
0.00
4.71
46,195.00
0.75
0.75
0.00
0.00
0.00
0.00
60.00
0.00
4.62
44,847.49
0.74
0.74
0.00
0.00
0.00
0.00
90.00
0.00
4.53
43,518.82
0.73
0.73
0.00
0.00
0.00
0.00
120.00
0.00
4.44
42,209.19
0.72
0.72
0.00
0.00
0.00
0.00
150.00
0.00
4.35
40,91839
0.71
0.71
0.00
0.00
0.00
0.00
180.00
0.00
4.26
39,647.82
0.70
0.70
0.00
0.00
o.aa
0.00
210.00
0.00
4.17
38,396.51
0.68
0.68
0.00
0.00
0.00
0.00
240.00
0.00
4.08
37,165.05
0.67
0.67
0.00
0.00
0.00
0.00
270.00
0.00
3.99
35,953.69
0.66
0.66
0.00
0.00
0.00
0.00
300.00
0.00
3.90
34,762.64
0.65
0.65
0.00
0.00
0.00
0.00
330.00
0.00
3.81
33,592.14
0.64
0.64
0.00
0.00
0.00
0.00
360.00
0.00
3.73
32,442.43
0.63
0.63
0.00
0.00
0.00
0.00
390.00
0.00
3.64
31, 313.77
0.62
0.62
0.00
0.00
0.00
0.00
420.00
0.00
3.55
30,206.41
0.60
0.60
0.00
0.00
0.00
0.00
450.00
0.00
3.47
29,120.62
0.59
0.59
0.00
0.00
0.00
0.00
480.00
0.00
3.39
28,056.66
0.58
0.58
0.00
0.00
0.00
0.00
510.00
0.00
3.30
27, 014.82
0.57
0.57
0.00
0.00
0.00
0.00
540.00
0.00
3.22
25,995.40
0.55
0.55
0.00
0.00
0.00
0.00
570.00
0.00
3.14
24,998,68
0.54
0.54
0.00
0.00
0.00
0.00
600.00
0.00
3.05
24,024.99
0.53
0.53
0.00
0.00
0.00
0.00
630.00
0.00
2.97
23,074.63
0.51
0.51
0.00
0.00
0.00
0.00
660.00
0.00
2.89
22,147.93
0.50
0.50
0.00
0.00
0.00
0.00
690.00
0.00
2.82
21,245.25
0.49
0.49
0.00
0.00
0.00
0.00
720.00
0.00
2.74
20,366.92
0.47
0.47
0,00
0.00
0.00
0.00
750.00
0.00
2.66
19,513,31
0.46
0.46
0.00
0.00
0.00
0.00
780.00
0.00
2.59
18,684.79
0.45
0.45
0.00
0.00
0.00
0.00

810.00
0.00
2.51
17,881.75
0.43
0.43
0.00
0.00
0.00
0.00
840.00
0.00
2.44
17,104,58
0.42
0.42
0.00
0.00
0.00
0.00
870.00
0.00
2.37
16,353.70
0.40
0.40
0.00
0.00
0.00
0.00
900.00
0.00
2.30
15,629.52
0.39
0.39
0.00
0.00
0.00
0.00
930.00
0.00
2.23
14,932.50
0.37
0.37
0.00
0.00
0.00
0.00
960.00
0.00
2.16
14,263.06
0.36
0.36
0.00
0.00
0.00
0.00
990.00
0.00
2.10
13,621.68
0.34
0.34
0,00
0.00
0.00
0.00
1020.00
0.00
2.03
13,008.84
0.32
0.32
0.00
0.00
0.00
0.00
1050.00
0.00
1.97
12,425.02
0.31
0.31
0.00
0.00
0.00
0.00
1080.00
0.00
1.92
11,870.73
0.29
0.29
0.00
0.00
0.00
0.00
1110.00
0.00
1.86
11,346.48
0.27
0.27
0.00
0.00
0.00
0.00
1140.00
0.00
1.80
10,852.80
0.26
0.26
0.00
0.00
0.00
0.00
1170.00
0.00
1.75
10,390.23
0.24
0.24
0.00
0.00
0.00
0.00
1200.00
0.00
1.70
9,959.33
0.22
0.22
0.00
0.00
0.00
0.00
1230.00
0.00
1.66
9,560.66
0.20
0.20
0.00
0.00
0.00
0.00
1260.00
0.00
1.62
9.194.82
0.18
0.18
0.00
0.00
0.00
0.00
1290.00
0.00
1.58
8,862.40
0.17
0,17
0.00
0.00
0.00
0.00
1320.00
0.00
1.54
8,565.39
0.14
0.14
0.00
0.00
0.00
0.00
1350.00
0.00
1.51
8,314.90
0.12
0.12
0.00
0.00
0.00
0.00
1380.00
0.00
1.49
8,101.93
0.10
0.10
0.00
0.00
0.00
0.00
1410.00
0.00
1.46
7,919.50
0.09
0.09
0.00
0.00
0.00
0.00
1440.00
0.00
1.45
7,762.15
0.08
0.08
0.00
0.00
0.00
0.00
1470.00
0.00
1.43
7,625.56
0.07
0.07
0.00
0.00
0.00
0.00
1500.00
0.00
1.41
7.506.30
0.06
0.06
0.00
0.00
0.00
0.00
1530.00
0.00
1.40
7,401.58
0.05
0.05
0.00
0.00
0.00
0.00
1560.00
0.00
1.39
7,309.16
0.05
0.05
0.00
0.00
0.00
0.00
1590.00
0.00
1.38
7,227.22
0.04
0.04
0.00
0.00
0.00
0.00
1620.00
0.00
1.37
7,154.23
0.04
0.04
0.00
0.00
0.00
0.00
1650.00
0.00
1.36
7,088.96
0.03
0.03
0.00
0.00
0.00
0.00
1680.00
0.00
1.35
7,030.36
0.03
0.03
0.00
0.00
0.00
0.00
1710.00
0.00
1.35
6,977.56
0.03
0.03
0.00
0.00
0.00
0.00
1740.00
0.00
1.34
6,929.83
0.02
0.02
0.00
0.00
'0.00
0.00
1770.00
0.00
1.34
6,886.53
0.02
0.02
0.00
0.00
0.00
0.00
1800.00
0.00
1.33
6,847.13
0.02
0.02
0.00
0.00
0.00
0.00
1830,00
0.00
1.33
6,811.20
0.02
0.02
0.00
0.00
0.00
0.00
1860.00
0.00
1.32
6,778.32
0.02
0.02
0.00
0.00
0.00
0.00
1890.00
0.00
1.32
6,748.17
0.02
0.02
0.00
0.00
0.00
0.00
1920.00
0.00
1.31
6,720.46
0.01
0.01
0.00
0.00
0.00
0.00
1950.00
0.00
1.31
6,694.92
0.01
0.01
0.00
0.00
0.00
0.00
1980.00
0.00
1.31
6,671.34
0.01
0.01
0.00
0.00
0.00
0.00
2010.00
0.00
1.30
6,649.52
0.01
0.01
0.00
0.00
0.00
0.00
2040.00
0.00
1.30
6,629.29
0.01
0.01
0.00
0.00
0.00
0.00
2070.00
0.00
1.30
6,610.51
0.01
0.01
0.00
0.00
0.00
0.00
2100.00
0.00
1.30
6,593.03
0.01
0.01
0.00
0.00
0.00
0.00
2130.00
0.00
1.30
6,576.74
0.01
0,01
0.00
0.00
0.00
0.00
2160.00
0.00
1.29
6,561.53
0.01
0.01
0.00
0.00
0.00
0.00
2190.00
0.00
1.29
6,547.31
0.01
0.01
0.00
0.00
0.00
0.00
2220.00
0.00
1.29
6,534.00
0.01
0.01
0.00
0.00
0.00
0.00
2250.00
0.00
1.29
6,521.52
0.01
0.01
0.00
0.00
0.00
0.00
2280.00
0.00
1.29
6,509.80
0.01
0.01
0.00
0.00
0.00
0.00
2310.00
0.00
1.29
6,498.78
0.01
0.01
0.00
0.00
0.00
0.00
2340.00
0.00
1.28
6,488.41
0.01
0.01
0.00
0.00
0.00
0.00

2370.00
0.00
1.28
6,478.63
0.01
0.01
0.00
0.00
0.00
0.00
2400.00
0.00
1.28
6,469.41
0.00
0.00
0.00
0.00
0.00
0.00
2430,00
0.00
1.28
6,460,70
0.00
0.00
0.00
0.00
0.00
0.00
2460.00
0.00
1.28
6,452.46
0.00
0.00
0.00
0.00
0.00
0.00
2490.00
0.00
1.28
6,444.66
0.00
0.00
0.00
0.00
0.00
0.00
2520.00
0.00
1.28
6,437.28
0.00
0.00
0.00
0.00
0.00
0.00
2550.00
0.00
1.28
6,430.27
0.00
0.00
0.00
0.00
0.00
0.00
2580.00
0.00
1.28
6,423.62
0.00
0.00
0.00
0.00
0.00
0.00
2610.00
0.00
1.27
6,417,30
0.00
0.00
0.00
0.00
0.00
0.00
2640.00
0.00
1.27
6,411.29
0.00
0.00
0.00
0.00
0.00
0.00
2670,00
0.00
1.27
6,405.57
0.00
0.00
0.00
0.00
0.00
0.00
2700.00
0.00
1.27
6,400.12
0.00
0.00
0.00
0.00
0.00
0.00
2730.00
0.00
1.27
6,394.93
0.00
0.00
0.00
0.00
0.00
0.00
2760.00
0.00
1.27
6,389.98
0.00
0.00
0.00
0.00
0.00
0.00
2790.00
0.00
1.27
6,385,25
0.00
0.00
0.00
0.00
0.00
0.00
2820.00
0.00
1.27
6,380.73
0.00
0.00
0.00
0.00
0.00
0.00
2850.00
0.00
1.27
6,376.41
0.00
0.00
0.00
0.00
0.00
0.00
2880.00
0.00
1.27
6,372.28
0.00
0.00
0.00
0.00
0.00
0.00
2910.00
0.00
1.27
6,368.32
0.00
0.00
0.00
0.00
0.00
0.00
2940.00
0.00
1.27
6,364.54
0.00
0.00
0.00
0.00
0.00
0.00
2970.00
0.00
1.27
6,360,90
0.00
0.00
0.00
0.00
0.00
0.00
3000,00
0.00
1.27
6,357.42
0.00
0.00
0.00
0.00
0.00
0.00
3030.00
0.00
1.27
6,354.08
0.00
0.00
0.00
0.00
0.00
0.00
3060.00
0.00
1.27
6,350.87
0.00
0.00
0.00
0.00
0.00
0.00
3090.00
0.00
1.27
6,347.79
0.00
0.00
0.00
0.00
0.00
0.00
3120.00
0.00
1.26
6,344.83
0.00
0.00
0.00
0.00
0.00
0.00
3150.00
0.00
1.26
6,341,98
0.00
0.00
0.00
0.00
0.00
0.00
3180,00
0.00
1.26
6,339.24
0.00
0.00
0.00
0.00
0.00
0.00
3210.00
0.00
1.26
6,336,60
0.00
0.00
0.00
0.00
0.00
0.00
3240.00
0.00
1.26
6,334.06
0.00
0.00
0.00
0.00
0.00
0.00
3270.00
0.00
1.26
6,331.61
0.00
0.00
0.00
0.00
0.00
0.00
3300.00
0.00
1.26
6,329.25
0.00
0.00
0.00
0.00
0.00
0.00
3330,00
0.00
1.26
6,326.97
0.00
0.00
0.00
0.00
0.00
0.00
3360.00
0.00
1.26
6,324,77
0.00
0.00
0.00
0.00
0.00
0.00
3390,00
0.00
1.26
6,322.65
0.00
0.00
0.00
0.00
0.00
0.00
3420,00
0.00
1.26
6,320.61
0.00
0.00
0.00
0.00
0.00
0.00
3450.00
0.00
1.26
6,318.63
0.00
0.00
0.00
0.00
0.00
0.00
3480.00
0.00
1.26
6,316.72
0.00
0.00
0.00
0.00
0.00
0.00
3510,00
0.00
1.26
6,314.87
0.00
0.00
0.00
0.00
0.00
0.00
3540.00
0.00
1.26
6,313.08
0.00
0.00
0.00
0.00
0.00
0.00
3570,00
0.00
1.26
6,311.35
UO
0.00
0.00
0.00
0.00
0.00
3600.00
0.00
1.26
6,309.68
0.00
0.00
0.00
0.00
0.00
0.00
3630.00
0.00
1.26
6,308.06
0.00
0.00
0.00
0.00
0.00
0.00
3660.00
0.00
1.26
6,306.49
0.00
0.00
0.00
0.00
0.00
0.00
3690.00
0.00
1.26
6,304.97
0.00
0.00
0.00
0.00
0.00
0.00
3720.00
0.00
1.26
6,303.50
0.00
0.00
0.00
0.00
0.00
0.00
3750.00
0.00
1.26
6,302.07
0.00
0.00
0.00
0.00
0.00
0.00
3780.00
0.00
1.26
6,300.68
0.00
0.00
0.00
0.00
0.00
0.00
3810.00
0.00
1.26
6,299.34
0.00
0.00
0.00
0.00
0.00
0.00
3840.00
0.00
1.26
6,298.03
0.00
0.00
0.00
0.00
0.00
0.00
3870.00
0.00
1.26
6,296.77
0.00
0.00
0.00
0.00
0.00
0.00
3900.00
0.00
1.26
6,295.54
0.00
0.00
0.00
0.00
0.00
0.00

3930.00
0.00
1.26
6,294.34
0.00
0.00
0.00
0.00
0.00
0.00
3960.00
0.00
1.26
6,293.18
0.00
0.00
0.00
0.00
0.00
0.00
3990.00
0.00
1.26
6,292.05
0.00
0.00
0.00
0.00
0.00
0.00
4020.00
0.00
1.26
6,290.96
0.00
0.00
0.00
0.00
0.00
0.00
4050.00
0.00
1.26
6,289.89
0.00
0.00
0.00
0.00
0.00
0.00
4080,00
0.00
1.26
6,288.86
0.00
0.00
0.00
0.00
0.00
0.00
4110.00
0.00
1.26
6,287.85
0.00
0.00
0.00
0.00
0.00
0.00
4140.00
0.00
1.26
6,286,87
0.00
0.00
0.00
0.00
&00
0.00
4170.00
0.00
1.26
6,285.91
0.00
0.00
0.00
0.00
0.00
0.00
4200.00
0.00
1.26
6,284.98
0.00
0.00
0.00
0.00
0.00
0.00
4230,00
0.00
1.26
6,284.07
0.00
0.00
0.00
0.00
0.00
0.00
4260.00
0.00
1.26
6,283.19
0.00
0.00
0.00
0.00
0.00
0.00
4290.00
0.00
1.26
6,282.33
0.00
0.00
0.00
0.00
0.00
0.00
4320,00
0.00
1.26
6,281.50
0.00
0.00
0.00
0.00
0.00
0.00
4350.00
0.00
1.26
6,280.68
0.00
0.00
0.00
0.00
0.00
0.00
4380.00
0.00
1.26
6,279.88
0.00
0.00
0.00
0.00
0.00
0.00
4410.00
0.00
1.26
6,279.11
0.00
0.00
0.00
0.00
0.00
0.00
4440,00
0.00
1.26
6,278.35
0.00
0.00
0.00
0.00
0.00
0.00
4470.00
0.00
1.26
6,277.61
0.00
0.00
0.00
0.00
0.00
0.00
4500.00
0.00
1.26
6,276.89
0.00
0.00
0.00
0.00
0.00
0.00
4530.00
0.00
1.26
6,276.19
0.00
0.00
0.00
0.00
0.00
0.00
4560.00
0.00
1.26
6,275.50
0.00
0.00
0.00
0.00
0.00
0.00
4590.00
0.00
1.26
6,274.83
0.00
0.00
0.00
0.00
0.00
0.00
4620.00
0.00
1.26
6,274.18
0.00
0.00
0.00
0.00
0.00
0.00
4650.00
0.00
1.26
6,273.54
0.00
0.00
0.00
0.00
0.00
0.00
4680.00
0.00
1.26
6,272.91
0.00
0.00
0.00
0.00
0.00
0.00
4710.00
0.00
1.26
6,272.30
0.00
0.00
0.00
0.00
0.00
0.00
4740.00
0.00
1.26
6,271.71
0.00
0.00
0.00
0.00
0.00
0.00
4770.00
0.00
1.26
6,271.13
0.00
0.00
0.00
0.00
0.00
0.00
4800.00
0.00
1,25
6,270.56
0.00
0.00
0.00
0.00
0.00
0.00
4830.00
0.00
1.25
6,270.00
0.00
0.00
0.00
0.00
0.00
0.00
4860.00
0.00
1.25
6,269.45
0.00
0.00
0.00
0.00
0.00
0.00
4890.00
0.00
1.25
6,268.92
0.00
0.00
0.00
0.00
0.00
0.00
4920.00
0.00
1.25
6,268.40
0.00
0.00
0.00
0.00
0.00
0.00
4950.00
0.00
1.25
6,267.89
0.00
0.00
0.00
0.00
0.00
0.00
4980.00
0.00
1.25
6,267.39
0.00
0.00
0.00
0.00
0.00
0.00
5010.00
0.00
1.25
6,266.91
0.00
0.00
0.00
0.00
0.00
0.00
5040,00
0.00
1.25
6,266.43
0.00
0.00
0.00
0.00
0.00
0.00
5070.00
0.00
1.25
6,265.96
0.00
0.00
0.00
0.00
0.00
0.00
5100.00
0.00
1.25
6,265.50
0.00
0.00
0.00
0.00
0.00
0.00
5130.00
0.00
1.25
6,265.05
0.00
0.00
0.00
0.00
0.00
0.00
5160,00
0.00
1.25
6,264.61
0.00
0.00
0.00
0.00
0.00
0.00
5190.00
0.00
1.25
6,264.18
0.00
0.00
0.00
0.00
0.00
0.00
5220.00
0.00
1.25
6.263.76
0.00
0.00
0.00
0.00
0.00
0.00
5250.00
0.00
1.25
6,263.35
0.00
0.00
0.00
0.00
0.00
0.00
5280,00
0.00
1.25
6,262.94
0.00
0.00
0.00
0.00
0.00
0.00

0.70
0.60 -
0.50 -
0 0.40 -
E
0.30 -
0.20 -
H yd ro g ra p h
'AWL I
i , "4
t
_ '�, m�.r<,�,k'.�. .f-3° '�", "ia, � � 'r'. .�� a �:� � m �✓' � -' °� � .:.'�aA�c�':: '3 _`":iv �"� a° -'�
� D< s x� �' rxti 1�..i ,4v<� �n �':�{'3raa2.' �...��✓"' �.�'"�e''_'�.�k;.,;'�'s„�---�ziC'�n v':�"-�`,4
4,,w C'',p k '�+.`i"�a?° i t` �
a
-.� r. - ' s � »,r
§ =
5-.
.a
VP,
�-
0.00 -
.x
0.00
1 - I i 1 1
20.00 40.00 60.00 80.00 100.00
Time minutes
inflow
-¢Outflow

11
HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL Pond 2 Northgate Q100 Dec. 13,2011
7
-7774 Given Inpqts 7�c7'7, �777;'T'� 7 'f
QP=(cfs) 31.53 OMAX=(cfs) 0.00 Estifnated,,Vol6me0 RunnoffcuA
;MAX.1, Y--
TP(min)= 18.00 2.60 340.6Vol =l39QpTp,,,,
'
dT(min)= 1.00 Volume.runoff,'cu 47,333
3,-
ks= 12848.00
b= 1.37
77
RISERBARREL'S'
N=
0.00
LW=i
0.00
NR=
0.00
NB=
0.00
Cd=
0.59
CW=
3.00
CWR=
130
CB=
0,59
D(in)=
4,00
ZW=i
5.50
DR=(ft)
2.00
DB=(ft)
1.25
Z(ft)=
1.25
(diameter)
EB=(ft)
0.00
ER=(ft)
5.00
CDR=
0.59
TIME
'-'STAGE-
CULVERVV
-"BARREL
7, 9-T'61WE'
OUTFLOW
min
cfs
, �mu'Wk-
cfsWcf�v
4
WEIR.
KQRIFICEj"{",
c"
I
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.95
0.01
14.37
0.00
0,00
0.00
0,00
0.00
0.00
3.00
2.11
0.02
71.42
0.00
0.00
0.00
0.00
0.00
0.00
4.00
3.69
0.05
198.14
0.00
0,00
0.00
0.00
0.00
0,00
5.00
5.63
0.08
419.44
0.00
0.00
0.00
0.00
0.00
0.00
6.00
7.88
0.13
757.33
0.00
0.00
0.00
0.00
0.00
0.00
7.00
10.37
0.18
1,230.28
0.00
0,00
0.00
0.00
0.00
0.00
8.00
13.03
0.24
1,852.66
0.00
0.00
0.00
0.00
0.00
0.00
9,00
15.77
0.31
2,634.31
0.00
0.00
0.00
0.00
0.00
0.00
10.00
18,50
0.39
3,580.21
0.00
0.00
0.00
0.00
0.00
0.00
11.00
21,16
0.48
4,690.36
0.00
0.00
0.00
0.00
0.00
0.00
12.00
23.65
0.57
5,959.78
0.00
0.00
0.00
0.00
0.00
0.00
13.00
25.90
0,67
7,378.63
0.00
0.00
0.00
0.00
0.00
0.00
14,00
27,84
0,77
8,932.54
0.00
0.00
0.00
0.00
0.00
0.00
15.00
29.42
0.87
10,60104
0.00
0.00
0.00
0.00
0.00
0.00
16,00
30.58
0.97
12,368.12
0.00
0.00
0.00
0.00
0.00
0.00
17.00
31.29
1.08
14,202,87
0.00
0.00
0.00
0.00
0,00
0.00
18.00
31.53
1.18
16,080.30
0.00
0.00
0.00
0,00
0.00
0,00
19.00
31.29
1.28
17,972.10
0.00
0.00
0.00
0.00
0.00
0.00
20.00
30.58
1.37
19,849,53
0.00
0.00
0,00
0.00
0.00
0.00
21.00
29.42
1.47
21,684.28
0.00
0.00
0.00
0.00
0.00
0.00
22.00
27.84
1.55
23,449.36
0.00
0.00
0.00
0.00
0.00
0.00
23,00
25,99
1,63
25,119.86
0.00
0.00
0.00
0.00
0.00
0.00
24.00
24.18
1.70
26,679,25
0.00
0.00
0.00
0.00
0.00
0.00
25.00
22.49
1.77
28,129.98
0.00
0.00
0.00
0,00
0.00
0.00
26.00
20.93
1.83
29,479,64
0,00
0.00
0,00
0.00
0.00
0.00

27.00
19.47
1.89
30,735.25
0.00
0.00
0.00
0.00
0.00
0.00
28.00
18.11
1.94
31,903.38
0.00
0.00
0.00
0.00
0.00
0.00
29.00
16.85
1.99
32,990.12
0.00
0.00
0.00
0.00
0.00
0.00
30.00
15.68
2.03
34,001,14
0.00
0.00
0.00
0.00
0.00
0.00
31.00
14.58
2.08
34,941.72
0.00
0.00
0.00
0.00
0.00
0.00
32.00
13.57
2.11
35,816.76
0.00
0.00
0.00
0.00
0.00
0.00
33.00
12.62
2.15
36,630,83
0.00
0.00
0.00
0.00
0.00
0.00
34.00
11.74
2.18
37,388.19
0.00
0.00
0.00
0.00
0.00
UO
35.00
10.92
2.21
38,092.77
0.00
0.00
0.00
0.00
0.00
0.00
36.00
10.16
2.24
38,748.26
0.00
0.00
0.00
0.00
0.00
0.00
37.00
9.46
2.26
39,358,07
0.00
0.00
0.00
0.00
0.00
0.00
38.00
8.80
2.29
39,925.40
0.00
0.00
0.00
0.00
0.00
0.00
39.00
8.18
2.31
40,453.20
0.00
0.00
0.00
0.00
0.00
0.00
40.00
7.61
2,33
40,944.23
0.00
0.00
0.00
0.00
0.00
0.00
41.00
7.08
2.35
41,401.04
0.00
0.00
0.00
0.00
0.00
0.00
42.00
6.59
2.37
41,826.02
0.00
0.00
0.00
0.00
0.00
0.00
43.00
6.13
2.38
42,221.39
0.00
0.00
0.00
0.00
0.00
0.00
44.00
5.70
2.40
42,589.22
0.00
0.00
0.00
0.00
0.00
0.00
45.00
5.31
2.41
42,931.41
0.00
0.00
0.00
0.00
0.00
0.00
46.00
4.94
2.43
43,249.77
0.00
0.00
0.00
0.00
0.00
0.00
47.00
4.59
2.44
43,545.94
0.00
0.00
0.00
0.00
0.00
0.00
48.00
4.27
2.45
43,821.47
0.00
0.00
0.00
0.00
0.00
0.00
49.00
3.97
2.46
44,077,81
0.00
0.00
0.00
0.00
0.00
0.00
50.00
3.70
2.47
44,316.29
0.00
0.00
0.00
0.00
0.00
0.00
51.00
3.44
2.48
44,538.15
0.00
0.00
0.00
0.00
0.00
0.00
52.00
3.20
2.49
44,744.55
0.00
0.00
0.00
0.00
0.00
0.00
53.00
2.98
2.49
44,936.57
0.00
0.00
0.00
0.00
0.00
0.00
54.00
2.77
2.50
45,115.21
0.00
0.00
0.00
0.00
0.00
0.00
55.00
2.58
2.51
45,281.41
0.00
0.00
0.00
0.00
0.00
0.00
56.00
2.40
2.51
45,436.02
0.00
0.00
0.00
0.00
0.00
0.00
57.00
2.23
2.52
45,579.86
0.00
0.00
0.00
0.00
0.00
0.00
58.00
2.07
2.53
45,713.68
0.00
0.00
0.00
0.00
0.00
0.00
59.00
1.93
2.53
45, 838.18
0.00
0.00
0.00
0.00
0.00
0.00
60.00
1.80
2.54
45,954.00
0.00
0.00
0.00
0.00
0.00
0.00
61.00
1.67
2.54
46,061.75
0.00
0.00
0.00
0.00
0.00
0.00
62.00
1.55
2.54
46,162,00
0.00
0.00
0.00
0.00
0.00
0.00
63.00
1.45
2.55
46,255.26
0.00
0.00
0.00
0.00
0.00
0.00
64.00
1.35
2.55
46,342.02
0.00
0.00
0.00
0.00
0.00
0.00
65.00
1.25
2.55
46,422.73
0.00
0.00
0.00
0.00
0.00
0.00
66.00
1.16
2.56
46,497.83
0.00
0.00
0.00
0.00
0.00
0.00
67.00
1.08
2,56
46,567.69
0.00
0.00
0.00
0.00
0.00
0.00
68.00
1.01
2.56
46,632.68
0.00
0.00
0.00
0.00
0.00
0.00
69.00
0.94
2.56
46,693.14
0.00
0.00
0.00
0.00
0.00
0.00
70.00
0.87
2.57
46,749.39
0.00
0.00
0.00
0.00
0.00
0.00
71.00
0.81
2.57
46,801.73
0.00
0.00
0.00
0.00
0.00
0.00
72.00
0.75
2.57
46,850.41
0.00
0.00
0.00
0.00
0.00
0.00
73.00
0.70
2.57
46, 895.71
0.00
0.00
0.00
0.00
0.00
0.00
74.00
0.65
2.57
46,937.84
0.00
0.00
0.00
0.00
0.00
0.00
75.00
0.61
2.58
46,977.04
0.00
0.00
0.00
0.00
0.00
0.00
76.00
0.57
2.58
47,013.51
0.00
0.00
0.00
0.00
0.00
0.00
77.00
0.53
2.58
47,047.44
0.00
0.00
0.00
0.00
0.00
0.00
78.00
0.49
2.58
47,079.01
0.00
0.00
0.00
0.00
0.00
0.00

79.00
0.46
2.58
47,108.37
0.00
0.00
0.00
0.00
0.00
0.00
80.00
0.42
2.58
47,135.69
0.00
0.00
0.00
0.00
0.00
0.00
81.00
0.39
2.58
47,161.11
0.00
0.00
0.00
0.00
0.00
0.00
82.00
0.37
2.58
47,184.76
0.00
0.00
0.00
0.00
0.00
0.00
83.00
0.34
2.59
47,206.75
0.00
0.00
0.00
0.00
0.00
0.00
84.00
0.32
2.59
47.227.22
0.00
0.00
0.00
0.00
0.00
0.00
85.00
0.30
2.59
47,246.26
0.00
0.00
0.00
0.00
0.00
0.00
86.00
0.27
2.59
47,263.97
0.00
0.00
0.00
0.00
0.00
0.00
87.00
0.26
2.59
47.280.45
0.00
0.00
0.00
0.00
0.00
0.00
88.00
0.24
2.59
47,295.78
0.00
0.00
0.00
0.00
0.00
0.00
89.00
0.22
2.59
47,310.04
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.21
2.59
47,323.31
0.00
0.00
0.00
0.00
0.00
0.00
91.00
0.19
2.59
47,335.65
0.00
0.00
0.00
0.00
0.00
0.00
92.00
0.18
2.59
47,347.14
0.00
0.00
0.00
0.00
0.00
0.00
93.00
0.17
2.59
47,357.82
0.00
0.00
0.00
0.00
0.00
0.00
94.00
0.15
2.59
47,367,76
0.00
0.00
0.00
0.00
0.00
0.00
95.00
0.14
2.59
47.377.01
0.00
0.00
0.00
0.00
0.00
0.00
96.00
0.13
2.59
47,385.61
0.00
0.00
0.00
0.00
0.00
0.00
97.00
0.12
2.59
47,393.61
0.00
0.00
0.00
0.00
0.00
0.00
98.00
0.12
2.59
47,401.06
0.00
0.00
0.00
0.00
0.00
0.00
99.00
0.11
2.59
47,407.98
0.00
0.00
0.00
0.00
0.00
0.00
100.00
0.10
2.59
47,414.43
0.00
0.00
0.00
0.00
0.00
0.00
101.00
0.09
2.59
47,420.42
0.00
0.00
0.00
0.00
0.00
0.00
102.00
0.09
2.59
47,426.00
0.00
0.00
0.00
0.00
0.00
0.00
103.00
0.08
2.59
47,431.19
0.00
0.00
0.00
0.00
0.00
0.00
104.00
0.07
2.59
47,436.02
0.00
0.00
0.00
0.00
0.00
0.00
105.00
0.07
2.59
47,440.51
0.00
0.00
0.00
0.00
0.00
0.00
106.00
0.06
2.59
47,444.69
0.00
0.00
0.00
0.00
0.00
0.00
107.00
0.06
2.60
47,448.57
0.00
0.00
0.00
0.00
0.00
0.00
108.00
0.06
2.60
47,452.19
0.00
0.00
0.00
0.00
0.00
0.00
109.00
0.05
2.60
47,455.55
0.00
0.00
0.00
0.00
0.00
0.00
110.00
0.05
2.60
47,458.68
0.00
0.00
0.00
0.00
0.00
0.00
111.00
0,05
2.60
47, 461. 59
0.00
0.00
0.00
0.00
0.00
0.00
112.00
0.04
2.60
47,464.30
0.00
0.00
0.00
0.00
0.00
0.00
113.00
0.04
2.60
47,466.82
0.00
0.00
0.00
0.00
0.00
0.00
114.00
0.04
2.60
47,469.17
0.00
0.00
0.00
0.00
0.00
0.00
115.00
0.03
2.60
47,471.35
0.00
0.00
0.00
0.00
0.00
0.00
116.00
0.03
2.60
47,473,38
0.00
0.00
0.00
0.00
0.00
0.00
117.00
0.03
2.60
47,475.27
0.00
0.00
0.00
0.00
0.00
0.00
118.00
0.03
2.60
47,477.02
0.00
0.00
0.00
0.00
0.00
0.00
119.00
0.03
2.60
47,478.66
0.00
0.00
0.00
0.00
0.00
0.00
120.00
0.02
2.60
47,480.18
0.00
0.00
0.00
0.00
0.00
0.00
121.00
0.02
2.60
47,481,59
0.00
0.00
0.00
0.00
0.00
0.00
122.00
0.02
2.60
47,482.91
0.00
0.00
0.00
0.00
0.00
0.00
123.00
0.02
2.60
47,484.13
0.00
0.00
0.00
0.00
0.00
0.00
124.00
0.02
2.60
47,485.27
0.00
0.00
0.00
0.00
0.00
0.00
125.00
0.02
2.60
47,486.33
0.00
0.00
0.00
0.00
0.00
0.00
126.00
0.02
2.60
47,487.31
0.00
0.00
0.00
0.00
0.00
0.00
127.00
0.01
2.60
47,488.23
0.00
0.00
0.00
0.00
0.00
0.00
128.00
0.01
2.60
47,489.08
0.00
0.00
0.00
0.00
0.00
0.00
129.00
0.01
2.60
47,489.88
0.00
0.00
0.00
0.00
0.00
0.00
130.00
0.01
2.60
47,490.61
0.00
0.00
0.00
0.00
0.00
0.00

131.00
0.01
2.60
47,491.30
0.00
0.00
0.00
0.00
0.00
0.00
132.00
0.01
2.60
47,491.94
0.00
0.00
0.00
0.00
0.00
0.00
133.00
0.01
2.60
47,492.53
0.00
0.00
0.00
0.00
0.00
0.00
134.00
0.01
2.60
47,493.09
0.00
0.00
0.00
0.00
0.00
0.00
135.00
0.01
2.60
47,493.60
0.00
0.00
0.00
0.00
0.00
0.00
136.00
0.01
2.60
47,494.08
0.00
0.00
0.00
0.00
0.00
0.00
137.00
0.01
2.60
47,494.53
0.00
0.00
0.00
0.00
0.00
0.00
138.00
0.01
2.60
47,494.94
0.00
0.00
0.00
0.00
0.00
0.00
139.00
0.01
2.60
47,495.33
0.00
0.00
0.00
0.00
0.00
0.00
140.00
0.01
2.60
47,495.68
0.00
0.00
0.00
0.00
0.00
0.00
141.00
0.01
2.60
47,496.02
0.00
0.00
0.00
0.00
0.00
0.00
142.00
0.00
2.60
47,496.33
0.00
0.00
0.00
0.00
0.00
0.00
143.00
0.00
2.60
47.496.62
0.00
0.00
0.00
0.00
0.00
0.00
144.00
0.00
2.60
47,496.89
0.00
0.00
0.00
0.00
0.00
0.00
145.00
0.00
2.60
47,497.14
0.00
0.00
0.00
0.00
0.00
0.00
146.00
0.00
2.60
47,497.37
0.00
0.00
0.00
0.00
0.00
0.00
147.00
0.00
2.60
47,497.58
0.00
0.00
0.00
0.00
0.00
0.00
148.00
0.00
2.60
47,497.79
0.00
0.00
0.00
0.00
0.00
0.00
149.00
0.00
2.60
47,497.97
0.00
0.00
0.00
0.00
0.00
0.00
150.00
0.00
2.60
47,498.15
0.00
0.00
0.00
0.00
0.00
0.00
151.00
0.00
2.60
47,498.31
0.00
0.00
0.00
0.00
0.00
0.00
152.00
0.00
2.60
47,498.46
0.00
0.00
0.00
0.00
0.00
0,00
153.00
0.00
2.60
47,498.60
0.00
0.00
0.00
0.00
0.00
0.00
154.00
0.00
2.60
47,498.73
0.00
0.00
0.00
0.00
0.00
0.00
155.00
0.00
2.60
47,498.85
0.00
0.00
0.00
0.00
0.00
0.00
156.00
0.00
2.60
47,498.96
0.00
0.00
0.00
0.00
0.00
0.00
157.00
0.00
2.60
47,499.07
0.00
0.00
0.00
0.00
0.00
0.00
158.00
0.00
2.60
47,499.17
0.00
Mo
0.00
0.00
0.00
0.00
159.00
0.00
2.60
47,499.26
0.00
0.00
0.00
0.00
0.00
0.00
160.00
0.00
2.60
47,499,34
0.00
0.00
0.00
0.00
0.00
0.00
161.00
0.00
2.60
47,499.42
0.00
0.00
0.00
0.00
0.00
0.00
162.00
0.00
2.60
47,499.49
0.00
0.00
0.00
0.00
0.00
0.00
163.00
0.00
2.60
47,499.56
0.00
0.00
0.00
0.00
0.00
0.00
164.00
0.00
2.60
47,499.63
0.00
0.00
0.00
0.00
0.00
0.00
165.00
0.00
2.60
47,499.68
0.00
0.00
0.00
0.00
0.00
0.00
166.00
0.00
2.60
47,499.74
0.00
0.00
0.00
0.00
0.00
0.00
167.00
0.00
2.60
47,499.79
0.00
0.00
0.00
0.00
0.00
0.00
168.00
0.00
2.60
47,499.84
0.00
0.00
0.00
0.00
0.00
0.00
169.00
0.00
2.60
47,499.88
0.00
0.00
0.00
0.00
0.00
0.00
170.00
0.00
2.60
47.499.92
0.00
0.00
0.00
0.00
0.00
0.00
171.00
0.00
2.60
47,499.96
0.00
0.00
0.00
0.00
0.00
0.00
172.00
0.00
2.60
47,500.00
0.00
0.00
0.00
0.00
0.00
0.00
173.00
0.00
2.60
47, 500.03
0.00
0.00
0.00
0.00
0.00
0.00
174.00
0.00
2.60
47,500.06
0.00
0.00
0.00
0.00
0.00
0.00
175.00
0.00
2.60
47, 500.09
0.00
0.00
0.00
0.00
0.00
0.00
176.00
0.00
2.60
47,500.12
0.00
0.00
0.00
0.00
0.00
0.00

Hydrograph
35.00
30.00 -
25.00
20.00 -
inflow
0 15.--Outflow
00
10.00 -
1. �

HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL Pond 2 Northgate
Given Inputs 7 g 7 }" n..
QP=(cfs) 24.06 QMAX=(cfs) 0.00
TP(min)= 18.00 STAGE (ft) 2.13 340.13
dT(min)= 1.00 r' r
ks= 12848.00
b= 1.37
Vrl 1P1PE5
E €
N= 0.00 LW,-=i .0.00
Cd= 0.59 CW= 3.00
D(in)= 4.00 ZW 5.50
Z(ft)= 1,25
Q10
Dec. 13, 2011
a
Estimated VdIume of_Runnoff cuff
Vol 1'�39QpTp='�` b� °r° �` ;�° ,•,
Volume runoff cu ft 36,119
V A, mer ,stora4e cu•ft': „ 36,247
NNMKISERJ�
N R=
0.00
CWR=
3.30
DR=(ft)
2.00
(diameter)
ER=(ft)
5.00
CDR=
0.59
` l 'BARRE�_
NB=
0.00
CB=
0.59
DB=(ft)
1.25
EB=(ft)
0.00
TIME
INFLOW STAGE
STORAGE
OUTFLOW
CULVERT :' ''.WEIR s .
RISER
RISER
'BARREL
min
cfs mm
ft '
f `cuaft ;
cfs
cfs t
cfsi
WEIR
ORIFICE
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.73
0.01
10.97
0.00
0.00
0.00
0.00
0.00
0.00
3.00
1.61
0.02
54.50
0.00
0.00
0.00
0.00
0.00
0.00
4.00
2.81
0.04
151,20
0.00
0.00
0.00
0.00
0.00
0.00
5.00
4.30
0.07
320.07
0.00
0.00
0.00
0.00
0.00
0.00
6.00
6.02
0.10
577.90
0.00
0.00
0.00
0.00
0.00
0.00
7.00
7.92
0.15
938.80
0.00
0.00
0.00
0.00
0.00
0.00
8.00
9.94
0.20
1,413.73
0.00
0.00
0.00
0.00
0.00
0.00
9.00
12.03
0.26
2,010.19
0.00
0.00
0.00
0.00
0.00
0.00
10.00
14.12
0.32
2,731.99
0.00
0.00
0.00
0.00
0.00
0.00
11.00
16.14
0.39
3,579.13
0.00
0.00
0.00
0.00
0.00
0.00
12.00
18.05
0.47
4,547.80
0.00
0.00
0.00
0.00
0.00
0.00
13.00
19.76
0.55
5,630.50
0.00
0.00
0.00
0.00
0.00
0.00
14.00
21.25
0.63
6,816.27
0.00
0.00
0.00
0.00
0.00
0.00
15.00
22.45
0.71
8,091.00
0.00
0.00
0.00
0.00
0.00
0.00
16.00
23.33
0.80
9,437.90
0.00
0.00
0.00
0.00
0.00
0.00
17.00
23.88
0.88
10,837.97
0.00
0.00
0.00
0.00
0.00
0.00
18.00
24.06
0.97
12,270,60
0.00
0.00
0.00
0.00
0.00
0.00
19.00
23.88
1.05
13,714.20
0.00
0.00
0.00
0.00
0.00
0.00
20.00
23.33
1.13
15,146.83
0.00
0.00
0.00
0.00
0.00
0.00
21.00
22.45
1.20
16,546.90
0.00
0.00
0.00
0.00
0.00
0.00
22.00
21.25
1.27
17,893.80
0.00
0.00
0.00
0.00
0.00
0.00
23.00
19.83
1.34
19,168.53
0.00
0.00
0.00
0.00
0.00
0.00
24.00
18.45
1,40
20, 358.47
0.00
0.00
0.00
0.00
0.00
0.00
25.00
17.16
1.45
21,465.51
0.00
0.00
0.00
0.00
0.00
0.00
26.00
15.97
1.51
22,495.40
0.00
0.00
0.00
0.00
0.00
0.00

27.00
14.86
1.55
23,453.54
0.00
0.00
0.00
0.00
0.00
0.00
28.00
13.82
1.59
24, 344.92
0.00
0.00
0.00
0.00
0.00
0.00
29.00
12.86
1.63
25,174,20
0.00
0.00
0.00
0.00
0.00
0.00
30.00
11.96
1.67
25.945.69
0.00
0.00
0.00
0.00
0.00
0.00
31.00
11.13
1.70
26,663.43
0.00
0.00
0.00
0.00
0.00
0.00
32.00
10.35
1.73
27.331.15
0.00
0.00
0.00
0.00
0.00
0.00
33.00
9.63
1.76
27,952.36
0.00
0.00
0.00
0.00
0.00
0.00
34.00
8.96
1.79
28,530.28
0.00
0.00
0.00
0.00
0.00
0.00
35.00
8.34
1.81
29,067.93
0.00
0.00
0.00
0.00
0.00
0.00
36.00
7.76
1.84
29,568.13
0.00
0.00
0.00
0.00
0.00
0.00
37.00
7.22
1.86
30,033.47
0.00
0.00
0.00
0.00
0.00
0.00
38.00
6.71
1.88
30,466.39
0.00
0.00
0.00
0.00
0.00
0.00
39.00
6.24
1.90
30,869.14
0.00
0.00
0.00
0.00
0.00
0.00
40.00
5.81
1.91
31,243.83
0.00
0.00
0.00
0.00
0.00
0.00
41.00
5.40
1.93
31, 592.42
0.00
0.00
0.00
0.00
0.00
0.00
42.00
5.03
1.94
31,916.72
0.00
0.00
0.00
0.00
0.00
0.00
43.00
4.68
1.96
32,218.42
0.00
0.00
0.00
0.00
0.00
0.00
44.00
4.35
1.97
32,499.10
0.00
0.00
0.00
0.00
0.00
0.00
45.00
4.05
1.98
32,760.22
0.00
0.00
0.00
0.00
0.00
0.00
46.00
3.77
1,99
33, 003.15
0.00
0.00
0.00
0.00
0.00
0.00
47.00
3.50
2.00
33.229.15
0.00
0.00
0.00
0.00
0.00
0.00
48.00
3.26
2.01
33,439.41
0.00
0.00
0.00
0.00
0.00
0.00
49.00
3.03
2.02
33,635.02
0.00
0.00
0.00
0.00
0.00
0.00
50.00
2.82
2.03
33, 817.00
0.00
0.00
0.00
0.00
0.00
0.00
51.00
2.63
2.03
33,986.29
0.00
0.00
0.00
0.00
0.00
0.00
52.00
2.44
2.04
34,143.80
0.00
0.00
0.00
0.00
0.00
0.00
53.00
2.27
2.05
34,290.32
0.00
0.00
0.00
0.00
0.00
0.00
54.00
2.11
2.05
34,426.64
0.00
0.00
0.00
0.00
0.00
0.00
55.00
1.97
2.06
34,553.46
0.00
0.00
0.00
0.00
0.00
0.00
56.00
1.83
2.06
34.671.45
0.00
0.00
0.00
0.00
0,00
0.00
57.00
1.70
2.07
34,781.21
0.00
0.00
0.00
0.00
0.00
0.00
58.00
1.58
2.07
34,883.33
0.00
0.00
0.00
0.00
0.00
0.00
59.00
1.47
2.08
34,978.33
0.00
0.00
0.00
0.00
0.00
UO
60.00
1.37
2.08
35,066.71
0.00
0.00
0.00
0.00
0.00
0.00
61.00
1.27
2.08
35,148.93
0.00
0.00
0.00
0.00
0,00
0.00
62.00
1.19
2.09
35,225.43
0.00
0.00
0.00
0.00
0.00
0.00
63.00
1.10
2.09
35,296.59
0.00
0.00
0.00
0.00
0.00
0.00
64.00
1.03
2.09
35,362.80
0.00
0.00
0.00
0.00
0.00
0.00
65.00
0.96
2.10
35,424.39
0.00
0.00
0.00
0.00
0.00
0.00
66.00
0.89
2.10
35,481.69
0.00
0.00
0.00
0.00
0.00
0.00
67.00
0.83
2.10
35, 535.00
0.00
0.00
0.00
0.00
0.00
0.00
68.00
0.77
2.10
35,584.59
0.00
0.00
0.00
0.00
0.00
0.00
69.00
0.72
2.11
35,630.73
0.00
0.00
0.00
0.00
0.00
0.00
70.00
0.67
2.11
35,673.66
0.00
0.00
0.00
0.00
0.00
0.00
71.00
0.62
2.11
35,713.59
0.00
0.00
0.00
0.00
0.00
0.00
72.00
0.58
2.11
35,750.74
0.00
0.00
0.00
0.00
0.00
0.00
73.00
0.54
2.11
35,785.31
0.00
0.00
0.00
0.00
0.00
0.00
74.00
0.50
2.11
35,817.46
0.00
0.00
0.00
0.00
0.00
0.00
75.00
0.46
2.11
35.847.37
0.00
0.00
0.00
0.00
0.00
0.00
76.00
0.43
2.12
35,875.20
0.00
0.00
0.00
0.00
0.00
0.00
77.00
0.40
2.12
35,901.09
0.00
0.00
0.00
0.00
0.00
0.00
78.00
0.37
2.12
35,925.18
0.00
0.00
0.00
0.00
0.00
0.00

79.00
0.35
2.12
35,947.59
0.00
0.00
0.00
0.00
0.00
0.00
80.00
0.32
2.12
35, 968.44
0.00
0.00
0.00
0.00
0.00
0.00
81.00
0.30
2.12
35,987.83
0.00
0.00
0.00
0.00
0.00
0.00
82.00
0.28
2.12
36,005.87
0.00
0.00
0.00
0.00
0.00
0.00
83.00
0.26
2.12
36,022,66
0.00
0.00
0.00
0.00
0.00
0.00
84.00
0.24
2.12
36,038.28
0.00
0.00
0.00
0.00
0.00
0.00
85.00
0.23
2.12
36,052.81
0.00
0.00
0.00
0.00
0.00
0.00
86.00
0.21
2.12
36,066.32
0.00
0.00
0.00
0.00
0.00
0.00
87.00
0.19
2.12
36,078.90
0.00
0.00
0.00
0.00
0.00
0.00
88.00
0.18
2.13
36,090.59
0.00
0.00
0.00
0.00
0.00
o.0a
89.00
0.17
2.13
36,101.48
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.16
2.13
36,111.60
0.00
0.00
0.00
0.00
0.00
0.00
91.00
0.15
2.13
36,121.02
0.00
0.00
0.00
0.00
0.00
0.00
92.00
0.14
2.13
36,129.79
0.00
0.00
0.00
0.00
0.00
0.00
93.00
0.13
2.13
36,137.94
0.00
0.00
0.00
0.00
0.00
0.00
94.00
0.12
2.13
36,145.52
0.00
0.00
0.00
0.00
0.00
0.00
95.00
0.11
2.13
36,152.58
0.00
0.00
0.00
0.00
0.00
0.00
96.00
0.10
2.13
36.159.14
0.00
0.00
0.00
0.00
0.00
0.00
97.00
0.09
2.13
36,165.25
0.00
0.00
0.00
0.00
0.00
0.00
98.00
0.09
2.13
36,170,93
0.00
0.00
0.00
0.00
0.00
0.00
99.00
0.08
2.13
36,176.22
0.00
0.00
0.00
0.00
0.00
0.00
100.00
0.08
2.13
36,181.13
0.00
0.00
0.00
0.00
0.00
0.00
101.00
0.07
2.13
36,185.71
0.00
0.00
0.00
0.00
0.00
0.00
102.00
0.07
2.13
36,189.96
0.00
0.00
0.00
0.00
0.00
0.00
103.00
0.06
2.13
36.193.92
0.00
0.00
0.00
0.00
0.00
0.00
104.00
0.06
2.13
36,197.61
0.00
0.00
0.00
0.00
0.00
0.00
105.00
0.05
2.13
36,201.03
0.00
0.00
0.00
0.00
0.00
0.00
106.00
0.05
2.13
36,204.22
0.00
0.00
0.00
0.00
0.00
0.00
107.00
0.05
2.13
36,207.19
0.00
0.00
0.00
0.00
0.00
0.00
108.00
0.04
2.13
36,209.95
0.00
0.00
0.00
0.00
0.00
0.00
109.00
0.04
2.13
36,212.52
0.00
0.00
0.00
0.00
0.00
0.00
110.00
0.04
2.13
36,214.90
0.00
0.00
0.00
0.00
0.00
0.00
111.00
0.03
2.13
36,217.13
0.00
0.00
0.00
0.00
0.00
0.00
112.00
0.03
2.13
36,219.19
0.00
0.00
0.00
0.00
0.00
0.00
113.00
0.03
2.13
36,221.12
0.00
0.00
0.00
0.00
0.00
0.00
114.00
0.03
2.13
36,222.90
0.00
0.00
0.00
0.00
0.00
0.00
115.00
0.03
2.13
36,224.57
0.00
0.00
0.00
0.00
0.00
0.00
116.00
0.02
2.13
36,226.12
0.00
0.00
0.00
0.00
0.00
0.00
117.00
0.02
2.13
36,227.56
0.00
0.00
0.00
0.00
0.00
0.00
118.00
0.02
2.13
36,228.90
0.00
0.00
0.00
0.00
0.00
0.00
119.00
0.02
2.13
36,230.14
0.00
0.00
0.00
0.00
0.00
0.00
120.00
0.02
2.13
36,231.30
0.00
0.00
0.00
0.00
0.00
0.00
121.00
0.02
2.13
36,232.38
0.00
0.00
0.00
0.00
0.00
0.00
122.00
0.02
2.13
36,233,39
0.00
0.00
0.00
0.00
0.00
0.00
123.00
0.01
2.13
36,234.32
0.00
0.00
0.00
0.00
0.00
0.00
124.00
0.01
2.13
36,235.19
0.00
0.00
0.00
0.00
0.00
0.00
125.00
0.01
2.13
36,236.00
0.00
0.00
0.00
0.00
0.00
0.00
126.00
0.01
2.13
36,236,75
0.00
0.00
0.00
0.00
0.00
0.00
127.00
0.01
2.13
36,237.45
0.00
0.00
0.00
0.00
0.00
0.00
128.00
0.01
2.13
36,238.10
0.00
0.00
0.00
0.00
0.00
0.00
129.00
0.01
2.13
36,238.71
0.00
0.00
0.00
0.00
0.00
0.00
130.00
0.01
2.13
36,239.27
0.00
0.00
0.00
0.00
0.00
0.00

131.00
0.01
2.13,
36,239.79
0.00
0.00
0.00
0.00
0.00
0.00
132.00
0.01
2.13
36,240.28
0.00
0.00
0.00
0.00
OM
0.00
133.00
0.01
2.13
36,240.74
0.00
0.00
0.00
0.00
0.00
0.00
134.00
0.01
2.13
36,241.16
0.00
0.00
0.00
0.00
0.00
0.00
135.00
0.01
2.13
36,241.55
0.00
0.00
0.00
0.00
0.00
0,00
136.00
0.01
2.13
36,241.92
0.00
0.00
0.00
0.00
0.00
0.00
137.00
0.01
2.13
36,242.25
0.00
0.00
0.00
0,00
0.00
0.00
138.00
0.00
2.13
36,242,57
0.00
0,00
0.00
0.00
0.00
0,00
139.00
0.00
2.13
36,242.87
0.00
0.00
0.00
0.00
0.00
0.00
140.00
0.00
2.13
36,243.14
0.00
0.00
0.00
0.00
0.00
0.00
141.00
0.00
2.13
36,243.39
0.00
0,00
0.00
0.00
0.00
0.00
142.00
0.00
2.13
36,243.63
0.00
0.00
0.00
0.00
0.00
0.00
143.00
0.00
2.13
36,243.85
0.00
0.00
0.00
0.00
0.00
0.00
144.00
0.00
2.13
36, 244.06
0.00
0.00
0.00
0,00
0.00
0.00
145.00
0.00
2.13
36,244,25
0.00
0.00
0.00
0.00
0.00
0.00
146.00
0.00
2.13
36,244.42
0.00
0.00
0.00
0.00
0.00
0.00
147.00
0.00
2.13
36,244.59
0.00
0.00
0.00
0.00
0.00
0.00
148.00
0.00
2.13
36,244.74
0.00
0,00
0.00
0.00
0,00
0.00
149.00
0.00
2.13
36,244.88
0.00
0.00
0.00
0.00
0.00
0.00
150.00
0.00
2.13
36,245.02
0.00
0.00
0.00
0.00
0.00
0.00
151.00
0.00
2.13
36,245.14
0.00
0,00
0.00
0.00
0.00
0.00
152.00
0.00
2.13
36,245.26
0.00
0.00
0,00
0.00
0.00
0.00
153.00
0.00
2.13
36,245.36
0.00
0.00
0.00
0.00
0.00
0,00
154.00
0.00
2,13
36.245.46
0.00
0.00
0.00
0,00
0.00
0.00
155.00
0.00
2.13
36,245.56
0.00
0,00
0.00
0.00
0.00
0.00
156.00
0.00
2,13
36.245.64
0.00
0,00
0.00
0,00
0.00
0.00
157.00
0.00
2.13
36,245.72
0,00
0.00
0.00
0.00
0.00
0,00
158.00
0.00
2.13
36,245.80
0.00
0,00
0.00
0,00
0.00
0.00
159.00
0.00
2.13
36,245.87
0.00
0.00
0.00
0.00
0.00
0.00
160.00
0.00
2.13
36,245.93
0.00
0.00
0.00
0,00
0.00
0.00
161.00
0.00
2.13
36,245,99
0.00
0.00
0.00
0,00
0.00
0.00
162.00
0.00
2.13
36,246.05
0.00
0.00
0.00
0.00
0.00
0.00
163.00
0.00
2.13
36,246.10
0.00
0.00
0.00
0.00
0.00
0.00
164,00
0.00
2.13
36,246.15
0.00
0.00
0.00
0.00
0.00
0.00
165.00
0.00
2.13
36,246.19
0.00
0.00
0.00
0,00
0.00
0.00
166.00
0.00
2.13
36,246.23
0.00
0.00
0.00
0.00
0.00
0.00
167.00
0.00
2.13
36,246.27
0.00
0,00
0.00
0.00
0.00
0,00
168.00
0.00
2.13
36,246.31
0.00
0.00
0.00
0.00
0.00
0.00
169.00
0.00
2.13
36,246,34
0.00
0.00
0,00
0.00
0.00
0.00
170.00
0.00
2.13
36,246.37
0.00
0.00
0.00
0.00
0.00
0.00
171.00
0.00
2,13
36,246.40
0.00
0.00
0.00
0.00
0.00
0.00
172.00
0.00
2.13
36,246.43
0.00
0.00
0.00
0,00
0.00
0,00
173.00
0.00
2.13
36,246.45
0.00
0,00
0.00
0.00
0.00
0.00
174.00
0.00
2.13
36,246.48
0.00
0.00
0.00
0.00
0.00
0,00
175.00
0.00
2.13
36,246.50
0.00
0,00
0.00
0.00
0.00
0.00
176.00
0.00
213
36.246.52
0.00
0.00
0.00
0.00
0.00
0.00

Hydrograph
30.00
25.00IP
20.00
3 15.00 -*- inflow
_o
10.00
-�- Outflow
5.00
ro
0.00 t I ! I I
0.00 20.00 40.00 60.00 80.00 100.00
Time minutes
k r -. w� "F'*ixu'b ' 3 ���.✓•
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4y 3 � j +. .E�
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- g. K ���,• F} � sA°'
y ...r
i

HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL Pond 1 Northgate
Given Inputs .
QP=(cfs) 32.63 ; QMAX=(cfs) j 0.75
TP(min)= 18.00 STAGE (ft) =,,• 4.71 345.71ft.
dT(min)= 1.00
.;a.
ks= 4450.00
b= 1.51
Q100
stimatetl volume o
i'
J01 1 39QpTp
lolume,runoff cu ft'
EMOMFISER
N=
1 A0
LW' i
0.00
NR=
1.00
Cd=
0.59'
CW=
3.00
CWR=
3,30
D(in)=
4,00
ZW=i
5.50
DR=(ft)
2.50
Z(ft)=
1.25
(diameter)
ER=(ft)
5.50
CDR=
0.69
TIME INFLOW STAGE qE'-d-UTFLd
min cfs: ft �r- �cu-ft cfs
Dec. 13, 2011
uiinoff cu`ft = -
f'
`4. d
48,984'�
46,195;=4 q s;
%,;B` ARREL`
NB=
1.00
CB=
0.59
DB=(ft)
1.25
EB=(ft)
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0,00
0.00
0.00
0.00
1.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.98
0.02
14.87
0.00
0.00
0.00
0.00
0.00
0.00
3.00
2,19
0.07
73.91
0.00
0.00
0,00
0.00
0.00
0.00
4.00
3.82
0.13
205.05
0.00
0.00
0.00
0.00
0.00
0.00
5.00
5.83
0.21
434.07
0.00
0.00
0.00
0.00
0.00
0.00
6.00
8.16
0.32
783.75
0.00
0.00
0.00
0.00
0.00
0.00
7.00
10,73
0.44
1,273.20
0.00
0.00
0.00
0.00
0.00
0.00
8.00
13.48
0.57
1,917.30
0.00
0.00
0.00
0.00
0.00
0.00
9.00
16.32
0.72
2,726.21
0.00
0.00
0.00
0.00
0.00
0.00
10.00
19.15
0,89
3.705.11
0.00
0.00
0.00
0.00
0.00
0.00
11.00
21.90
1.06
4,854.00
0.00
0.00
0.00
0.00
0.00
0.00
12,00
24.47
1.24
6,167.70
0.00
0.00
0,00
0.00
0.00
0.00
13.00
26.80
1,43
7,636.05
0.07
0.07
0.00
0.00
0.00
0.00
14.00
28.81
1.62
9,240.15
0.19
0.19
0.00
0.00
0.00
0.00
15.00
30.44
1.82
10,957.71
0.26
0.26
0.00
0.00
0.00
0.00
16.00
31.65
2.01
12,768.72
0.32
0.32
0.00
0.00
0.00
0.00
17,00
32.38
2.20
14,648.42
0.37
0.37
0.00
0.00
0.00
0.00
18.00
32.63
2.39
16,569.42
0.41
0.41
0.00
0.00
0.00
0.00
19.00
32.38
2.57
18,502,82
0.44
0.44
0.00
0.00
0.00
0,00
20.00
31.66
2.74
20,419.17
0.48
0.48
0.00
0.00
0.00
0.00
21.00
30.44
2.91
22,289,43
0.50
0.50
0.00
0.00
0.00
0.00
22.00
28.81
3.06
24,085.87
0.53
0,53
0.00
0,00
0.00
0.00
23,00
26.90
3.20
25,782.93
0.55
0.55
0.00
0.00
0.00
0.00
24.00
25.02
3.33
27, 363.65
0.57
0.57
0.00
0.00
0.00
0.00
25.00
23.28
3.45
28,830.77
0.59
0.59
0.00
0.00
0.00
0,00
26.00
21.66
3.55
30,192.24
0.60
0.60
0.00
0.00
0.00
0.00

27.00
20.15
3.65
31,455,48
0.62
0.62
0.00
0.00
0.00
0.00
28.00
18.74
3.74
32,627.36
0.63
0.63
0.00
0.00
0.00
0.00
29.00
17.44
3.82
33,714.28
0.64
0.64
0.00
0.00
0.00
0.00
30.00
16.22
3.90
34,722,17
0.65
0.65
0.00
0.00
0.00
0.00
31.00
15.09
3.97
35,656.57
0.66
0.66
0.00
0.00
0.00
0.00
32.00
14.04
4.03
36,522.61
0.67
0.67
0.00
0.00
0.00
0.00
33.00
13.06
4.09
37,325.06
0.67
0.67
0.00
0.00
0.00
0.00
34.00
12.15
4.14
38,068.36
0.68
0.68
0.00
0.00
0.00
0.00
35.00
11.31
4.19
38,756,66
0.69
0.69
0.00
0.00
0.00
0.00
36.00
10.52
4.24
39,393.77
0.69
0.69
0.00
0.00
0.00
0.00
37.00
9.79
4.28
39,983.29
0.70
0.70
0.00
0.00
0.00
0.00
38.00
9.10
4.32
40,528.52
0.70
0.70
0.00
0.00
0.00
0.00
39.00
8.47
4.35
41.032,57
0.71
0.71
0.00
0.00
0.00
0.00
40.00
7.88
4,39
41,498.30
0.71
0.71
0.00
0.00
0.00
0.00
41.00
7.33
4.42
41,928.39
0.71
0.71
0.00
0.00
0.00
0.00
42.00
6.82
4.44
42,325.33
0.72
0.72
0.00
0.00
0.00
0.00
43.00
6.34
4.47
42,691.42
0.72
0.72
0.00
0.00
0.00
0.00
44.00
5.90
4.49
43,028.83
0.72
0.72
0.00
0.00
0.00
0.00
45.00
5.49
4.51
43,339.54
0.73
0.73
0.00
0.00
0.00
0.00
46.00
5.11
4.53
43,625.44
0.73
0.73
0.00
0.00
0.00
0.00
47.00
4.75
4.55
43,888.23
0.73
0.73
0.00
0.00
0.00
0.00
48.00
4.42
4.57
44,129,55
0.73
0.73
0.00
0.00
0.00
0.00
49.00
4.11
4.58
44,350.88
0.73
0.73
0.00
0.00
0.00
0.00
50.00
3.83
4.60
44,553.63
0.74
0.74
0.00
0.00
0.00
0.00
51.00
3.56
4.61
44,739.08
0.74
0.74
0.00
0.00
Q00
0.00
52.00
3.31
4.62
44,908.44
0.74
0.74
0.00
0.00
0.00
0.00
53.00
3.08
4.63
45,062.84
0.74
0.74
0.00
0.00
0.00
0.00
54.00
2.87
4.64
45,203.33
0.74
0.74
0.00
0.00
0.00
0.00
55.00
2.67
4.65
45,330.87
0.74
0.74
0.00
0.00
0.00
0.00
56.00
2.48
4.66
45,446.36
0.74
0.74
0.00
0.00
0.00
0.00
57.00
2.31
4.67
45,550.65
0.74
0.74
0,00
0.00
0.00
0.00
58.00
2.15
4.67
45,644.52
0.74
0.74
0.00
0.00
0.00
0.00
59.00
2.00
4.68
45,728.70
0.75
0.75
0.00
0.00
0.00
0.00
60.00
1.86
4.68
45,803,86
0.75
0.75
0.00
0.00
0.00
0.00
61.00
1.73
4.69
45,870.63
0.75
0.75
0.00
0.00
0.00
0.00
62.00
1_61
4.69
45,929,61
0.75
0.75
0.00
0.00
0.00
0.00
63.00
1.50
4.70
45,981.32
0.75
0.75
0.00
0.00
0.00
0.00
64.00
1.39
4.70
46,026.29
0.75
0.75
0.00
0.00
0.00
0.00
65.00
1.30
4.70
46,064.99
0.75
0.75
0.00
0.00
0.00
0.00
66.00
1.20
4.70
46,097.84
0.75
0.75
0.00
0.00
0.00
0.00
67.00
1.12
4.71
46,125.27
0.75
0.75
0.00
0.00
0.00
0.00
68.00
1.04
4.71
46,147.64
0.75
0.75
0.00
0.00
0.00
0.00
69.00
0.97
4.71
46,165.32
0.75
0.75
0.00
0.00
0.00
0.00
70.00
0.90
4.71
46,178.63
0.75
0.75
0.00
0.00
0.00
0.00
71.00
0.84
4.71
46,187.88
0.75
0.75
0.00
0.00
0.00
0.00
72.00
0.78
4.71
46,193.35
0.75
0.75
0.00
0.00
0.00
0.00
73.00
0.73
4.71
46,195.31
0.75
0.75
0.00
0.00
0.00
0.00
74.00
0.68
4.71
46,194.00
0.75
0.75
0.00
0.00
0.00
0.00
75.00
0.63
4.71
46,189.65
0.75
0.75
0.00
0.00
0.00
0.00
76.00
0.59
4.71
46,182.48
0.75
0.75
0.00
0.00
0.00
0.00
77.00
0.54
4.71
46,172.68
0.75
0.75
0.00
0.00
0.00
0.00
78.00
0.51
4.71
46,160.44
0.75
0.75
0.00
0.00
0.00
0.00

79.00
0.47
4.71
46,145.93
0.75
0.75
0.00
0.00
0.00
0.00
80.00
0.44
4.71
46,129.31
0.75
0.75
0.00
0.00
0.00
0.00
81.00
0.41
4.70
46,110.72
0.75
0.75
0.00
0.00
0.00
0.00
82.00
0.38
4.70
46,090.32
0.75
0.75
0.00
0.00
0.00
0.00
83.00
0.35
4.70
46,068.21
0.75
0.75
0.00
0.00
0.00
0.00
84.00
0.33
4.70
46,044.53
0.75
0.75
0.00
0.00
0.00
0.00
85.00
0.31
4.70
46,019.39
0.75
0.75
0.00
0.00
0.00
0.00
86.00
0.28
4.70
45,992.88
0.75
0.75
0.00
0.00
0.00
0.00
87.00
0.26
4.69
45,965.11
0.75
0.75
0.00
0.00
0.00
0.00
88.00
0.25
4.69
45,936.17
0.75
0.75
0.00
0.00
0.00
0.00
89.00
0.23
4,69
45,906.13
0.75
0.75
0.00
0.00
0.00
0.00
90.00
0.21
4.69
45,875.08
0.75
0.75
0.00
0.00
0.00
0.00
91.00
0.20
4.69
45,843.08
0.75
0.75
0.00
0.00
0.00
0.00
92.00
0.18
4.68
45,810.21
0.75
0.75
0.00
0.00
0.00
0.00
93.00
0.17
4.68
45,776.53
0.75
0.75
0.00
0.00
0.00
0.00
94.00
0.16
4.68
45,742.09
0.75
0.75
0.00
0.00
0.00
0.00
95.00
0.15
4.68
45,706.95
0.74
0.74
0.00
0.00
0.00
0.00
96.00
0.14
4.67
45.671.17
0.74
0.74
0.00
0.00
0.00
0.00
97.00
0.13
4.67
45,634.77
0.74
0.74
0.00
0.00
0.00
0.00
98.00
0.12
4.67
45,597.82
0.74
0.74
0.00
0.00
0.00
0.00
99.00
0.11
4.67
45, 560.35
0.74
0.74
0.00
0.00
OM
0.00
100.00
0.10
4.66
45,522.39
0.74
0.74
0.00
0.00
0.00
0.00
101.00
0.10
4.66
45,483.99
0.74
0.74
0.00
0.00
0.00
0.00
102.00
0.09
4.66
45,445.18
0.74
0.74
0.00
0.00
0.00
0.00
103.00
0.08
4.66
45,405.98
0.74
0.74
0.00
0.00
0.00
0.00
104.00
0.08
4.65
45,366.42
0.74
0.74
0.00
0.00
0.00
0.00
105.00
0.07
4.65
45, 326.54
0.74
0.74
0.00
0.00
0.00
0.00
106.00
0.07
4.65
45,286.35
0.74
0.74
0.00
0.00
0.00
0.00
107.00
0.06
4.65
45,245.88
0.74
0.74
0.00
0.00
0.00
0.00
108.00
0.06
4.64
45,205.14
0.74
0.74
0.00
0.00
0.00
0.00
109.00
0.05
4,64
45,164.17
0.74
0.74
0.00
0.00
0.00
0.00
110.00
0.05
4.64
45,122.97
0.74
0.74
0.00
0.00
0.00
0.00
111.00
0.05
4.63
45,081.56
0.74
0.74
0.00
0.00
0.00
0.00
112.00
0.04
4.63
45,039.97
0.74
0.74
0.00
0.00
0.00
0.00
113.00
0.04
4.63
44,998.19
0.74
0.74
0.00
0.00
0.00
0.00
114.00
0.04
4.63
44, 956.26
0.74
0.74
0.00
0.00
0.00
0.00
115.00
0.03
4.62
44,914.18
0.74
0.74
0.00
0.00
0.00
0.00
116.00
0.03
4.62
44, 871.96
0.74
0.74
0.00
0.00
0.00
0.00
117.00
0.03
4.62
44, 829.61
0.74
0.74
0.00
0.00
0.00
0.00
118.00
0.03
4.61
44,787.15
0.74
0.74
0.00
0.00
0.00
0.00
119.00
0.03
4.61
44.744.58
0.74
0.74
0.00
0.00
0.00
0.00
120.00
0.02
4.61
44,701.91
0.74
0.74
0.00
0.00
0.00
0.00
121.00
0.02
4.61
44,659.15
0.74
0.74
0.00
0.00
0.00
0.00
122.00
0.02
4.60
44,616.31
0.74
0.74
0.00
0.00
OM
0.00
123.00
0.02
4.60
44,573.40
0.74
0.74
0.00
0.00
0.00
0.00
124.00
0.02
4.60
44,530.42
0.74
0.74
0.00
0.00
0.00
0.00
125.00
0.02
4.59
44,487.38
0.74
0.74
0.00
0.00
OM
0.00
126.00
0.02
4.59
44,444.28
0.73
0.73
0.00
0.00
0.00
0.00
127.00
0.01
4.59
44,401.13
0.73
0.73
0.00
0.00
0.00
0.00
128.00
0.01
4.58
44,357.94
0.73
0.73
0.00
0.00
0.00
0.00
129.00
0.01
4.58
44, 314.70
0.73
0.73
0.00
0.00
0.00
0.00
130.00
0.01
4.58
44,271.43
0.73
0.73
0.00
0.00
0.00
0.00

131.00
0.01
4.58
44,228.12
0.73
0.73
0.00
0.00
0.00
0.00
132.00
0.01
4.57
44,184.79
0.73
0.73
0.00
0.00
0.00
0.00
133.00
0.01
4.57
44,141.43
0.73
0.73
0.00
0.00
0.00
0.00
134.00
0.01
4.57
44,098.05
0.73
0.73
0.00
0.00
0.00
0.00
135.00
0.01
4.56
44,054.65
0.73
0.73
0.00
0.00
0.00
0.00
136.00
0.01
4.56
44,011.23
0.73
0.73
0.00
0.00
0.00
0.00
137,00
0.01
4.56
43, 967.80
0.73
0.73
0.00
0.00
0.00
0.00
138.00
0.01
4.56
43.924.36
0.73
0.73
0.00
0.00
0.00
0.00
139.00
0.01
4.55
43,880.91
0.73
0.73
0.00
0.00
0.00
0.00
140.00
0.01
4.55
43,837.45
0.73
0.73
0.00
0.00
0.00
0.00
141.00
0.01
4.55
43,793.99
0.73
0.73
0.00
0.00
0.00
0.00
142.00
0.00
4.54
43, 750.52
0.73
0.73
0.00
0.00
0.00
0.00
143.00
0.00
4.54
43,707.05
0.73
0.73
0.00
0.00
0.00
0.00
144.00
0.00
4.54
43,663,58
0.73
0.73
0.00
0.00
0.00
0.00
145.00
0.00
4.53
43,620.12
0.73
0.73
0.00
0.00
0.00
0.00
146.00
0.00
4.53
43,576.66
0.73
0.73
0.00
0.00
0.00
0.00
147.00
0.00
4,53
43, 533.20
0.73
0.73
0.00
0.00
0.00
0.00
148.00
0.00
4.53
43,489.74
0.73
0.73
0.00
0.00
0.00
0.00
149.00
0.00
4.52
43,446.30
0.73
0.73
0.00
0.00
0.00
0.00
150.00
0.00
4.52
43,402.86
0.73
0.73
0.00
0.00
0.00
0.00
151.00
0.00
4.52
43,359.43
0.73
0.73
0.00
0.00
0.00
0.00
152.00
0.00
4.51
43,316.01
0.73
0.73
0.00
0.00
0.00
0.00
153.00
0.00
4.51
43,272.60
0.73
0.73
0.00
0.00
0.00
0.00
154,00
0.00
4.51
43.229.19
0.73
0.73
0.00
0.00
0.00
0.00
155.00
0.00
4.50
43,185.81
0.72
0.72
0.00
0.00
0.00
0.00
156,00
0.00
4.50
43.142.43
0.72
0.72
0.00
0.00
0.00
0.00
157.00
0.00
4.50
43,099.07
0.72
0.72
0.00
0.00
0.00
0.00
158.00
0.00
4.50
43,055.72
0.72
0.72
0.00
0.00
0.00
0.00
159.00
0.00
4.49
43,012.38
0.72
0.72
0.00
0.00
0.00
0.00
160.00
0.00
4.49
42,969.06
0.72
0.72
0.00
0.00
0.00
0.00
161,00
0.00
4.49
42,925.76
0.72
0.72
0.00
0.00
0.00
0.00
162.00
0.00
4.48
42,882.46
0.72
0.72
0.00
0.00
0.00
0.00
163.00
0.00
4.48
42,839.19
0.72
0.72
0.00
0.00
0.00
0.00
164.00
0.00
4.48
42,795.93
0.72
0.72
0.00
0.00
0.00
0.00
165.00
0.00
4.47
42,752.69
0.72
0.72
0.00
0.00
0.00
0.00
166.00
0.00
4.47
42,709.47
0.72
0.72
0.00
0.00
0.00
0.00
167.00
0.00
4.47
42,666.26
0.72
0.72
0.00
0.00
0.00
0.00
168.00
0.00
4.47
42,623.07
0.72
0.72
0.00
0.00
0.00
0.00
169.00
0.00
4.46
42, 579.90
0.72
0.72
0.00
0.00
0.00
0.00
170.00
0.00
4.46
42.536.74
0.72
0.72
0.00
0.00
0.00
0.00
171.00
0.00
4.46
42,493.61
0.72
0.72
0.00
0.00
0.00
0.00
172.00
0.00
4.45
42,450.49
0.72
0.72
0.00
0.00
0.00
0.00
173.00
0.00
4.45
42,407.39
0.72
0.72
0.00
0.00
0.00
0.00
174.00
0.00
4.45
42,364.31
0.72
0.72
0.00
0.00
0.00
0.00
175.00
0.00
4.44
42,321.25
0.72
0.72
0.00
0.00
0.00
0.00
176.00
0.00
4.44
42,278.21
0.72
0.72
0.00
0.00
0.00
0.00

H yd ro g ra p h
35.00
30.00
25.00
20.00 .
inflow
-Outflow o
15.00 0
10.00
5.00
0.00 I I I i
0.00 20.00 40.00 60.00 80.00 100.00
Time minutes
�
r' •
•.
_.'':' r
+�` ,ems �'f �.' k
t
{�
x, -r"" .y � -
.«'•' H�' �
� � x,� z �
«` i
'� ve-s� fir'
�
y<:.a
i
.o
~

HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL Pond 1 Northgate Q10
Given Inputs
QP=(cfs) 24.91
TP(min)= 18.00
dT(min)= 1.00
ks= 4450.00
h= 1.51
QMAX=(cfs) 0.65
MAX
;. STAGE=(ft),� c 3.92 344.92 ft
Dec. 13, 2011
Estimated Volurrie of Runnoff cu'ft
Vo! 1.39QpTp
Volume runoff cu€ft 4K,;37,395�
i?IPES
-��..r, `�
"''b"' .WEIR * ; . a..:r.
F7$-RISER)
N=
1.00
LW=i
0.00
NR=
1.00
NB=
1.00
Cd=
0.59
CW=
3.00
CWR=
3.30
CB=
0.59
D(in)=
4.00
ZW=l
5.50
DR=(ft)
2.50
DB=(ft)
1.25
Z(ft)=
1.25
(diameter)
EB=(ft)
0.00
ER=(ft)
5.50
CDR=
0.59
TIME
INFLOW STAGE �� STORAGE OUTFLOW
CULVERT
WEIR,,:
RISER
RISER
;BARREL
min
cfs .
, ft.
; ,. ` , cu,ft
cfs
as4cfs `. t , ' cfs`..
WEIR,
ORIFICE cfs'.j3
tl
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.75
0.02
11.35
0.00
0.00
0.00
0.00
0.00
0.00
3.00
1.67
0.06
56.42
0.00
0.00
0.00
0.00
0.00
0.00
4.00
2.91
0.11
156.54
0.00
0.00
0.00
0.00
0.00
0.00
5.00
4.45
0.18
331.38
0.00
0.00
0.00
0.00
0.00
0.00
6.00
6.23
0.26
598.32
0.00
0.00
0.00
0.00
0.00
0.00
7.00
8.20
0.37
971.97
0.00
0.00
0.00
0.00
0.00
0.00
8.00
10.29
0.48
1,463.68
0.00
0.00
0.00
0.00
0.00
0.00
9.00
12.46
0.60
2,081.21
0.00
0.00
0.00
0.00
0.00
0.00
10.00
14.62
0.74
2,828.51
0.00
0.00
0.00
0.00
0.00
0.00
11.00
16.71
0.89
3,705,58
0.00
0.00
0.00
0.00
0.00
0.00
12.00
18.68
1.04
4,708.47
0.00
0.00
0.00
0.00
0.00
0.00
13.00
20.46
1.20
5,829.42
0.00
0.00
0.00
0.00
0.00
0.00
14.00
22.00
1.36
7,057.08
0.03
0.03
0.00
0.00
0.00
0.00
15.00
23.24
1.52
8,374.99
0.12
0.12
0.00
0.00
0.00
0.00
16.00
24.16
1.68
9,762.08
0.21
0.21
0.00
0.00
0.00
0.00
17.00
24.72
1.84
11,198,85
0.27
0.27
0.00
0.00
0.00
0.00
18.00
24.91
2.00
12,665.94
0.31
0.31
0.00
0.00
0.00
0.00
19.00
24.72
2.15
14,141.65
0.35
0.35
0.00
0.00
0.00
0.00
20.00
24.16
2.30
15,603.70
0.39
0.39
0.00
0.00
0.00
0.00
21.00
23.24
2.43
17,030.03
0.42
0.42
0.00
0.00
0.00
0.00
22.00
22.00
2.56
18,399.56
0.44
0.44
0.00
0.00
0.00
0.00
23.00
20.53
2.68
19,692.86
0.46
0.46
0.00
0.00
0.00
0.00
24.00
19.10
2.79
20,897.05
0.48
0.48
0.00
0.00
0.00
0.00
25.00
17.77
2.88
22, 014.23
0.50
0.50
0.00
0.00
0.00
0.00
26.00
16.53
2.97
23,050.54
0.51
0.51
0.00
0.00
0.00
0.00

27.00
15.38
3.05
24,011.66
0.53
0.53
0.00
0.00
0.00
0.00
28.00
14.31
3.13
24,902.87
0.54
0.54
0.00
0.00
0.00
0.00
29.00
13.31
3.20
25,729.06
0.55
0.55
0.00
0.00
0.00
0.00
30.00
12.38
3.26
26,494.78
0.56
0.56
0.00
0.00
0.00
0.00
31.00
11.52
3.32
27,204.28
0.57
0.57
0.00
0.00
0.00
0.00
32.00
10.72
3.37
27,861.48
0.58
0.58
0.00
0.00
0.00
0.00
33.00
9.97
3.42
28,470.04
0.58
0.58
0.00
0.00
0.00
0.00
34.00
9.28
3.46
29,033.36
0.59
0.59
0.00
0.00
0.00
0.00
35.00
8.63
3.50
29, 554.60
0.60
0.60
0.00
0.00
0.00
0.00
36.00
8.03
3.54
30,036.71
0.60
0.60
0.00
0.00
0.00
0.00
37.00
7.47
3.58
30,482.41
0.61
0.61
0.00
0.00
0.00
0.00
38.00
6.95
3.61
30,894,25
0.61
0.61
0.00
0.00
0.00
0.00
39.00
6.47
3.64
31,274.59
0.61
0.61
0.00
0.00
0.00
0.00
40.00
6.02
3.66
31,625,63
0.62
0.62
0.00
0.00
0.00
0.00
41.00
5.60
3.69
31,949.42
0.62
0.62
0.00
0.00
0.00
0.00
42.00
5.21
3.71
32,247.86
0.63
0.63
0.00
0.00
0.00
0.00
43.00
4.84
3.73
32,522.72
0.63
0.63
0.00
0.00
0.00
0.00
44.00
4.51
3.75
32,775,64
0.63
0.63
0.00
0.00
0.00
0.00
45.00
4.19
3.77
33,008.16
0.63
0.63
0.00
0.00
0.00
0.00
46.00
3.90
3.79
33,221.70
0.63
0.63
0.00
0.00
0.00
0.00
47.00
3.63
3.80
33,417.59
0.64
0.64
0.00
0.00
0.00
0.00
48.00
3.38
3.81
33,597.06
0.64
0.64
0.00
0.00
0.00
0.00
49.00
3.14
3.83
33,761.25
0.64
0.64
0.00
0.00
0.00
0.00
50.00
2.92
3.84
33,911.23
0.64
0.64
0.00
0.00
0.00
0.00
51.00
2.72
3.85
34,048,00
0.64
0.64
0.00
0.00
0.00
0.00
52.00
2.53
3.86
34,172.47
0.64
0.64
0.00
0.00
0.00
0.00
53.00
2.35
3.87
34,285,50
0.65
0.65
0.00
0.00
0.00
0.00
54.00
2.19
3.87
34,387.90
0.65
0.65
0.00
0.00
0.00
0.00
55.00
2.04
3.88
34,480.40
0.65
0.65
0.00
0.00
0.00
0.00
56.00
1.89
3.89
34,563.70
0.65
0.65
0.00
0.00
0.00
0.00
57.00
1.76
3.89
34,638.44
0.65
0.65
0.00
0.00
0.00
0.00
58.00
1.64
3.90
34,705.22
0.65
0.65
0.00
0.00
0.00
0.00
59.00
1.53
3.90
34,764.60
0.65
0.65
0.00
0.00
0.00
0.00
60.00
1.42
3.91
34,817.08
0.65
0.65
0.00
0.00
0.00
0.00
61.00
1.32
3.91
34,863.16
0.65
0.65
0.00
0.00
0.00
0.00
62.00
1.23
3.91
34,903.28
0.65
0.65
0.00
0.00
0.00
0.00
63.00
1.14
3.91
34,937.86
0.65
0.65
0.00
0.00
0.00
0.00
64.00
1.06
3.92
34,967.29
0.65
0.65
0.00
0.00
0.00
0.00
65.00
0.99
3.92
34,991.92
0.65
0.65
0.00
0.00
0.00
0.00
66.00
0.92
3.92
35,012,10
0.65
0.65
0.00
0.00
0.00
0.00
67.00
0.86
3.92
35,028.13
0.65
0.65
0.00
0.00
0.00
0.00
68.00
0.80
3.92
35,040.31
0.65
0.65
0.00
0.00
0.00
0.00
69.00
0.74
3.92
35,048,90
0.65
0.65
0.00
0.00
0.00
0.00
70.00
0.69
3.92
35,054.15
0.65
0.65
0.00
0.00
0.00
0.00
71.00
0.64
3.92
35,056.31
0.65
0.65
0.00
0.00
0.00
0.00
72.00
0.60
3.92
35,055.59
0.65
0.65
0.00
0.00
0.00
0.00
73.00
0.55
3.92
35,052.19
0.65
0.65
0.00
0.00
0.00
0.00
74.00
0.52
3.92
35,046.29
0.65
0.65
0.00
0.00
0.00
0.00
75.00
0.48
3.92
35,038.08
0.65
0.65
0.00
0.00
0.00
0.00
76.00
0.45
3.92
35,027.72
0.65
0.65
0.00
0.00
0.00
0.00
77.00
0.42
3.92
35,015.35
0.65
0.65
0.00
0.00
0.00
0.00
78.00
0.39
3.92
35,001.13
0.65
0.65
0.00
0.00
0.00
0.00

79.00
0.36
3.92
34,985.17
0.65
0.65
0.00
0.00
0.00
0.00
80.00
0.33
3.92
34,967.61
0.65
0.65
0.00
0.00
0.00
0.00
81.00
0.31
3.92
34,948.55
0.65
0.65
0.00
0.00
0.00
0.00
82.00
0.29
3.91
34,928,11
0.65
0.65
0.00
0.00
0.00
0.00
83.00
0.27
3.91
34,906,37
0.65
0.65
0.00
0.00
0.00
0.00
84.00
0.25
3.91
34,883.44
0.65
0.65
0.00
0.00
0.00
0.00
85.00
0.23
3.91
34,859.40
0.65
0.65
0.00
0.00
0.00
0.00
86.00
0.22
3.91
34,834,32
0.65
0.65
0.00
0.00
0.00
0.00
87.00
0.20
3.90
34,808.28
0.65
0.65
0.00
0.00
0.00
0.00
88.00
0.19
3.90
34,781.35
0.65
0.65
0.00
0.00
0.00
0.00
89.00
0.17
3.90
34,753.59
0.65
0.65
0.00
0.00
0.00
0.00
90.00
0.16
3.90
34,725.06
0.65
0.65
0.00
0.00
0.00
0.00
91.00
0.15
3.90
34,695.82
0.65
0.65
0.00
0.00
0.00
0.00
92.00
0.14
3.89
34,665.91
0.65
0.65
0.00
0.00
0.00
0.00
93.00
0.13
3.89
34,635.39
0.65
0.65
0.00
0.00
0.00
0.00
94.00
0.12
3.89
34,604.30
0.65
0.65
0.00
0.00
0.00
0.00
95.00
0.11
3.89
34,572.63
0.65
0.65
0.00
0.00
0.00
0.00
96.00
0.11
3.88
34, 540.57
0.65
0.65
0.00
0.00
0.00
0.00
97.00
0.10
3.88
34, 508.01
0.65
0.65
0.00
0.00
0.00
0.00
9$.00
0.09
3.88
34,475.02
0.65
0.65
0.00
0.00
0.00
0.00
99.00
0.08
3.88
34,441.65
0.65
0.65
0.00
0.00
0.00
0.00
100.00
0.08
3.88
34,407.91
0.65
0.65
0.00
0.00
0.00
0.00
101.00
0.07
3.87
34.373.84
0.65
0.65
0.00
0.00
0.00
0.00
102.00
0.07
3.87
34,339.45)
0.65
0.65
0.00
0.00
0.00
0.00
103.00
0.06
3.87
34,304.79
0.65
0.65
0.00
0.00
0.00
0.00
104.00
0.06
3.86
34,269.85
0.65
0.65
0.00
0.00
0.00
0.00
105.00
0.06
3.86
34,234,67
0.65
0.65
0.00
0.00
0.00
0.00
106.00
0.05
3.86
34,199.27
0.64
0.64
0.00
0.00
0.00
0.00
107.00
0.05
3.86
34,163.65
0.64
0.64
0.00
0.00
0.00
0.00
108.00
0.04
3.85
34,127.85
0.64
0.64
0.00
0.00
0.00
0.00
109.00
0.04
3.85
34,091.86
0.64
0.64
0.00
0.00
0.00
0.00
110.00
0.04
3.85
34,055.71
0.64
0.64
0.00
0.00
0.00
0.00
111.00
0.04
3.85
34.019.41
0.64
0.64
0.00
0.00
0.00
0.00
112.00
0.03
3.84
33,982.97
0.64
0.64
0.00
0.00
0.00
0.00
113.00
0.03
3.84
33,946.41
0.64
0.64
0.00
0.00
0.00
0.00
114.00
0.03
3.84
33,909.72
0.64
0.64
0.00
0.00
0.00
0.00
115.00
0.03
3.84
33,872.93
0.64
0.64
0.00
0.00
0.00
0.00
116.00
0.02
3.83
33,836.04
0.64
0.64
0.00
0.00
0.00
0.00
117.00
0.02
3.83
33,799.0(3
0.64
0.64
0.00
0.00
0.00
0.00
118.00
0.02
3.83
33,762.00
0.64
0.64
0.00
0.00
0.00
0.00
119.00
0.02
3.82
33,724.87
0.64
0.64
0.00
0.00
0.00
0.00
120.00
0.02
3.82
33,687.67
0.64
0.64
0.00
0.00
0.00
0.00
121.00
0.02
3.82
33,650.40
0.64
0.64
0.00
0.00
0.00
0.00
122.00
0.02
3.82
33,613.09
0.64
0.64
0.00
0.00
0.00
0.00
123.00
0.01
3.81
33,575.72
0.64
0.64
0.00
0.00
0.00
0.00
124.00
0.01
3.81
33,538.30
0.64
Q.64
0.00
0.00
0.00
0.00
125.00
0.01
3.81
33,500.85
0.64
0.64
0.00
0.00
0.00
0.00
126.00
0.01
3.80
33,463.:,6
0.64
0.64
0.00
0.00
0.00
0.00
127.00
0.01
3.80
33,425.84
0.64
0.64
0.00
0.00
0.00
0.00
128.00
0.01
3.80
33,388.'�'9
0.64
0.64
0.00
0.00
0.00
0.00
129.00
0.01
3.80
33,350. r 1
0.64
0.64
0.00
0.00
0.00
0.00
130.00
0.01
3.79
33,313.12
0.64
0.64
0.00
0.00
0.00
0.00

131.00
0.01
3.79
33,275.51
0.64
0.64
0.00
0.00
0.00
0.00
132.00
0.01
3.79
33,237.88
0.64
0.64
0.00
0.00
0.00
0.00
133.00
0.01
3.78
33,200.24
0.63
0.63
0.00
0.00
0.00
0.00
134.00
0.01
3.78
33,162.59
0.63
0.63
0.00
0.00
0.00
0.00
135.00
0.01
3.78
33,124,93
0.63
0.63
0.00
0.00
0.00
0,00
136.00
0.01
3.78
33,087.27
0.63
0.63
0.00
0.00
0.00
0.00
137.00
0.01
3.77
33,049.60
0.63
0.63
0.00
0.00
0.00
0.00
138.00
0.01
3.77
33,011,93
0.63
0.63
0.00
0.00
0.00
0.00
139.00
0.00
3.77
32,974., 7
0.63
0.63
0.00
0.00
0.00
0.00
140.00
0.00
3.76
32,93&,'A
0.63
0.63
0.00
0.00
0.00
0.00
141.00
0.00
3.76
32,898.�I,l
0.63
0.63
0.00
0.00
0.00
0.00
142.00
0.00
3.76
32,861.28
0.63
0.63
0.00
0.00
0.00
0.00
143.00
0.00
3.76
32,823.63
0.63
0.63
0.00
0.00
0.00
0.00
144.00
0.00
3.75
32,785,98
0.63
0.63
0.00
0.00
0.00
0.00
145.00
0.00
3.75
32,748.35
0.63
0.63
0.00
0.00
0.00
0.00
146.00
0.00
3.75
32.710. 72
0.63
0.63
0.00
0.00
0.00
0.00
147.00
0.00
3.74
32,673 " 0
0.63
0.63
0.00
0.00
0.00
0.00
148.00
0.00
3.74
32,635.:
0.63
0.63
0.00
0.00
0.00
0.00
149.00
0.00
3.74
32,597.E 0
0.63
0.63
0.00
0.00
0.00
0.00
150.00
0.00
3.74
32,560.:,2
0.63
0.63
0.00
0.00
0.00
0.00
151.00
0.00
3.73
32,522.76
0.63
0.63
0.00
0.00
0.00
0.00
152.00
0.00
3.73
32,485.20
0.63
0.63
0.00
0.00
0.00
0.00
153.00
0.00
3.73
32,447,67
0.63
0.63
0.00
0.00
0.00
0.00
154.00
0.00
3.72
32,410.'.4
0.63
0.63
0.00
0.00
0.00
0.00
155.00
0.00
3.72
32,372.(A
0.63
0.63
0.00
0.00
0.00
0.00
156.00
0.00
3.72
32,335."1:)
0.63
0.63
0.00
0.00
0.00
0.00
157.00
0.00
3.72
32,297.(,'1
0.63
0.63
0.00
0.00
0.00
0.00
158.00
0.00
3.71
32,260.:%?
0.63
0.63
0.00
0.00
0.00
0.00
159.00
0.00
3.71
32,222,7,3
0.62
0.62
0.00
0.00
0.00
0.00
160.00
0.00
3.71
32,185.:,-6
0.62
0.62
0.00
0.00
0.00
0.00
161.00
0.00
3.70
32,147,F)
0.62
0.62
0.00
0.00
0.00
0.00
162.00
0.00
3.70
32.110.3
0.62
0.62
0.00
0.00
0.00
0.00
163.00
0.00
3.70
32,073.:2
0.62
0.62
0.00
0.00
0.00
0.00
164.00
0.00
3.70
32,035.E 3
0.62
0.62
0.00
0.00
0.00
0.00
165.00
0.00
3.69
31,998-,G
0.62
0.62
0.00
0.00
0.00
0.00
166.00
0.00
3.69
31,961,:' 5
0.62
0.62
0.00
0.00
0.00
0.00
167.00
0.00
3.69
31,923.S7
0.62
0.62
0.00
0.00
0.00
0.00
168.00
0.00
3.68
31,886, 71
0.62
0.62
0.00
0.00
0.00
0.00
169.00
0.00
3.68
31,849.4.7
0.62
0.62
0.00
0.00
0.00
0.00
170.00
0.00
3.68
31,812.:_5
0.62
0.62
0.00
0.00
0.00
0.00
171.00
0.00
3.68
31,775.15
0.62
0.62
0.00
0.00
0.00
0.00
172.00
0.00
3.67
31,737.tL3
0.62
0.62
0.00
0.00
0.00
0.00
173.00
0.00
3.67
31,700. :?
0.62
0.62
0.00
0.00
0.00
0.00
174.00
0.00
3.67
31,663.,,
0.62
0.62
0.00
0.00
0.00
0.00
175.00
0.00
3.66
31,626.. 3
0.62
0.62
0.00
0.00
0.00
0.00
176.00
0.00
3.66
31,5K.:,9
0.62
0.62
0.00
0.00
0.00
0.00

Hydrograph
Ry
cw i
?'•_ •' S ��. � av � 9' "'Y." � �'� S .�.. '♦i' Tyr irs 8 �#r � +y Y V�� � 5
�. -.P a -.:: -ice'>. �. �, f n.. i :� G �a . '` � i�9:'.'+i"'Kc° •."3� *'�^
,a:.:." J «'g^=' .. '" "b p. � '. ,�. _ 3 i4 • i t i ?tL 7
25.0020.00
-
.
`� / �• _ i^ Aga '� s,o. a ..t � 'o � � y
-p inflow
3 15.00 ,
,,
o._� Outflow
y.
-
10.00
U.UU
<a', 4` `. s a•_". a' '""� �-�_ a'z, H �� mt .ry;... x«c d"3e'
I I I I i
0.00 20.00 40.00 60.00 80.00 100.00
Time minutes

Northgate Dec 15, 2011
Drainage area sq ft= 456,509 Ac= 10.48
Impervious area sq f7 269,201 Ac= 6.18
Percent impervious= 58.97
1year 24 hr rainfall depth inches: 3.2 Fay Area
1year 24 hr rainfall intensity in/hi 0.1333
Rat C pre dev= 0.22
Rat C post dev= 0.65
Q 1 year pre cfs= 0.31
Q 1 year post cfs= 0.91
110 year in/hr = 7.20 Fay Standard Tc=10 min
125 year in/hr = 8.14
1 100 year inlhr = 9.43
Q 10 cfs= 49.05
Q 25 cfs= 55.42
Q 100 cfs= 64.25
WQV Water.quality Volume
WQV cu ft= RV*AD"43560`RD112 22,092.18
.AD drainage,:area to sand filter ac 10.4&
.RD inches= 1.00"
WQVadj",cu ft, -0.:75"WQV 16,569 14°
WQV cu ft= 22,092.18
WQV adj;cu tt 16,569''.14

ft
ft/day
ft/day
days
T � _.-EnsureWQVadj
WQVadj cu ft > or = ((Af +As) i h maxfilter)
Trial Table for maximum heads between 2 and 6 feet
the following combination of variables will work
Available area BMP sq ft =
9,049,00 Max head 1 3.03
As sq ft =
3,967.00 Af sq ft = 770.04
Design
9,049.00 Design 9,049.00
hmax filter WQV adj
As+Af
ft cu ft
sq ft
2 16, 569.14
18,098.00
3 16,569.14
18,098.00
4 16, 569.14
18, 098.00
5 16, 569.14
18,098.00
6 16,569.14
18,098.00
Minimum hmax for I inch = (As+Af)IWQVadj= 0.92

Available area sq ft =
9,049.00 Trial size sq ft= 9,049.00
Minimum
Final
hmax filter ft =
0.92
3.00
WQV adj cu ft=
16,569.14
4.00
As sq ft=
1,458.08
9,049.00
Af sq ft=
770.04
9,049,00
As+Af sq ft=
2,228.12
18,098.00
Trial minimum design
(As+Af sq ft) x hmax filter
2,039.90
Final .Design s- : �, a%e ` °
r• 'aga'- P ^ n ,.� � t -en".� �� "'se� i ti�.,Rt m, 3>_.a o - � ,z.
�(As+Af�sq.ft),x hmax filterDesigriA . 541294 00 °must=tie,great+=�_ than
¢. 4,, � x ` :
Wet Pond
WQV cu ft= 22,092.18 Vol above permanent pool
WQV adj cu ft= 16,569.14
Table 10-1 permanent of average depth ft=
4 d= 3 ft min
Surface area/Dr 'nage Area ratio=
1.9
Pond area required at perma nt pool are- ea=
8,673.67 min required at 5ft mid
((SAIDA)1100)rDA* 560
80% p nd area sq ft=
6,938.93
Try Bottom w ft = 70
Bottom L ft= 210
Side slope m = 3
This slope used in Stage storage
Depth d to 10 ft Sh ft= 2
includes 1.5 of sediment storage
Top Width tw 82
Top length I - 222
Top Vol cu ft = 32, 04.00
Vol to center shelf cu ft= 9.88 . 0
w ft= 92
Ift= 232
Surface area must exceed sq ft 8,673.67
Area sq ft= 21,344.00
Exceed 80% surface area sq ft= 6,938.93
Vol to Permanent pool surface cu ft=
42,791.00
Vol to top of shelf cu ft =
54,298.00 wft= 102
Ift = 242
Vol 3ft above top shelf =
84,006.00 wft= 120
Ift = 260
Vol Bottom to 3 ft above top shelf cu ft=
138,304.00
Adj Quantity Above Shelf
Try Depth above ft=
3
Side slope =
3
Vol above shelf cu ft
83,826.00

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 2a311
Phone/Fax (910),822.4540
Email mike 0southeastemsoil.com
October 21, 2011
Mr. Tom,Speight
Larry -King & As PA
1333 Morganton Rd_, Suite 201
Fayetteville, NC 28305
Re: Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for. storixlwater retention areas,.Northgate, NC Hwy 81,.Harnett County, North
Carolina
Dear Mr. Speight,
An evaluation�of soil properties and hyd%aulic-conductivity (Ksat)_has been conducted at
your request omthe aforementioned property. The°purpose of the4nvestigation was to
determine soil water table depths. In addition, Ksat was to be provided at varying depths
for use with stormwater, retention.pond design.
Saturated hydraulic conductivity of the unsaturated zone. was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept. -
Oct. 1989, "A Constant Permeameter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Equations. Approach for Measuring Hydraulic Conductivity."
Soils at this site are most similar to the Blaney and Candor soil. series (see: attached boring
logs). live borings were advanced to depths:ranging from 10.0 to 12.0,feet. Seasonal
High Water Table (SHWT) as determined by evidence of.eolors of chroma.2 or less
(and/or concentrations of high redox,mottles) was encountered at varying depths ranging
from.32 to 140 inches below the ground surface (see attached chart).
Five compact constant head permeameter (CCHP) tests were conducted at depths of 2.0
feet -above the SHWT. The Ksat-measure cents in borings 2 and'3 averaged.0.457 cm/hr
[these were taken below SHWT depth (which.was too shallow for a dry'pond)]. The Ksat
measurements in borings 1, 4 and 5 averaged.20.91 cm/hr.
SOIVSITE EVALUATION • SOIL PHYSICAL ANALYSIS,- LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

The attached map shows locations of sample -points as well �as Ksat locations: The
attached chart.provides-a list or measured rates at the pond locations.
I trust this is'the information you require•at.this time.
Sincerely;
Mike Eaker
President
0

Southeastern Soil & Environmental Associates, Inc.
P.O.:Box 9321
Fayetteville, NC 28311
PhoneJFax.( 16).822-4540
Email mikedsoutheasternsoiixom
SHWT depths, Narthgate, NC Hwy. 87, Harnett.County, NC
BORING SHWT DEPTH inches
1 67
2 48
3 32
4 128
S 140
SOIL/SITE EVALUATION + SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGEWOUNDING • SURFACEJSUBSURFACE WASTE TREATMENT SYSTEMS; EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. BQx 8321
Fayetteville. NC 28311
Phone/Fax [phone]
Email mike Osautheastemsoil.com
Measured Ksat Rates, Northgate, NC Hwy. 87, Harnett County, NC
Ksat Ksat
Location Depth(in) cmlhr in/hr
1 43 22.82 8.98
2 60 0.488 0.192
3 68 0.426 0.168
4 60 .13.56r 5.34
5 60 26.35 10.37
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
C,AOUNDWATEKDRAINAGEIMOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

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Southeastern Soil & Environmental Associates, Inc.
P:O. Box 9321
Fayetteville; NC 28311
Phone/Fax {610} 822-4540
Email [e-mail]
Typical Soil Boring Log, Borings 2 &,3, Northgate, NC, Hwy. 87, Harnett County,
NC
This map unit consists of well drained nnoderately slowly permeable soils on uplands.
These soils formed in loamy and sandy sediments. Slopes range from 2,to 4 percent.
A -.0 to 2 inches; grayish brown (I OYR 5/2) loamy sand; weak fine granular structure;
very friable; many fine roots; abrupt smooth boundary.
E - 2 to 22, inches; light yellowish brown (1 OYR 6/4) loamy sand.; single grained; loose;
very friable; abrupt smooth boundary.
Btl - 22 to 34 inches; yellowish brown (I OYR 5/6) sandy clay loam; weak medium
subangular blocky structure; fiiable to firm, abrupt smooth boundary.
BC -.34 to 48 .inches; pale yellow (2.5Y 7/4) sandy clay loam;; many coarse -reddish
yellow (5YR 5/8) and brownish yellow (1 OYR 5/8) mottles; weak. medium subangular
blocky structure; firm; brittle in -about 20 percent of the mass; gradual wavy boundary.
C1 - 48 to 83 inches; red (2.5YR 4/8) sandy clay loam; common distinct brownish yellow
(I OYR 5/8) and light.gray (1 OYR 7/2). mottles; massive; firm; gradual wavy boundary.
C2 - 83 to 96 inches; red (2.SYR 4/8) sandy clay loam; common distinct weak red (I OR
5/2) mottles;. massive; very firm; gradual wavy boundary.
C3 - 96 to 120 inches; red (2.5YR 4/8) sandy clay loam that has pockets of sandy loam;
common distinct white (I OYR 8/1); massive; firm.
SHWT at 32 inches in boring 3 (1OYR 7/2)
SHWT at 48 inches. in boring 2 (1OYR. 7/2)
SOILISlTE�EVALUATION • SOIL PHYSICAL. ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS,: EVALUATION &DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box.9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike®southeasternsoit,com
Typical,Soil Boring Log, Borings 1, 4 & 5, Northgate, NC Hwy. 87,;Harnett County,
NC
This.map unit consists of somewhat excessively drained soils that formed in sandy -and
loamy sediment on uplands. Slopes range from 0 to 1 percent.
A - 0 to 6 inches; dark grayish brown (10YR 4/2) sand; weak fine granular structure; very
friable; few fine roots; abrupt smooth boundary.
E - 6 to 28 inches; .yellowish brown (I OYR 5/4) sand; weak fine granular structure; very
friable; few fine roots; abrupt wavy boundary.
Btl - 28 to.54.inches; yellowish brown (10YR 5/6)-sandy loam; weak fine subangular
blocky structure; very friable; gradual wavy boundary.
Bt2.- 54 to 75 inches; yellowish.brown:(l0YR.5/6) sandy clay.loam; weak medium
subangular blocky structure;. friable; gradual diffuse boundary.
Bt3 - 75 - 128 inches; brown (7.5YR 5/6) sandy clay loam; common distinct yellow
(10YR 7/6) mottles; weak fine subangular blocky.structure.
BC - 128 to 144 inches; strong brown (7.5YR 5/6) sandy loam; common distinct light
gray (l OYR 7/1) mottles; massive
SHWT at 67 inches (2.5Y 7/2) in boring 1
SHWT at 128 inches (1 OYR 7/1) in.boring 4
SHWT at 140 inches (10YR 7/1)In boring 5
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Alp-
4,AARNETT COUNTY TAX ID#R
;7Z
1111111111111
FOR RK.TTt6RRGRTOF DEFD
ILRI
,M ETT COtp
NC
2112FS2702.1t:19m
BOW PG:339-340 FEE:S26.0B
XM113O 02
CAROLINA GENERAL WARRANTY DEED
Excise Tax: S7 0.00
Parcel Identifier Wo.
By:
MailBox to:ins WaN
This instrument was pre ed 1 neaves
Brief description for the index: (a
�o of t
5
THIS D$ED made this-41 day _
GRANTO
Ralph Huff Holdings, GLC, a North C lintc>
limited liability company
2919 Breezewood Avenue, Suite 400
Fayetteville, NC 28303' /
4i C
Verified by County on the _ day of 20_
by and between
Enter in appropriate block for each party. name, address, and,
The designation Grantor and Grantee as used herein shall iN
singular, plural, masculine, feminine or neuter as required by
WITNESSETH, that the Grantor, for a valuable consideration paid by
by these presents does grant, bargain, sell and convey unto the Grant
near Anderson Creek Township, Harnett County, North Carolina an�
Spout Springs Holdings, LLC, a North Carolina
limited liability company
'275 South Bennett Street
S9itthern Pines, NC 28387
of entity, e.g. corporation or partnership.
their heirs, successors, and assigns, and shall include
receipt ofwhich is hereby acknowledged, has and
all that certain lot or parcel of land situated in or .
rly described as follows:
BEING all of Lot 3 as shown on plate entitled "The Oaks at Northgate ^[f 3, 6 and semene, said plat having been
duly recorded in Map Book 2012, Pages 150 to 153 Harnett County, Cl! gi
Together with and subject to, that certain Declaration of Covenants Condit ns, tric n d Easements recorded in
Book aV& / , Page 3/ 7 , aforesaid Registry.
The property hereinabove described was acquired by Grantor by instrument recorde to B 7 e 406.
The property conveyed hereby is not the principal residence of the Grantor.
A map showing the above described property is recorded in sec fe cel.
v6D
NC Bar Association Form No. 3 C 1976, Revised C 1977, 2002
Printed by Agreement with the NC Bar Association - 1981

AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
:ovenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
LII persons whomsoever, other than the following exceptions: all easements and restrictions of record, any applicable
r, and taxes for the year 2012 and thereafter, which arc not yet due and payable.
WHEREOF, the Grantor has duly executed the foregoing as of the day and year fast above written.
State of North Carolina -
1, the tmdersigr
foregoing instrument for the
My Commission Expires:
State of North Carolina - County of
I, the undersigned Notary Public,
came before me this day and acknowledge
Carolina limited liability company, and tha
in ' name on its behalf as its act
2012.
My Commiss' n Expires:
UaC00r E*0 Aoo 1
5.'
(SEAL)
MAL)
PW)
County and State aforesaid, certify that
sons ly appeared before me this day and acknowledged the due execution of the
xpfes*d. Witness my hand and Notarial stamp or seal this day of
The foregoing Certificate(s)of
certified to be correct. Th is instrument and this certificate
first page hereof.
Notary Public
Statea said certify that_/���r_�_�C/� personally
•n of Ralph Huff Holdings, LLC, a North
V iven qWd
as a act of h' eentity foregoing iinsu'ument
itne m hand of al stain s� r sea , this as day of
Register of Deeds
�X�5 •„�tt�yJ �j�
•.......
NC Bar Association Form No. 3 0 1976, Revised C 1977, 2W2
Printed by Agreement with the NC Bar Association - 1981
ware
date and time and in the Book and Page shown on the
County
Deeds.

B3047 - P96
HARNETT COUNTY TAX [D#
Excise Tax: $500.00
FOR REEyGISTRATgION
K1m11 01 T'ER OFrOEEEDS
Nsrnstt count yy NC
2012 OCT 26 02:3d:42 PM
0K:3047 PG:965-966
FEE:S26.00
EXCISE TAX: eee.ee
INSTRUMENT # 2 12017387
MAUDOD
20[2017387
CAROLINA SPECIAL WARRANTY HEED
Parcel Identifier No. Verified by County on the _ day of 20_
By:
Mail/Box to: Reaves w LL 1 87, Fayet1eyjDg_NL.283.05
This instrument was prep y:Z. Holden 1kayes, E4, [Title Insurance with West Titlet Commonwealth, Raleid.NCI
Brief description for the Tndex:[Loto of rolta, to {spoilt Springs. Hwy 24
THIS DEED made thisjday f
Ralph Huff Holdings, LLC, a Nortb
limited liability company
2919 Breezewood Avenue, Suite 400
Fayetteville, NC 28303
GRANTEE
Elmwood Holdings, LLC, a North Carolina
limited liability company
2919 Breezewood Avenue, Suite 200
Fayetteville, NC 28303
Enter in appropriate block for each party: name, address, and, iXppro¢otfte,
The designation Grantor and Grantee as used herein shall inNude a10 part'
singular, plural, masculine, feminine or neuter as required by ntext.
WITNESSETH, that the Grantor, for a valuable consideration paid by G
by these presents does grant, bargain, sell and convey unto the Gtarrte in e
near Anderson Creek Township, Harnett County, North Carolina an mo
BEING all of Lot 6 as shown on plat ofNort}tgate, said plat having been
Harnett County, NC Registry.
Together with, and subject to, that certain Declaration of Covenants, Condit
Book 2961, Page 317, aforesaid Registry.
The property hereinabove described was acquired by Grantor by instrument
The property conveyed hereby is not the principal residence of the Grantor.
A map showing the above described property is recorded in [see legal descr
NC Bar Association Form No. 3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association - 1981
aster of entity, e.g. corporation or partnership•
their heirs, successors, and assigns, and shall include
the ipt ofwhich isherebyacknowledged, hasand
le, li that certain lot or parcel of land situated in or
ucu r!y described as follows:
� ed in Ma Book 2012, Pages 150 to 153,
Easements recorded in

o�var - ravv
T V D TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
ee sim e.
i
d the for covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
sirup th dle is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
1 1 mts fall persons claiming by, through, or under Grantor, other than the following exceptions: all easements and restrictions
of r rd, plicable zoning ordinance, and taxes for the year 2013 and thereafter, which are not yet due and payable.
WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
By: I 74el %0- 11 1'
e: MaKd
By:
Title:
By:
Title:
State of North Carolina - ow
I, the undersign
foregoing instrument for the
2
My Commission Expires:_
State ofNorth Carolina - County of
I. the undersigned Notary Public th,
came before me this day and acknowledg thl
Carolina limited liability company, and that
in its name on its behalf as its act ani
a c./ 1,- , 2012.
My Commission Expires:
My exrotsdm EDttea
(SEAL)
mod„}
County and State aforesaid, certify that
ly appeared before me this day and acknowledged the due execution of the
son
res ed. Witness my hand and Notarial stamp or seal this day of
Notary Public
n State resaid, certify that . rttt personally
e of Ralph Huff Holdings, LLC, a North
ul iven d as the act of such entity, he/she signed the foregoing instrument
im my hand and Notarial stam r seal, this _o[ day of
The fwegoirigCertificate(s) of
certified to be correct. This instrument and this certificate ark
first page hereof.
Register of Deeds
By:
duly,
NC Bar Association Form No. 3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association - 1981
is/tue
at date and time and in the Book an Page shown on the
County
eister of Deeds.

7M
CAROLxNA COMISSIOHER'S DEED
RN Y
6D de and entered into this the 23ih day of
M , 1 a twepb John.Blackwell, Jr., acting as
C ss ereirafter'stated, party of the first parts.
an nn rdin, party of the second part, of Cumberland
Coun , Ca iinas
ft)t) W 1' H a S S E 2 H s
la V THA rtain civil action entitled, *ANNA
CF ` M. HARDIH' CICMHLL, JR., Substitute Trustee,
sd
`�f0a Plaintiffs, a. NC8 8O DeANGiLIS and wife, DONA B.
r o DaANCL►LIS, Defe ants nd bei Pile Number'77 CVD 0461,
�hI �
$ Lr b and order was e b t C rk the Superior -court of
PO
Harnett County, N t 1 appointing said party of the
PO -
first part comniesi or sell'l hereinafter described,
subject to the confirmation of. e t and whereas, said.
i
party of the fLrat part, ac rig mmi sioner as'aforesaid,
on the 29th day of April, 98 re rt to said court the
sale of the land hereinafte disc r April 28, 1980 to
said party of the second part atFKke ee of $135,955.96
and under the terms and conditio a at o h in said pro-
ceedings, and further said aw mi inner nded that
t
said sale'be approved and confirmedr a , the yy
commissioner on the 12th day of May, 98 fil h second
report of sale reporting that said sal had r in open
for a period of ten days, that no advance d s ad and
no objection offered to'said sales and whe as, sa rt
on the 12th day of May, 1980 entered an orde p ving a
uanK6 TODWOOk confirming.said sale.and directing said party t ra i
true mTIL AXM"
a uwftwP•a part, as -commissioner, to make, execute and del iv un
MIRTA6� NUN
30WUIvsur said party of the eeaond part a gaol and sufficien d f
rwftrrtn►u4�.e= ,
�h4u�� N ��. �9�. �C�.1�t4QQ,G�.n, • .

v
d
ad
ionar.

.. .1^""" -. ,Lr �.LAfl �UH'r J1 ..r .•�:. .. ... .+, .. .. :aiS •t. .4P
�TRACT'i:
" BEGIN .jai a point in the southern edge of the right fray
of NOT.. rolind Highway Mo.'87, which point is locate. /,1D0 -
feet West of the northeast corner of Lot 132 of the Babcock
11age plat which plat is recorded in Book-8, Page 17, of the
Ha ett'County Registry; thence 475 feet South 32 degrees 51
in es West to an iron stake;. thence 210 feet North 57 degrees
m nutes West to an iron stake; thence North 32 degrees 51
in t s 475 feet to an iron stake in the edge of said right-
0 y; th with said right-of-way South 57 degrees 09 minutes
Lo 210 the point of BEGINNING and containing 2.29 acres,
re being Tract 11 of the property of Ralph M.
r d wife, s described.by survey and plat of Joe H. Ross,
d ed 1 , and recorded in Book.13. Page 42, Harnett
un Regis being the same'pro erty as described as the
Ft Tr deed from H. M. Cage and wife. Carletta R.
gle ph Hardin and wife. -Anna M. Hardin. -dated the
1 ay 0 bar; 1967 and of record in Book 502 Page 27 of
the ett u� Registry:
All of L sos.TZZ 121
il , "Babcock r and recorALd in Map ok
Registry. fqo
description andAreirgAhl
Tract in that eed ron
to Ralph M. Ha
of October-, .19 d of
Registry.
TRACT III•
4. 125 and 126. as shown by map entitled
y Hal T. Siler. Registered Surveyor,
8,.Page 17. of the Harnett County
is hereby made for a more particular
e property as'described.as the Second
Cagle and wife, Carletta R. Cagle,
na.M. Hardin, dated the 18th day
Tin Bgpk 502, Page 27. of the aforesaid
BEGINNING at an iron %4 at !ie point of intersection of the
southern line of a-150 oot ght=of-way North Carolina Highway
No. 87.and the eastern i of the eas t access road of
the South side of Worth Carolina Hi ay No. 7; as,shown on plat
of Babcock'Lumber Company propert de nua , February, and.
March, 1955', by J: Chandler Eak R: ., nd nning thence as
.the southern right=ofway line No Ca It a Highway No. V.
South 57 degrees 09 minutes st 6 fe to n iron stake, offset
corner of a tract of 2.41 acre .co d to 3. F. Buchanan and
wife. Myrtle C. Buchanan. by de d dated ober 14, 1955; thence
as a line of said tract South 3 eg m tes West 475 feet
to an iron pipe, two pine pointers, n e line f horth.Carolina
Pulp Company property; thence as said ith 7 degrees 09
Minutes West 586 feet to .its interse io wi t e eastern line
of the above mentioned access road; en s t eastern line
of said access road North 32 degrees 1 minut 475 feet
to the BEGINNING, containing 6.39 acre r less, and being
the same property as described.as Tract. No. in t ed from
Cagle and wife. Carletta R. Cagle, to Rai M Ha in and
. wife, Anna M.'Hardin. dated the 29th day, of Ja uary. 1 70 and
of record.in Book 525. Page 67, of the Harn tt my try.
TRACT Iy.
BEGINNIN; at an iron stake at the point of irate ct n It
' South line of•a 150 foot right-of-way of North It Hi a
No. 87 and the.'western- line of the easternmost acc $ d n
the South'side'of Highway No. B7. as shown on plat ock
Lumber flompany property made January, February. and Y ch, 5
by J. Chandler:Eakes. R. S..and running thence as the e e
line of said access road South 32-degrees 51 minutes.We t 5
feet to -an iron pipe in the line.bf property of North Ca lin
Pulp Company; thence as said line North 57 degrees 09 min
Hest 1214.feet to an iron pipe in said line; thence North 2 eg
51 minutes Easi 475 feet to an iron pipe in the southern rig t-
of-way line of 'North, Carolina Highway No. 87. thence as said 9
of -Kay line'South 57 degrees 09 minutes East 1214 feel to the
point. of. BEGINNIN4'. containing' 13.24 acres and being the same rr
property as described as Tract -No. 2 in that deed from H. M. Cag e 4
and -.wife; Carletta t.- Cagle to Ralph M. Hardin and wife. Anna
!i. Hardin. dated the 29th day of January, 1970. and of record in
Book 525„ Page.67 of the Harnett County Registry.
Y
Q'

ti
MWh COrOWWl4arnMD
aot
dy is
to CCWNCL
DeeQs
Ad
Ha"Km courdy A Z.
I CELOO-103
PH -ED

I
imnn
MID
FOR aKal T"y 5 NEa it rEA OF eEIDs
2011 1a -GI PM
X2927 P6:417 420 FEE: 26.M
11�EV Srs>�:si,s A
iRIU # A1181M
CAROLINA SPECIAL WARRANTY DEED
by . County on the ^ day of 20_
Mainox to:
This instrument was v
Brief description for =Index-utSbrings
THIS DEED made this -t4- day of _,IL_ by and between
Ralph Huff Holdings, MC, a North
liability company
2919 Brcezewood Avenue, Suite 400
Fayetteville, NC 25303
Elmwood Holdings, LLC, a North Carolina limited
liability company
2919 Breezewood Avenue, Suite 200
Fayetteville, NC 28303
Enter in appropriate block for each party: name, address, and,'appn,*iate yharac* of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall inchke said &P6 lm successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by con
WITNESSETH, that the Grantor, fora valuable consideration paid by a ipt ofwhich is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee ' I ple U that certain lot or parcel of land situated in or
near the Township of Snout Sprigs County of l I North Carolin and mo described as follows:
See Exhibit A attached hereto and incorporated herein by reference. +.
The property hereinabove described was acquired by Grantor by instnunent co in ci �p r
Schulz-Klevenstuber to Grantor. recorded immediately prior heretol.
The propeRy herein conveyed does uM include the primary residence of Grantor. rl
NC Bar Association Form No. 3 G 1976, Revised 6 1977, 2002
Printed by Agreement with the NC Bar Association - 1991

fee
the above described property is recorded in [See ExhiW Afor olat referencel.
I TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
covenants with the Grantee, that Grantor is seized ofthe premises in fee simple, has the right to convey the same in fee
is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
11 parties claiming by, under, at through Grantor, other than the following exceptions: all easements, restrictions,
" lditions of record, if any, and taxes for the year 2012 and thereafter, which are not yet due and payable.
the Grantor has duly executed the foregoing as of the day and year first above written.
State of North Carolina- 0
1, the undersigned
foregoing instrument for the
_ 2
My Commission Expires:_
State of North Carolina - County of
1, the undersigned Notary Public o th
this day and acknowledged that he is the
by authority duly given and as the act of such
Witness my band and Notarial stamp or seal, thi
My Commission Expires:
MY Qm tt dm F;Irt3s ArVJ9 25,
(SEAL.)
FEW
ana State aforesaid, certify that
tppeared before me this day and acknowledged the due execution of the
L Witness my hand and Notarial stamp or seal this day of
The foregoing Certificate(s) of
certified to be correct This instrument and this certificate are
fast page hereof.
Register of Deeds
By:
MLL=
I NC Bar Association Form No. 3 ® 1976, Revised O 1977, 2002
Ij Printed by Agreement with the NC Bar Association - 1981
Notary Public
, certify that D. Ralph Huff ULperwm-ffly came before me
LLC, a North Carolina limited liability company, and that
18 instrument in t e on its behalf as its ed.
date and time and in the Book and Page shown on the
County
t - Re ' ter of Deeds

B3061 - P753
�vn
Excise Tax: $0100
TAX I
FOR REGISTRATION
Ki REGISTER roEEDS
Harnett County KC
2012 oEC Oe 10:Sd:34 AM
RK:3061 PG:753-754
FEE:$26.00
INSTRUMENT 9 20,2019753
ASMCNEILL
2012019763
CAROLINA GENERAL. WARRANTY DEED
Parcel Identifier No. Verified by County on the day of20_
By:
IV
Mail/Box to: Reaves w 187, Fayetteville,C 28305
This instrument was prepkedX. . Holden haves,
Brief description for the Index:IPu* Station I&t. Ngtagle a. Spout Springs. Hwv 24/ 8
THIS DEED made this 5 day
Ralph Huff Holdings, LLC, a North
limited liability company
2919 Breezewood Avenue, Suite 400
Fayetteville, NC 29303
Enter in appropriate block for each party: name, address,
20 12 by and between
GRANTEE
County of Harnett
Department of Legal Services
PO ox 238
li on, NC 27546-0238
�appriate, ara er of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall inc de said p e r heirs, successors, and assigns, and shalt include
singular, plural, masculine, feminine or neuter as required by cc
WITNESSETH, that the Grantor, for a valuable consideration paid by e G uttee a ceipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grant a in fe empl , all that certain lot or parcel -of land situated in
HamettCounty, North Carolina and more particularly described as fo ows:
BEING all of the "PUMP STATION LOT" (0.08 AC, 3,600 SQ. FT.) as shown n pl tle 'Northgate- Lots], 2, 3, 5, 6
and Easements", said plat having been duly recorded in Map Book 2012, Pag s I to 1 3,1 arnett County, NC Registry.
The property hereinabove described was acquired by Grantor by instrument recbNUA ,, Lot 2W. Pave 406
The property conveyed hereby is not the principal residence of the Grantor.
A map showing the above described property is recorded in [see legal dese�
NC Bar Association Form No. 3 d: 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association - 1981

B3061-`Pm -
TO HOLD the aforesaid lot or parcel of land and al I privileges and appurtenances thereto belonging to the Grantee in
covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
all persons whomsoever, other than the following exceptions: all easements and restrictions ofrecord, any applicable
and taxes for the year 2013 and thereafter, which are not yet due and payable.
WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
By:
By:
State of North Carolina -
1, the undersign
foregoing instrument for the
My Commission
(SEAL)
ff-AL)
County and State aforesaid, certify that
sonally appeared before me this day and acknowledged the due execution of the
xpr46 Witness my hand and Notarial stamp or seal this day of
U
State of North Carolina - County of IY
I, the undersigned Notary Pub] i o9
came before me this day and acknowledge I
Carolina limited liability company, and that
in its name on its behalf as its act a
c�F—CZMiSE 2 2012.
My Commission Expires: flEg '1 a 0 +V
The faregoing Certificate(s) of
certified to be correct, This instrument and this certificate
first page hereof.
Register of Deeds
By:
NC Bar Association Form No. 3 C 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association - 1981
Notary Public
ertify chat Q 'Ur)-f4{ %{6LP)= � personally
-j5AF of Ralph Huff Holdings, LLC, a North
act of such entity, he/she signed the foregoing'mstrument
and Notarial stamp or seal, this 'DTI day of
Notary Public
ware
and time and in the Book and Page shown on the
_ County
of Decds.

i
1 f
Enter inappropriate block for each Grantor and Grantee: name,.mail' , if appriate, character of entity, e.g.
corvoration or nartnershin. .
The designation Grantor and Grantee as used herein shall include said parties, e' rs, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSET H, that the Grantor, for a valuable consideration paid by the Grantee, the eipt hi is creby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, al that to el of land situated in the
City ol_---------------gout Springs. Township, Harr► ty, ���and mom partiwlarly
,,
described as follows:
SEE ATTACHED EXHIBIT'A'
The property hereinabove described was acquired by Grantor by instrument recorded in Estate File 10 E L4 k 05, Page
100.
All or a portion of the property herein conveyed — includes or X does not include the primary residence�t:D
NC Bar Aswiation Form No. 6 ® lltl2010
Printed by Agummt with the NC Bar Association

he above described property is recorded in Plat Book page
TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
Tenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following
IN WITNESS
By:
Print/Type Name &
By:
Print/Type Name &
Br
Print/Type Narane &
Ad Valorem taxes which Grantee agrees to pay in full when due.
m s, covenants, rights -of -way and encu�mbranc s that are disclosed on the public record and/or
accurate survey of the property. A/
thorantgx-d my executed the foregoing as of the day and year first
State of ModbCa nkMa - County
I, the undersigned.Notary Public of the=y or eliy of
foregoing instrument for the purposes therein expressed. Witness
My Commission Expires:3
(Affix Seal)
NC Bar Association Form No. 6 C V112010
Printed by Ar=meni with the NC Bar Association
Jennifer Schulz)
(SEAL)
Print/Type Name:
(SEAL.)
PrintiType Name:
SE
Print/Type Name:
a:j and State aforesaid, certify that
this day and acknowledged the due execution of the
rial stamp or seal this13:tL day November, 2011.
or Typed Name
Pub

EXHIBIT'A'
EG iron stake at the point of intersection of the South line of a 150 foot right-of-way of
o Capolirr� H hway No. 87 and the western line of the easternmost access road on the South side of
Hig w N 87,
n in plat of Babcock Lumber Company property made January, February and
Mar 195 y Cha
kes, R.S. and running thence as the western line of said access road South
32 degrees mi
st 4 feet to an iron pipe and the line of property of North Carolina Pulp
Company; ce a
id li 57 degrees 09 minutes West 1214 feet to an iron pipe in said line;
thence North de
s s East 475 feet to an iron pipe in the Southern right-of-way line of
North Carolina w
No ; thence as said right-of-way line South 57 degrees 09 minutes East 1214
feet to the point GI
, cant ' ing 13.24 acres and being the same property as described as Tract .
No. 2 in that Deed fro
a el nd wif Carietta R. Cage[ to Ralph M. Hardin and wife, Anna M.
—'Haidin, dated the 29"'
ay nu d of record in Book 525, Page 67, of the Harnett County
Registry.
Less and except pO-PPAY co eyed to Department of Transportation
in Fee Simple Deed a i Book 1331,.Page 586, aforesaid
Registry.
Grantor also conveys to Grantee 1
Lot 4 (2.94 acres), and Lot 5 .1
duly recorded in Map #2011, P e( )
County Registry. If.there is y
property -as. -described on said p
and bounds above (13.24 acres), the
in this Special Warranty Deed shall
bounds -description set forth above.
Lo 3 (6.04 acres),
ac es as shown on plat
41 42 , Harnett
fbl
ancy between subject
Ji
scribed by metes
warranties as contained
ed.'to the .metes and

Patterson, Robert
From:
Patterson, Robert
Sent:
Tuesday, January 29, 2013 8:07 AM
To:
'Tom Speight'
Cc:
[e-mail]
Subject:
SW6111206 - Northgate- Modification - Additional Information Request
Good morning Tom,
There is just a single item to address before I can issue the modification for this one.
1. Please verify the max BUA allotments that are shown on page one of the deed restrictions form. It looks like
some values shown are actually the lot area instead of the BUA for the lot. As currently shown, they add up to
more than that shown as the max BUA for the whole site. If you can just correct that first page and email it to
me, I can get this one issued.
Please provide this additional information no later than February 8, 2013.
Please let me know if you have any questions. Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail J 512 N. Salisbury St, 91h Moor, Raleigh, NC 27604 Location &, llan cls
[phone] Phone { [phone] f+';UG I Robert.l?atterso tincdenr.gov Finail I http:llportaLncdenr.oEg/web/­wg/ws1su Wehsite
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