SW8050842_Historical File_20060526

NCDENR Stormwater Management Plan Calculations
For
The Neighborhoods of Holly Ridge,
Phase li
Onslow County, NC
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Date
Client: Neighborhoods of Holly Ridge, LLC
Scott Cook, President
106-A Cinema Drive
Wilmington, NC 28406
Prepared by: Stroud Engineering, P.A.
102-D Cinema Drive
Wilmington, NC 28405
LI

STORMWATER MANAGEMENT CALCULATIONS
PROJECT:
NEIGHBORHOODS OF HOLLY RIDGE--PH2
DATE
3/21 /2006
PROJECT #
PW647
ENGINEER
WZS
System 1 Hydraulic Calculations
Total Site Drainage Area
13902ac
Rational Method Control Panel
Impervious Area
I 20.13
ac
Existing C=
% Impervious
51.59
%
Predevelopment C=
Fully Developed C=
Pervious Area
I 18.89
ac
% Pervious
1 48.41
°%
Composite Weighted C=
Rainfall Intensity Calculations
10 Year 5.70 in/hr
25 Year 6.52 in/hr
100 Year 7.75 in/hr.
Note: G and H values for Intensity calculation from
New Hanover County Stormwater Design Manual.
Peak Flow Calculation by Rational Method
10 Year
Predevelopment 44.5 cis
Postdevelopment 130.E cfs
25 Year
Predevelopment 50.9 cfs
Postdevelopment 149.3 cfs
100 Year
Predevelopment 60.5 cfs
Postdevelopment 177.5 cfs
State Stormwater Runoff Volumetric Calculation
Runoff to be Treated= 1.5 in
_ Runoff=0.05+0.009*% Impervious
f Runoff-" 0.5143 in
System 1 Treatment Volume= 109270.3 cf
Time of Concentration Calculation
(by Kirpitch Method)
Hydraulic Length=
Watershed Height=
Multiplier K=
Calculated T,=
1500 FT
10 FT
1.00
15.00 min
Q=CIA where C for Predevelopment is 0.20 and C for
post development is Weighted C value
Impervious Area Breakdown:
Bldgs=
562500 sf
Walks
35,985 sf
Roads
228,752 sf
Amenity Area
50,000 sf
Note: Treatment Volume Calculated via following
expression:
V=1.5*Area*Run off*43560/ 12
(Bypass Provided)

SCS Curve Number Method Analysis
In Situ Soils on Site: Kureb Use Hydraulic Soil Group 0
I
Curve Number
I Impervious= 1 98
Open Space=1 39
Weighted Curve Numbe 69.44
Ultimate Storage Capacity of Soils=S=(1000/CN)-10
i
S= 4.40 in
_ Design Storm Precipitation:
10 Year 7.00 in Note: Precipitation figures based on 24 Hour Storm
25 Year 8.05 in
100 Year 10.00 in
SCS CN Method Runoff Calculation Calculated Watershed Time to Peak (Tp)
Qp=(P-0.2S)2/(P+0.8S) Tp=43.5*Area* Runoff/PostQ
10 Year Runoff 3.56 in 10 Year 46.27 min
25 Year Runoff 4.44 in 25 Year 50.50 min
100 Year Runoff 6.15 in 100 Year 58.83 min
- System 1 Pump Basin 1-A
Below Permanent Pool Above Permanent Pool
EI. I SA Inc. Vol. ITotal Vol JEL ISA linc. Vol ITotal Vol
I 22 19500 26 30113
_ 23 22054 20777 20777 27 32849 31481 31481
24 24584 23319 44096 28 35796 34322.5 65803.5
25 27361 25973 70069 29 38710 37253 103056.5
26 30113 28737 98806 Total 103056.5
Total 98806
- Assume Groundwater at approximatly 4' below existing grade, or elevation 25.0
This configuration will preserve groundwater in adjacent wetlands
System 1 Pump Basin 1-B
Below Permanent Pool Above Permanent Pool
`I El. JEA I Inc. Vol. ITotal Vol I El. ISA I Inc. Vol ITotal Vol
22 10802 26 20042
23 12928 11865 11865 27 22610 21326 21326
24 15179 14054 25919 28 25236 23923 45249
25 17564 16372 42290 29 28633 26935 72184
26 20042 18803 61093 Total 72184
Total Available Volume= 175240

STORMWATER MANAGEMENT CALCULATIONS
PROJECT: NEIGHBORHOODS OF HOLLY RIDGE-PH2
DATE 3/21/2006
PROJECT # PW647
ENGINEER WZS
System 2 Hydraulic Calculations
Total Site Drainage Area 22.42 ac Rational Method Control Panel
Impervious Area
% Impervious
Pervious Area
% Pervious
Rainfall Intensity Calculations
10 Year 5.98 in/hr
25 Year 6.82 in/hr
100 Year 8.09 in/hr.
Note: G and H values for Intensity calculation from
New Hanover County Stormwater Design Manual.
Peak Flow Calculation by Rational Method
10 Year
Predevelopment I 26.8 cfs
Postdevelopment 1 75.8 cfs
25 Year
Predevelopment
30.6 cfs
Postdevelopment
86.5 1cfs
100 Year
Predevelopment
36.3 cfs
- Postdevelopment
102.6 cfs
State Stormwater Runoff Volumetric Calculation
Runoff to be Treated= 1.5 in
Runoff=0.05+0.009"% Impervious
Runoff= 0.489161 in
System 2 Treatment Volume= 59715.32 cf
10.94 ac
48.80 %
11.48 ac
51.20 %
Existing C=
0,2
Predevelopment C=
0,2
Fully Developed C=
0.95
Composite Weighted C=
0.57
Time of Concentration Calculation
(by Kirpitch Method)
Hydraulic Length=
I 1500 FT
Watershed Height=
1 15 FT
Multiplier K=
Calculated T,= 1 12.85 min
Q=CIA where C for Predevelopment is 0.20 and C for
post development is Weighted C value
Impervious Breakdown:
Bldgs: 355500 sf
Walks 18,044 sf
Roads 103,093 sf
Note: Treatment Volume Calculated via following
expression:
V=1.5"Area"Ru noff"43560/12
(Bypass Provided)

SCS Curve Number Method Analysis
In Situ Soils on Site: Kureb Use Hydraulic Soil Group 0
i
Curve Number
i Impervious= 1 98
Open Space=1 39
Weighted Curve Number 67.79
f
Ultimate Storage Capacity of Soils=S=(1000/CN)-10
I S= 4.75 in
Design Storm Precipitation:
i
10 Year 7.00 in Note: Precipitation figures based on 24 Hour Storm
j 25 Year 8.05 in
100 Year 10.00 in
SCS CN Method Runoff Calculation
Qp=(P-0.2S)`/(P+0.8S)
10 Year Runoff 3.56 in
25 Year Runoff 4.44 in
100 Year Runoff 6.15 in
System 2 Pump Basin
Below Permanent Pool
EI. I SA
Inc. Vol.
Total Vol
19 12278
20 13948
13113
13113
21 15696
14822
27935
22 17523
16610
44545
23 19427
18475
63020
_
Total
53020
Calculated Watershed Time to Peak (Tp)
Tp=43.5 Area* Runoff/PostQ
10 Year 45.77 min
25 Year 50.10 min
100 Year 58.46 min
Above Permanent Pool
JEI. SSA
linc.
Vol
ITotal Vol
23
19427
24
21405
20416
20416
25
23457
22431
42847
26
25584
24520.5
67367.5 Storage achieved atju:
27
27785
26684.5
94052
Total 1 94052
Set Permanent pool at El. 23—Soils testing indicates groundwater is at this depth in region.
This configuration will also preserve existing wetland hydrology
Also set bypass weir elevation at 26.0—this will provide up to 1.5' driving head for bypass weir function

Stormwater Management Calculations
i Infiltration Pump System
i
- PROJECT: NEIGHBORHOODS OF HOLLY RIDGE—PH2
DATE 3/21 /2006
PROJECT # PW647
ENGINEER WZS
System 1 Required Infiltration Volume= I 109270.3 cf
System 2 Required Infiltration Volume= 1 59715.32 cf
Overall System Infiltration Ability:
Total Volume= 168985.E cf
Vtot= I 3340 cf/hr
or 415.42 gpm
Infiltration Rate (from Solis Report)= 0in/hr
Infiltration Basin Bottom Area= 13360 sf
Infiltratinn Basin Vniumatriem
El.
SA
1Inc.Vol
ITotalVol
56
13360
57
15523
14442
1
14442
58
18008
16766
31207
1OT21 37LU7
System Drawdown Time
System 1 Pump Rate= I 145 gpm
System 2 Pump Rate= 1 135 gpm
Total Pump Rate= 280 gpm Set pump rate slightly less than infiltration rate
Pump Drawdown Time
System 1 I 93.73 hr or 3.91 days
System 2 1 55.02 hr or 2.29 days
Therefore System Drawdown Time is 3.91 days since Infiltration Rate Is equal to pump drawdown rate

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Stormwater Pump Station Pump Design
Project: Neighborhoods of Holly Ridge Phase 2
Engineer: Stroud Engineering, PA
Date: March 24, 2006
Desizn Flow 2Jp
Total stormwater flow desired is 416 gpm during peak pumping
timeframe, however, 2 pumps will be used. Consider both cases
of 2 pumps pumping in parallel using Hardy Cross analysis as well
as singular case of one pump pumping alone as will be case
during large storms (System 1 has slower drawdown)
FORCE MAIN SYSTEM CURVE - sLPIvk"� 'voC
No. of Check Valves
2
No. of Gate Valves
2
FORCEMAIN DIAMETER (IN.)
4
FORCEMAIN LENGTH (FT.)
2300
NO. OF 45 BENDS (EA.)
12
NO. OF 90 BENDS (EA.)
7
FLOW
G( PM)
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
MINOR LOSSES
FROM 90 BEND
0.000
0.001
0.006
0.013
0.024
0.037
0.053
0.073
0.095
0.120
0.148
0.180
0.214
0.251
0.291
0.334
0.380
0.429
0.481
0.536
0.594
0.654
0.718
0.785
0.855
0.928
1.003
1.082
1.163
1.248
1.336
1.426
MINOR LOSSES
4 IN FM
FROM 45 BEND FRICTION HEAD
(FEET1�
0.000
0.000
0.001
0.128
0.004
0.462
0.008
0.979
0.015
1.667
0.023
2.519
0.033
3.52.9
0.045
4.694
0.059
6.009
0.075
7.472
0.093
9.080
0.112
10.830
0.133
12.722
0.156
14.753
0.181
16.920
0.208
19.224
0.237
21.662
0.267
24.233
0.300
26.936
0.334
29.769
0.370
32.732
0.408
35.824
0.448
39.044
0.489
42.390
0.533
45.863
0.578
49.461
0.625
53.183
0.674
57.029
0.725
60.998
0.778
65.089
0.833
69.302
0.889
73.636
MINOR LOSS
STATIC HEAD
FROM GATE VALVES
(FEET)
(FEET)
38
0
38
0.00
38
0.00
38
0.00
38
0.01
38
0.01
38
0.01
38
0.02
38
0.02
38
0.03
38
0.03
38
0.04
38
0.05
38
0.06
38
0.06
38
0.07
38
0.08
38
0.09
38
0.11
38
0.12
38
0.13
38
0.14
38
0.16
38
0.17
38
0.19
38
0.20
38
0.22
38
0.24
38
0.26
38
0.27
38
0.29
38
0.31
b+pEis:�C.v� ,por,r' rg 1 y5 6pN. - �
MINOR LOSS FROM
CHECK VALVE
(FEET)
0
0.00
0.01
0.02
0.04
0.06
0.09
0.12
0.16
0.20
0.24
0.30
0.35
0.41
0.48
0.55
0.63
0.71
0.79
0.88
0.98
1.08
1.18
1.29
1.41
1.53
1.65
1.78
1.92
2.05
2.20
2.35
TOTAL HEAD
EE
38.000
38.133
38.483
39.026
39.750
40.648
41.715
42.947
44.340
45.891
47.598
49.457
51.468
53.628
55.935
58
.389
.98
87
63.729 °T
66.613
ice' wT'
69.638
72.804
76.108
79.550
83.130
86.946
90.697
94.683
98.804
103.057
107.444
111.962
116.612

140
120
r-
W 100
LL
Z
80
60
J
Q
40
H
20
0
FORCE MAIN SYSTEM CURVE
c,oAr'..) {�
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
FLOW (GPM)

I
Stormwater Pump Station Pump Design
Project: Neighborhoods of Holly Ridge Phase 2
Engineer: Stroud Engineering, PA
Date: March 24, 2006
Desisn Flow
Total stormwater flow desired is 280 gpm during peak pumping
timeframe, however, 2 pumps will be used. Consider both cases
of 2 pumps pumping in parallel using Hardy Cross analysis as well
as singular case of one pump pumping alone as will be case
during large storms (System 1 has slower drawdown)
FORCE MAIN SYSTEM CURVE
No. of Check Valves 2
No. of Gate Valves 2
FORCEMAIN DIAMETER (IN.) 4
FORCEMAIN LENGTH (FT.) 2000
NO. OF 45 BENDS (EA.) 12
NO. OF 90 BENDS (EA.) 7
FLOW
(GPM)
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
MINOR LOSSES
MINOR LOSSES
4 IN FM
FROM 90 BEND
FROM 45 BEND FRICTION HEAD
(FEE)
(FEE11
E1
0.000
0.000
0.000
0.001
0.001
0.112
0.006
0.004
0.402
0.013
0.008
0.851
0.024
0.015
1.449
0.037
0.023
2.190
0.053
0.033
3.069
0.073
0.045
4.081
0.095
0.059
5.225
0.120
0.075
6.497
0.148
0.093
7.895
0.180
0.112
9.418
0.214
0.133
11.063
0.251
0.156
12.828
0.291
0.181
14.713
0.334
0.208
16.716
0.380
0.237
18.836
0.429
0.267
21.072
0.481
0.300
23.422
0.536
0.334
25.886
0.594
0.370
28.463
0.654
0.408
31.152
0.716
0.448
33.951
0.785
0.489
36.861
0.855
0.533
39.881
0.928
0.578
43.009
1.003
0.625
46.246
1.082
0.674
49.590
1.163
0.725
53.042
1.248
0.778
56.599
1.336
0.833
60.263
1.426
0.889
64.031
dP�izATot-1-PO,1-1-T - is
MINOR LOSS
STATIC HEAD
FROM GATE VALVES
E1
(FEET)
40
0
40
0.00
40
0.00
40
0.00
40
0.01
40
0.01
40
0.01
40
0.02
40
0.02
40
0.03
40
0.03
40
0.04
40
0.05
40
0.06
40
0.06
40
0.07
40
0.08
40
0.09
40
0.11
40
0.12
40
0.13
40
0.14
40
0.16
40
0.17
40
0.19
40
0.20
40
0.22
40
0.24
40
0.26
40
0.27
40
0.29
40
0.31
MINOR LOSS FROM
CHECK VALVE
(FEET)
0
0.00
0.01
0.02
0.04
0.06
0.09
0.12
0.16
0.20
0.24
0.30
0.35
0.41
0.48
0.55
0.63
0.71
0.79
0.88
0.98
1.08
1.18
1.29
1.41
1.53
1.65
1.78
1.92
2.05
2.20
2.35
TOTAL HEAD
40.000
40.117
40.423
40.898
41.532
42.320
43.255
44.335
45.556
46.917
48.413
50.044
51.808
53.703
55.728 C,pF¢orrTp
57.881
60.162
62.568
65.100
67.756
70.534
73.435
76.457
79.601
82.864
86.246
89.746
93.365
97.101
100.954
104.923
109.008

FORCE MAIN SYSTEM CURVE
120
100
w BO -ram E
z E._
Q �i'
6o ❑ a-m-mrp-
40 •-o-o-c-o-o�o-� E
0
20
0
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
FLOW (GPM)

1t9VON NC A1ddNS S3HM WdS�:E 900Z '6 '933

STROUD ENGINEERING, P.A.
3961-A Market Street
WILMINGTON, NORTH CAROLINA 28403
[phone]
L— PSOOMT 2N-1 (Simple Sheets( 205-1(Padded)
JOB }LAJ. AMA5
SHEET NO. 1 OF
CALCULATED BY 1A,1ZS DATE 4 I tnl�o
CHECKED BY DATE

SG�t1Ae-�a'. Pv. QYMY'S ai.l
5irsm, Sti w -xrw--
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s IV
/v,, 1" F�
a_ 2
Day 1,12A0 /
3401r--ik� s. P"A&P

gySt *9 =
Pvn,wP
Network Table - Links
Link ID
Flow
GPM
Velocity
fp s
Unit Headloss
ft/Kft
Friction Factor
Pipe 3
141.07
0.40
0.06
0.024
Pipe 4
150.31
0.43
0.07
0.023
Pipe 5
150.31
3.84
13.94
0.020
Pipe 6
141.07
3.60
12.39
0.021
Pipe 7
291.39
7.44
47.48
0.018
Pump 1
150.31
0.00
-113.92
0.000
Pump 2
141.07
-Z 0.00
-115.79
0.000
I
JeL&COY ov
L

- (�,-v4 VOIAPS oO
Network Table - Nodes
Node ID
Demand
GPM
Head
ft
Pressure
psi
Quality
Junc 3
0.00
143.78
51.04
0.00
Junc 4
0.00
141.92
51.10
0.00
Junc 5
0.00
28.00
1.73
0.00
Junc 6
0.00
28.00
0.87
0.00
June 7
0.00
136.35
45.21
0.00
Resvr 1
-150.31
28.00
0.00
0.00
Resvr 2
-141.07
28.00
0.00
0.00
Resvr 8
291.39
58.00
0.00
0.00
L.

SKs�sM-2t
�b
Network Table - Links
Link ID
Flow
GPM
Velocity
fps
Unit Headloss
$/Kft
Friction Factor
Pipe 3
221.32
0.63
0.14
0.022
Pipe 4
0.00
0.00
0.00
0.000
Pipe 5
0.00
0.00
0.00
0.000
Pipe 6
221.32
5.65
28.53
0.019
Pipe 7
221.32
5.65
28.53
0.019
Pump 1
0.00
0.00
0.00
0.000
Pump 2
221.32
0.00
-94.20
0.000
AOA,�AOCLO `RO.&W CAXWO--TKJ
L

Network Table - Nodes
Node ID
Demand
GPM
Head
ft
Pressure
psi
Quality
Junc 3
0.00
122.19
41.68
0.00
Junc 4
0.00
105.08
35.13
0.00
Junc 5
0.00
28.00
1.73
0.00
Junc 6
0.00
28.00
0.87
0.00
Junc 7
0.00
105.08
31.66
0.00
Resvr 1
0.00
28.00
0.00
0.00
Resvr 2
-221.32
28.00
0.00
0.00
Resvr 8
221.32
58.00
0.00
0.00
7
t 13 FLa) old 4-C%

Network Table - Links
Link ID
Flow
GPM
Velocity
fps
Unit Head loss
ft/Kft
Friction Factor
Pipe 3
0.00
0.00
0.00
0.000
Pipe 4
228.61
0.65
0.14
0.022
Pipe 5
228.61
5.84
30.30
0.019
Pipe 6
0.00
0.00
0.00
0.000
Pipe 7
228.61
5.84
30.30
0.019
Pump 1
28.61
0.00
-92.11
0.000
Pump 2
0.00
0.00
0.00
0.000
f
L._

�ru-PF2d�+�
Network Table - Nodes
Node ID
Demand
GPM
Head
ft
Pressure
psi
Quality
Junc 3
0.00
107.99
35.53
0.00
Junc 4
0.00
120.11
41.64
0.00
June 5
0.00
28.00
1.73
0.00
Junc 6
0.00
28.00
0.87
0.00
June 7
0.00
107.99
32.93
0.00
Resvr 1
-228.61
28.00
0.00
0.00
Resvr 2
0.00
28.00
0.00
0.00
Resvr 8
228.61
58.00
0.00
0.00
J
0-r6- ums ->�-MO 2�4"-O^) = 2911c-1P-U-

i JOB �1�,4a�goQ.►�a��s O� 11�c UV,b
STROUD ENGINEERING, P.A. SHEET NO. I OF
3961-A Market Street r CALCULATED BY DATE _"4.
i WILMINGTON, NORTH CAROLINA 28403
I _ [phone] CHECKED BY DATE_
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single Sheets( 205.1(Padded)

PROJECT: NEIGHBORHOO➢S OF HOLLY RIDGE SYSTEM I DATE: 3f26106
PROJECT NO.: PW-647
10 YR STORM ROUTING SHEET 1 OF 3
INFLOW HYDROGRAPH—ENTIRE WATERSHED
Q p = 130.6 ors
Tp = 46.27 min
140
120
100
n0
60
e
40
20
0
Innow (cfs)
. � • • IMIow SCFv}
•
0 50 100 150
time (minute)

PROJECT: NEIGHBORHOODS OF HOLLY RIDGE SYSTEM I DATE: 3/26/06
PROJECT NO.: PW-647
10 YR STORM ROUTING SHEET 2 OF 3
STAGE -STORAGE RELATION-1.6" BASIN
ELEV.
Surface Area
Inc. Volume
Ace. VoL
Stage
S
Z
26
50155
0
0
0
0
0
27
55459
52807
52807
1
52807
1
28
61032
58246
111053
2
111053
2
29
67343
64188
175240
3
175240
3
52807
tr = 1.09184352
STAGE -STORAGE CURVE
3.5
3
c 2.6
w 2
a 1.5
F
� 1
0.5
0
0 50000 100000 150000 200000
STORAGE (CF)
♦ STORAGE
—Poly. (STORAGE)

PROJECT: NEIGHBORHOODS OF HOLLY RH)GE SYSTEM I
PROJECT NO.: PW-647
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTING4.6" BASIN
BYPASS STAG`- 2.00 �
WEIR LENGTH= 25.00 FT
NOTE: THIS ROUTING IGNORES PUMP DISCHARGE DURING STORM DURATION
TIME
BASIN
INFLOW
BASIN STORAGE
STAGE
OUTFLOW
0.000
0.000
0.00
0.00
0.00
4.627
3.193
0.00
0.00
0.00
9.254
12.459
886.3E
0.02
0.00
13.981
26.892
4345.24
0.10
0.00
18.508
45.082
11811.11
0.25
0.00
23.135
65.248
24326.67
0.491
0.00
27.762
85.419
42440.82
0.82
0.00
32.389
103.623
66164.97
1.23
0.00
37.016
118.080
94922.91
1.71
0.00
41.643
127.375
127704.24
2.25
9.11
46.270
130.600
160538.12
2.77
50.54
50.897
127.439
182763.88
3.12
88.63
65.524
118.202
193537.92
3.29
109.34
60.151
104.586
195999.35
3.321
114.25
04.778
91.831
193316.12
&281
108.90
69.406
80.642
188580.09
3.21
N.64
74.032
70.811
183305.48
3.13
89.64
78.659
62.179
178078.47
3.04
80.06
83.286
54.599
173114.65
2.97
71.28
87.913
47.943
100483.48
289
63.38
92.540
42099
164196.51
2.83
56.34
97.167
36.967
160242.41
2.76
50.08
101.794
32460
156601.39
2.71
44.53
106.421
28.503
153251.04
2.65
39.60
111.048
25.028
150168.93
260
35.24
115.675
21.977
147333.62
2.56
31.37
120.302
19.298
144725.02
2.62
27.94
124.929
16.946
142324.54
2.48
24.90
129.556
14.880
140115.06
2.44
22.21
134.183
13.066
138080.84
2.41
19.81
138.810
11.473
136207.48
2.381
17.69
143.437
10.075
134481.76
2.361
15.80
148.064
8.846
132891.58
2.33
14.13
152.691
7.768
131425.84
2.31
12.64
157.318
6.821
130074.40
2.28
11.31
161.945
5.990
128827.95
2.26
10.13
166.572
5.259
127677.97
2.24
9.08
171.199
4.616
128616.65
2.23
8.15
175.826
4.055
125636.84
2.21
7.31
180.453
3.561
124731.97
2.20
6.57
185.080
3.127
123896.01
2.18
6.91
189.707
2.746
123123.47
2.17
5.32
194.334
2.411
122409.27
2.16
4.79
198.961
2.117
121748.77
2.16
4.32
203.688
1.859
121137.70
2.14
3.90
208.215
1.632
120512.16
2.13
3.52
212.842
1.433
120048.55
2,121
3.18
217.469
1.259
119563.68
2.11
2.88
222.096
1.105
119114.20
2.11
2.61
226.723
0.970
118697.95
.10
2.36
231.350
0.852
118311.37
2.09
2.14
235.977
0.748
11795299
2.09
1.95
240.6D4
0.61
117620.37
208
1.7i
245.231
0.577
117311.51
2.081
1.61
249.858
0.507
117024.59
2.07
1.47
254.485
0.445
116757.93
2.07
1.34
259.112
0.391
116509.98
2.06
1.22
263.739
0.3431
116279.31
Z06
1.12
268.366
0.301
116064.63
2.06
1.02
272.9,931
0.264
115864.72
2.05
0.94
277.6201
0.232
115678.47
2.05
0.86
282.2471
0.204
115604.861
2. 61
0.79
C5Z
DATE: 3/26106
L

BASIN ROUTING CHART
140.000
120 000
a,+
60.000
t INFLOW
.
_
—FOUTFLOW
40.000
...
20.000
•..
0.000
Woo
50.
100.000 150.b00 �.. 200.000- 2500bb 30C
000
TIME PMN)
�A,,(200

PROJECT: NEIGHBORHOODS OF HOLLY RIDGE SYSTEM H DATE: 3/26loe
PROJECT NO.: PW-647
10 YR STORM ROUTING SHEET 1 OF 3
INFLOW HYDROGRAPH-ENTIRE WATERSHED
Q p = 75.8 cfs
Tp = 45.77 min
80
70
60
50
40
30
20
10
0
0
Innow (cfs)
50 100 150
time (minute)
• Innow {Gs)
L

PROJECT: NEIGH$ORHOODS OF HOLLY RIDGE SYSTEM H DATE: 3126/06
PROJECT NO.: PW-647
10 YR STORM ROUTING SHEET 2 OF 3
STAGE -STORAGE RELATION-4.6" BASIN
ELEV.
Surface Area
Inc. Volume
Ace. Vol.
Stage
S
Z
23
19427
0
0
0
0
0
24
21405
20416
20416
1
20416
1
25
23457
22431
42847
2
42847
2
26
25584
24521
67368
3
67368
3
27
27785
26685
94052
4
94052
4
Ks = 20416
b = 1.10187919
STAGE -STORAGE CURVE
4.5
4
3.5
LL 3
W 2.5 • STORAGE
Q
2 —Poly. (.S fORAGF)
pI 1.5 _ y_-BE-11 e +5E•&l5x
1 —1
0.5
0 20000 40000 60000 80000 100000
STORAGE (CF)

PROJECT: NEIGHBORHOODS OF HOLLY RIDGE SYSTEM H
PROJECT NO.: PW-647
10 YR STORM ROUTING SHEET 3 OF 3
10 YR STORM ROUTINO4.6" BASIN
BYPASS STAGE= I 3.00
WEIR LENGTH-- I 25_00FT
NOTE: THIS ROUTING IGNORES PUMP DISCHARGE DURING STORM DURATION
TIME
BASIN
INFLOW
BASIN STORAGE
STAGE
OUTFLOW
0.000
0.000
0.00
0.00
0.00
4.577
1.853
0.00
0.00
6.00
9.154
7.231
508.90
0.04
0.00
13.731
15.608
2494.72
0.15
0.00
18.308
26.165
6781.07
0.37
0.00
22.885
37.870
13966.58
0.71
0.00
27.462
49.577
24366.39
1.17
0.00
32.039
60.143
37981.31
1.761
0.00
36.616
68.533
54497.74
2.44
0.00
41.193
73.928
73318.36
3.19
6.25
45.770
75.800
91903.46
3.92
65.86
50.347
73.966
94633.92
4.02
77.54
54.924
66.604
93652.23
3.90
73.27
59.501
60.702
92370.79
3.94
67.81
64.078
53.302
90417,71
3.86
59.76
68.656
46.804
88644.27
3.79
52.73
73,232
41.099
67016.97
173
46.53
77.869
35.688
85523.10
3.67
41.07
82.386
31.689
84153.91
3.621
36.26
86.963
27.826
82897.93
3.57
32.02
91.540
24.434
81745.59
3.52
28.28
96.117
21.455
80688.17
3.48
24.99
100.694
18.840
79717.66
3.44
22.08
106.271
16.543
78826.77
3.41
19.52
109.848
14.526
78008.83
3.38
17.26
114.426
12.766
77257.74
3.35
15.27
119.002
11.201
76567.92
3.321
13.51
123.579
9.835
75934.26
3.29
11.96
128.156
8.636
75352.09
3.27
10.58
132.733
7.583
74817.13
3.25
9.37
137.310
6.659
74325.49
3.23
8.30
141.687
5.847
73873.56
3.21
7.36
146.4641
5.134
73458.07
3.20
6.53
151.041
4.509
73076.02
3.18
5.79
155.616
3.959
72724.65
3.17
5.14
160.195
3,476
72401.44
3.15
4.56
164.772
3.053
72104.138
3.14
4.06
169.349
2.660
71830.45
3.13
3.60
173.926
2.354
71578.61
3.12
3.20
178.503
2.067
71346.79
3.11
2.84
183.080
1.815
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3.101
2.53
187.657
1.594
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192.234
1.399
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196.811
1.229
70588.92
3.08
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201.388
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0.947
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210.542
0.832
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216.119
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0,641
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DATE: 3/26106

STROUD ENGINEERING, P.A.
3961-A Market Street
WILMINGTON, NORTH CAROLINA 28403
[phone]
L- PSOOOG721)4-1(Singla Sheets( 205-1(Padded)
JOB ASC-� Ri NE-
SHEET NO. -I OF
CALCULATED BY 02r-1 DATE
CHECKED BY DATE
ArAI F

Project Summary Report
Project Description
Worksheet
Triangular Channe
Flow Element
Triangular Channe
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefflc
0.030
Slope 031000 ft/ft
- Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
92.27 cfs
Results
Depth
1.58 ft
Flow Area
12.5 f:2
Wetted Perimi
16.14 ft
Top Width
15.83 ft
Critical Depth
1.84 ft
Critical Slope 0.013838 fUft
Velocity
7.36 ft/s
Velocity Head
0.84 ft
Specific Enert
2.43 ft
Froude Numbs
1.46
Flow Type supercritical
LProject Engineer. Julie Tuten
c:\haestad\fmw\hollyridge.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
03/24/06 12:54:23 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 6 of 6

Project Summary Report
Project Description
Worksheet OFFSITE2
Flow Element Triangular Char
Method Manning's Forrr
Solve For Channel Depth
i
Input Data
Mannings Coeffic 0.030
Slope 015000 ft/ft
Left Side Slope 0.20 V : H
Right Side Slope 0.20 V : H
Discharge 42.75 cfs
Results
Depth 1.36 ft
Flow Area 9.2 ft2
Wetted Perim4 13.86 ft
Top Width 13.59 ft
Critical Depth 1.35 ft
Critical Slope 0.015333 ftlft r r�7 jZ oR-
Velocity 4.63 fUs
Velocity Head 0.33 ft
Specific Enerc 1.69 ft
Froude Numbs 0.99
Flow Type 3ubcritical
1, Project Engineer. Julie Tuten
c:\haestad\fmw\hollyridge.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
L
03/24/06 12:64:23 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 2 of 6

Project Summary Report
Project Description
Worksheet
OFFSITE3
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
i Mannings Coeffic
0.030
Slope
011700 ft(ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
92.02 cis
-
Results
Depth
1.90 it
Flow Area
18.0 fta
Wetted Perim(
19.36 ft
Top Width
18.98 ft
Critical Depth
1.84 ft
- Critical Slope 0.013843 ft/ft
cc a eiL
Velocity
5.11 ft/s _[_EIS 1b� .1�
Velocity Head
0.41 ft
Specific Eneq
2.30 ft
Froude Numb,
0.92
Flow Type 3ubcritical
I
Project Engineer: Julie Tuten
c:\haestad\fmw\hollyridge.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
03/24/06 12:54:23 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 3 of 6

Project Summary Report
Project Description
Worksheet
SWALE 4
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
j Slope 022000 ft/ft
._ Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
i
5.25 cis
f_
Results
Depth
0.58 ft
1 Flow Area
1.7 ft'
—
Wetted Perimi
5.88 ft
Top Width
5.76 ft
Critical Depth
0.59 ft
— Critical Slope 0.020280 ft/ft
Velocity
3.16 ft/s 494
Velocity Head
0.16 ft
Specific Enerf
0.73 ft
Froude Numbs
1.04
Flow Type supercritical
Project Engineer. Julie Tuten
c:\haestadlfmwlhollyridge.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
03/24/06 12:54:23 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 4 of 6

Project Summary Report
Project Description
Worksheet
swale5
Flow Element
Triangular Char
- Method
Manninq's Fom
Solve For
Channel Depth
- Input Data
Mannings Coeffic
0.030
Slope 007000 ft/ft
Left Side Slope
0.20 V : H
Right Side Slope
0.20 V : H
Discharge
66.67 cfs
Results
Depth
1.85 ft
Flow Area
17.2 ftz
Wetted Perimi
18.89 ft
Top Width
18.52 ft
Critical Depth
1.62 ft
Critical Slope
0.014451 ft/ft
Velocity
3.89 ft/s
Velocity Head
0.23 ft
Specific Ener(
2.09 ft
Froude Numbi
0.71
Flow Type
3ubcritical
Project Engineer: Julie Tuten
c:lhaestadlfmwlhollyr11dge.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
03/24/06 12:54:23 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 5 of 6

Project Summary Report
Project Description
Worksheet
amenity swale
Flow Element
Triangular Char
Method
Manning's Forrr
Solve For
Channel Depth
- Input Data
Mannings Coefflc
0.030
Slope 005000
ft/ft
Left Side Slope
0.33 V : H
Right Side Slope
0.33 V : H
Discharge
6.05 cfs
Results
Depth
0.98 ft
Flow Area
2.9 fts
Wetted Perim(
6.23 ft
Top Width
5.91 ft
Critical Depth
0.76 ft
Critical Slope 0.019428 ft/ft
Velocity
2.10 ft/s
Velocity Head
0.07 ft
Specific F_.ner(
1.04 ft
Froude Numbs
0.53
Flow Type 3ubcritical
LProject Engineer. Julie Tuten
c:\haestad\fmw\hollyridge.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
04/25/06 01:21:09 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

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March 15, 2006
Stroud Engineering, PA
102-D Cinema Drive
Wilmington, North Carolina 28403
Attention: Mr. Zak Shipman
Reference: Double Ring Infdtrometer Testing
Neighborhoods of Holly Ridge, Phase 2
North Carolina Highway 50
Holly Ridge, North Carolina
Job Number 1061-06-069D
Dear Mr. Shipman:
In accordance with S&ME Proposal 039A-06 (Revised) dated February 9, 2006, S&ME personnel
have iecently conducted double -ring infiltrometer testing of the surficial soils at the subject site at
the approximate locations shown in Figure 1. Specifically, our representatives performed the
following work items:
1. Advanced 8 hand-augered borings across the site in order to visually classify
the in -place soils. The hue and chroma of the recovered soil samples were
compared to a Munsell Soil Color Chart.
2. Conducted 5 double -ring infxltrometer tests at a depth of approximately 24
inches below the existing ground surface. This testing was conducted in
general accordance with American Society for Testing and Materials (ASTM)
procedure D-3385 entitled, "Infiltration Rate of Soils in Field Using Double -
Ring Tn filtrometer".
Based on our field classifications of the excavated soils at the hand-augered boring locations, the in -
place soils consist of sands with varying amounts of silt or clay which extended to the maximum
completed boring depth of 84 inches below the existing ground surface. Water was encountered in
the boreholes at depths ranging from 31 to 83 inches below the existing ground surface. The site
water level will fluctuate with climatic and seasonal conditions, however, and may be higher or
lower at other times of the year.
S&ME, Inc. [phone]
6409 Amsterdam Way, Building B-3 [phone] fax
Wilmington, North Carolina 2BA05 www.smeinc.com

Stroud Engineering, PA March 15, 2006
S&ME Job Number 1061-06-069D Page Two
The average infiltration rate at the test locations ranged from approximately 0.0 to 3.0 inches per
hour. A summary of the field test results is presented in Tables 1 and 2.
Please note that the locations of infiltration tests 2 and 3 are different than the location of their
respective hand auger borings. As such, the water elevations were not the same. These locations
were offset at your request, on the assumption that more favorable infiltration rates could be
encountered at the offset locations. Because we cannot predict infiltration rates based upon visual
evaluation of the soils, our offset locations were performed at higher elevations.
Differences noted in depth to water between time of hand auger advancement and time infiltration
testing is due to a rain event that occurred between the two, and the slow drainage experienced in
much of the soils on this site.
S&ME appreciates the opportunity to provide our services during this phase of the project. Should
you have any questions after reviewing this letter, or it we can be of additional assistance, please do
not hesitate to contact us at your convenience.
Sincerely,
S&ME, INC.
Paul A. Masten
Environmental Professional
PAM:RGWjns
Attachments
e�!?A
Randy Martin, P.E.
Branch Manager

TABLE 1
Hand Auszer Borings and Munsell Soil Descriptions
The Neighborhoods of Holly Ridge, Phase 2
North Carolina Highway 50
Holly Ridge, North Carolina
Job Number 1061-06-069D
Depth
Location Inches Hue Value/Chroma
1 0-10 2.5Y 4/3
10-20 2.5Y 5/4
20-55 2.5Y 4/1
55-62 2.5Y 6/2
Soil Description
Olive Brown Slightly Silty Medium to Fine
SAND
Light Olive Brown Slightly Silty Medium to
Fine SAND
Dark Gray Slightly Silty Medium to Fine
SAND
Light Brownish Gray Slightly Silty Medium
to Fine SAND
Water was encountered at a depth of 60" below the existing ground surface.
2 0-4
2.5Y
2.5/1
Black Slightly Silty Medium to Fine SAND
with Organics
4-12
2.5Y
4/3
Olive Brown Slightly Silty Medium to Fine
SAND
12-33
2.5Y
5/6
Light Olive Brown Slightly Silty Medium to
Fine SAND
33-54
2.5Y
511
Gray Slightly Silty Medium to Fine SAND
(small amount of clay present)
54-59
2.5Y
3/1
Very Dark Gray Slightly Clayey Medium to
Fine SAND
59-72
2.5Y
4/1
Dark Gray Clayey Medium to Fine SAND
72-84
2.5Y
511
Gray Slightly Silty Medium to Fine SAND
Water was encountered at a depth of 83" below the existing ground surface.
3 0-30
2.5Y
3/1
Very Dark Gray Slightly Silty Medium to
Fine SAND (very slightly cemented)
30-48
2.5Y
6/1
Gray Slightly Silty Medium to Fine SAND
Water was encountered at a depth of 44" below the existing ground surface.

TABLE 1
Job Number 1061-06-069D
Page Two
Depth
Location Inches
Hue
Value/Chroma
Soil Description
4 0-5
2.5Y
4/1
Dark Gray Slightly Silty Medium to Fine
SAND
5-22
2.5Y
7/1
Light Gray Slightly Silty Medium to Fine
SAND
22-36
10 YR
4/3
Brown Slightly Silty Medium to Fine SAND
(cemented layers observed)
36-48
2.5Y
5/3
Light Olive Brown Slightly Silty Medium to
Fine SAND
48-63
10 YR
3/3
Dark Brown Slightly Silty Medium to Fine
SAND
63-72
10 YR
3/3
Dark Brown Slightly Silty Medium to Fine
SAND (cemented layers observed)
Water was encountered at a depth of 72" below the existing ground surface.
5 0-6
2.5Y
2.5/1
Black Slightly Silty Medium to Fine SAND
6-12
2.5Y
4/1
Dark Gray Slightly Silty Medium to Fine
SAND
12-18
2.5Y
3/2
Very Dark Grayish Brown Slightly Silty
Medium to Fine SAND (cemented)
18-43
2.5Y
5/6
Light Olive Brown Slightly Silty Medium to
Fine SAND
Water was encountered at a depth of 36" below the existing ground surface.
6 0-12 2.5Y 3/1
Very Dark Gray Slightly Silty Medium to
Fine SAND
12-20 2.5Y 5/1
Gray Slightly Silty Medium to Fine SAND
20-45 2.5Y 3/2
Very Dark Grayish Brown Slightly Silty
Medium to Fine SAND
45-50 2.5Y 4/2
Dark Grayish Brown Slightly Silty Medium
to Fine SAND (small amount of clay
present)
Water was encountered at a depth of 48" below
the existing ground surface.

TABLE 1
Job Number 1061-06-069D
Page Three
Depth
Location Inches Hue
7 0-3 2.5Y
3-30 2.5Y
30-40 2.5Y
Value/Chroma Soil Description
3/1 Very Dark Gray Slightly Silty Medium to
Fine SAND
5/3 Light Olive Brown Slightly Silty Medium to
Fine SAND
3/1 Very Dark Gray Slightly Silty Medium to
Fine SAND
Water was encountered at a depth of 3 1 " below the existing ground surface.
R 0-24 2.5Y 3/2 Very Dark Grayish Brown Slightly Silty
Medium to Fine SAND (cemented layers
observed)
24-70 2.5Y 4/2 Dark Grayish Brown Slightly Silty Medium
to Fine SAND
Water was encountered at a depth of 53" below the existing ground surface.
According to the Soil Survey of Onslow County, the areas wherein the hand auger borings were
advanced consists of the Kureb soil series, which has a reported seasonal high water table greater than 6
feet below 'land surface. Some portions of the subject site may fail in areas classified as Fits; no
seasonal high water table is listed for these areas.

TABLE 2
Double Ring Infiltrometer Testing
The Neighborhoods of Holly Ridge, Phase 2
North Carolina Highway 50
Holly Ridge, North Carolina
Job Number 1061-06-069D
Date of Test: March 1, 2006
Depth of Test Below Site Grade: 24 inches
Depth of Water in Rings: 3%2 inches
Depth to Water: 60"
Location: 1
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22%2 inches
Average Infiltration Rate at Location 1: 0.6 inch per hour
High Water Table: >6 feet bellow land surface*
Soil Series: Kureb*
Location: 2
Date of Test: March 3, 2006
Depth of Test Below Site Grade: 24 inches Inner Diameter of Inner Ring: 11% inches
Depth of Water in Rings: 4 inches Inner Diameter of Outer Ring: 22%2 inches
Depth to Water: 22" (Test location moved to higher elevation)
Average Infiltration Rate at Location 2: 0,0 inch per. hour (No measurable fall after 2.5 hours)
High Water Table: >6 feet below land surface*
Soil Series: Kureb*
Note: *As interpolated from the "Soil Survey of Onslow County" prepared by the United States
Department of Agriculture Soil Conservation Service

TABLE 2 - Continued
Double Ring Infiltrometer Testing
The Neighborhoods of Holly Ridge, Phase 2
North Carolina Highway 50
Holly Ridge, North Carolina
Job Number 1061-06-069D
Date of Test: March 2, 2006
Depth of Test Below Site Grade: 24 inches
Depth of Water in Rings: 4 inches
Depth to Water: 34"
Location: 3
Inner Diameter of Inner Ring: I I% inches
Inner Diameter of Outer Ring: 22%2 inches
Average Infiltration Rate at Location 3: 0.2 inch per hour
High Water Table: >6 feet below land surface*
Soil Series: Kureb*
Date of Test: March 1, 2006
Depth of Test Below Site Grade: 24 inches
Depth of Water in Rings: 3 inches
Dept&.. to Water: 72"
Location: 4
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22% inches
Average Infiltration Rate at Location 4: 3.0 inches per hour
High Water Table: >6 feet below land surface*
Soil Series: Kureb*
Note: *As interpolated from the "Soil Survey of Onslow County" prepared by the United
States Department of Agriculture Soil Conservation Service

TABLE 2 - Continued
Double Ring Infiltrometer Testing
The Neighborhoods of Holly Ridge, Phase 2
North Carolina Highway 50
Holly Ridge, North Carolina
Job Number 1061-06-069D
Date of Test: March 3, 2006
Depth of Test Below Site Grade: 24 inches
Depth of Water in Rings: 6 inches
Depth to Water: 48"
Location: 6
Inner Diameter of Inner Ring: 11% inches
Inner Diameter of Outer Ring: 22% inches
Average Infiltration Rate at Location 6: 0.0 inch per hour (No measurable fall after 4 hours)
High Water Table: >6 feet below land surface*
Soil Series: Kureb*
Note: *As interpolated from the "Soil Survey of Onslow County" prepared by the United States
Department of Agriculture Soil Conservation Service

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Page 1 of 1
Corporations
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Date: 5/11 /2006
Click here to:
View Document Filings I
TE Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
HC Neighborhoods of Holly Legal
Ridge, LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
0716245
Current -Active
3/16/2004
Domestic
NC
Perpetual
Cook, Scott
106 a Cinema Dr
Wilmington NC 28403
106 a Cinema Dr
Wilmington NC 28403
106 a Cinema Dr
Wilmington NC 28403
106 a Cinema Dr
Wilmington NC 28403
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
h"://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemId=6205491 5/11/2006

SOSID: 716245
Date Filed: 3/16/200411:36:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200407100339
State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a
limited liability company.
1. The name of the limited liability company is:
Neighborhoods of Holly Ridge, LLC
2. There shall be no limit on the duration of the limited liability company.
3. The name and address of the organizer executing these articles of
organization is as follows:
F. Darryl Mills
5710 Oleander Drive, Ste., 112
Wilmington, NC 28403
New Hanover County
4. The street address and county of the initial registered office of the limited
liability company is:
Number and Street: 429 Longleaf Drive
City, State, Zip Code: Hampstead, NC 28443
County: Pender
5. The mailing address of the initial registered office is the same as the
registered office.
6. The name of the initial registered agent is: Scott Cook
7. Check one of the following:
M(I) Member -managed LLC: all of the members by virtue of their status as
members shall be managers of this limited liability company.

_(ii) Manager -managed LLC: except as provided by N.C.G.S. §57C-3-20(a),
the members of this limited liability company shall not be managers by
virtue of their status as members.
8. Any other provisions which the limited liability company elects to include
are attached. None.
9. These articles will be effective upon filing.
This the at- of March, 2004.
L k
F. DarryMills, Organizer

C200511600957
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
SOSID: 0716245
Date F71ed: 6/17/2005 3:27:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200511600957
NEIGHBORHOODS OF HOLLY RIDGE, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0716245 FEDERAL EMPLOYER ID NUMBER: 043787200
NATURE OF BUSINESS:
LAND DEVELOPMENT REGISTERED AGENT: emyt,
'�
REGISTERED OFFICE MAILING ADDRESS:
tiC* rA C if%e' tx t>v i vt
wi I: na�n5 Mt 4C) 1,4S'o 3
REGISTERED OFFICE STREET ADDRE
G'Nt,v,Aa,viv�
SIGNATURE OF THE NEW REGISTERED AGENT:
TURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: eq t C . -:�, j - . ��
PRINCIPAL OFFICE MAILING ADDRESS:
I U(o G� � 7 �Vt-
w � � �� �
PRINCIPAL OFFICE STRE ADDRESS:
Iaelk c4ftw.a• NO-
MANAGERS/MEMBERS/ORGANIZERS.'
MANAGERSJMEMBERS/ORGANIZERS:
Name: $ Nelms: Awn.,
Tft. T � ,�'� 7Yi{s: Tide:
Address:�Gu Address: Address:
caty: vvvi 1 S vi Ili Ca�ih W. CNr:
Stale: w zip- ~ State: LP: State: ZIP:
MUST BE COMPLETED BY ALL LIMITED UABIUTY COMPANIES
.� Xv
8Y RIMEM8ER DATE
MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division • Past Offke Box 29525 • Raleigh, NC 270 %.0525
400201
01-P 1-00
111111111 1111111111111111 1 111111111111111111111

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North Carolina
Elaine F. Marshall D E 'PARTM E NT OIL -1-1 It:
Corporations
6Corporations Home
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Links
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Dept. of Revenue
Legislation
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V2001 Bill Summaries
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IbOther Legislation
Search
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=For New Corporation
By Registered Agent
Online Orders
°Start An Order
New Payment Procedures
Contact Us
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4'Secretary of State's web site
Print
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PO tSux 29622 Raieigh,: NC 2762"022 (919)8071-2000
Date: 5/11 /2006
Click here to:
View Document Filings i
Corporation Names
Name Name Type
NC The Neighborhoods of
Holly Ridge Owners Legal
Association
Non -Profit Corporation Information
SOSID:
0828544
Status:
Current -Active
Date Formed:
2/15/2006
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
WASLAW, LLC
1001 College Court
New Bern NC 28562
Post Office Box 867
New Bern NC 28563-0867
106-A Cinema Drive
Wilmington NC 28403
106-A Cinema Drive
Wilmington NC 28403
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/C'orp.aspx?PitemId=791.981.6 5/11/2006

C200604600481 SOSID:828544
Date Filed: 2/15/2006 4:17:00 PM
Elaine F. Marshall
North Carolina Secretary of State
i C200604600481
ARTICLES OF INCORPORATION
OF
THE NEIGHBORHOODS OF HOLLY RIDGE OWNERS ASSOCIATION
(A NONPROFIT CORPORATION)
1, the undersigned individual, here by do make and acknowledge these Articles of
Incorporation ("Articles") for the purpose of forming a nonprofit corporation under and by virtue
of the laws of the State of North Carolina as contained in Chapter 55A of the General Statutes of
North Carolina, entitled "North Carolina Nonprofit Corporation Act," and the several
amendments thereto, and to that end do hereby set forth:
Name: The name of the Corporation is The Neighborhoods of Holly
Ridge Owners Association (the "Association")
apply:
2. Duration: The period of duration of the Association shall be perpetual.
3. Definitions: As used in these Articles, the following definitions shall
(a) Capitalized terms shall have the same meaning specified for such
terms as more particularly set forth in the Declaration of Covenants, Conditions, Restrictions and
Easements of The Neighborhoods of Holly Ridge, and any amendments thereto (collectively, the
"Declaration") recorded or to be recorded in the office of the Register of Deeds of Onslow
County, North Carolina, unless such terms otherwise are specifically defined herein; and,
(b) References to the "North Carolina Nonprofit Corporation Act"
shall mean Chapter 55A of the General Statutes of North Carolina; and,
(c) References to the "North Carolina Planned Community Act" shall
mean Chapter 47F of the General Statutes of North Carolina; and,
(d) References to the "Code" shall mean the Internal Revenue Code of
1986, as amended.
4. Purpose: The Association is organized and will be operated consistent
with the North Carolina Planned Community Act to undertake and perform any and all activities,
responsibilities, and obligations applicable to the Association set forth in the North Carolina
Planned Community Act, Declaration, the Association's Bylaws, and these Articles.

C2 MMODU481
In order to achieve the foregoing purposes, the Association shall have the
following powers and authorities:
(a) To exercise all powers and rights and perform all of the acts and
duties and obligations of the Association as more particularly described in the Declaration, the
Bylaws and these Articles; and,
(b) To undertake any activity whatsoever that is in furtherance,
directly or indirectly, of the purposes of the Association set forth above; and
(c) To take any and all action necessary and appropriate to qualify the
Association under Code Section 528 and to elect that the Association be taxed under Code
Section 528, if such qualification and election is determined by the directors of the Association
to be in the best interests of the Association; and,
(d) To take any and all action necessary and appropriate to qualify the
Association under Sections 105-125(a)(8) and 105-130.11(a)(11) of the General Statutes of
North Carolina, if such Sections are applicable.
Provided, however, and notwithstanding any power or authority set forth above in
this Article, the Association shall have the power and authority to engage only in activities that
meet each of the following requirements:
(aa) Such activities are not broader than those activities that may be
undertaken by a nonprofit corporation pursuant to the North Carolina Nonprofit Corporation Act;
and,
(bb) Such activities are not broader than those activities that may be
undertaken by the Association pursuant to the Declaxationa; and,
(cc) Such activities are not broader than those activities that may be
undertaken by a planned community pursuant to the North Carolina Planned Community Act.
5. Initial Directors: The number of directors constituting the initial
Executive Board shall be three (3), and the names and addresses of the persons who shall serve
as directors until successors shall be elected and qualified, are as follows:
(1) Scott H. Cook
106-A Cinema Drive
Wilmington, NC 28403
2

UMUOMUU451
(2) Jeff Hilton
106-A Cinema Drive
Wilmington, NC 28403
(3) Leon Skinner
106-A Cinema Drive
Wilmington, NC 28403
Subsequent Boards of Directors, the number of directors, their terms of office,
and the method of their selection shall be provided for and determined as is set forth in the
Bylaws of the Association.
6. Nonprofit Issues: The Association is not organized and shall not be
operated for pecuniary gain or profit. No part of the net earnings of the Association shall inure
to the benefit of, or be distributable to, its members, directors, officers, or any other individuals,
other than (a) reasonable compensation paid by the Association for services actually rendered or
other value received, (b) by acquiring or providing management, maintenance, and care of any
property as may be set forth in the Declaration and by undertaking any other responsibilities of
the Association as set forth in the Declaration, the Bylaws, and these Articles, and (c) by rebating
excess membership dues, fees, or assessments, if applicable, pursuant to
Section 55A-13-02(b)(3) of the North Carolina Nonprofit Corporation Act.
7. Members: The Association shall have members, and the qualifications
and rights of members shall be set forth in the Bylaws of the Association.
8. Dissolution: In the event of dissolution of the Association, any net assets
remaining after the satisfaction of the Association's liabilities shall be transferred and delivered
(a) to one (1) or more nonprofit corporations formed under the North Carolina Nonprofit
Corporation Act, as shall be selected by the Executive Board of the Association, that are
organized generally for purposes similar or related to those set forth in Article 4 hereof, or (b) as
otherwise permitted or required by law. The Association may be dissolved at any time, if such
dissolution is undertaken consistent with the North Carolina Nonprofit Corporation Act and the
North Carolina Planned Community Act, and with the required affirmative consent of not less
than an eighty-five percent (85%) vote of all members of the Association entitled to vote.
9. Registered Office and Agent: The street address of the initial registered
office of the Association is 1001 College Court, New Bern, Craven County, North Carolina
28562; the mailing address of the initial registered office of the Association is Post Office
3

C200604600481
Box 867, New Bern, Craven County, North Carolina 28563-0867; and the name of the initial
rCgistefed agent at such address is `VIVILSLAW, LLC.
10. Principal Office: The street and mailing address of the Corporation's
principal office is 106-A Cinema Drive, Wilmington, New Hanover County, North
Carolina 28403.
IL Duty and Obligation of Association to accept Transfers: Notwithstanding
any other provision of these Articles and the Association's Bylaws, the Association shall have the
duty and obligation to perform the following acts:
Subject to the terms and conditions of applicable provisions in the Declaration
regarding the Permit and Stormwater Management Facilities, or the Permit itself: (a) to accept
transfer of (i) the Permit from the Declarant and (ii) Declarant's responsibilities under the Permit
upon tender of the transfer of such responsibilities by Declarant to the Association, (b) to take
any and all actions necessary to be done by the Association regarding the Permit (including
without limitation, amending these Articles or the Association's Bylaws), and (c) to execute all
documents required to be executed by the Association in order to allow such transfers to occur.
12. Limitation on Personal Liability: To the fullest extent provided by law, no
director of the Association shall be personally liable for monetary damages arising out of an
action, whether by or in the right of the Association or otherwise, for breach of any duty as a
director.
13. Architectural Control Committee: The Declaration sets forth the
appointment and the members of the Architectural Control Committee of the Association
("Committee"). The Committee shall have the powers as set forth in the Declaration.
Amendment of the provisions of the Declaration dealing with the Committee shall be made as
provided in the Declaration.
14. Veto Power of Declarant: Pursuant to the authority granted in
Section 55A-8-01(c) of the North Carolina Nonprofit Corporation Act, the Declarant shall have
veto power over all actions taken by the Executive Board of the Association or by any committee
of the Association as may have been appointed by the Executive Board or established by the
Bylaws or the Declaration. The Declarant's veto power shall begin as of the incorporation date
of the Association and shall terminate at the end of the Development Period, as defined in the
Declaration. During such time as the Declarant's veto power is in effect as set forth above, the
4

C200604600481
Executive Board and any committee of the Association shall communicate in writing by certified
mail, return receipt requested, to the ecla6'ant any and all action taken by the Executive Board
or committee, as applicable, within two (2) business days of taking action, and the Declarant
shall have ten (10) business days after receipt of such communication in which to veto such
action by delivering written notice of the Declarant's veto to the Secretary of the Association.
The Declarant may terminate the rights authorized by this Article 14 prior to the termination date
provided above in this Article by recording, and effective as of the date of recording, an
instrument in the Office of the Register of Deeds of Onslow County, North Carolina, terminating
the veto rights set forth in this Article 14.
15. Declarant Approval of Changes to Articles of Incorporation and Bylaws:
No Amendment to these Articles and the Bylaws shall be effective and enforceable until
approved in writing by the Declarant. This requirement of written approval by the Declarant of
any amendments to the Articles or Bylaws shall begin as of the incorporation date of the
Association and shall terminate at the end of the Development Period, as defined in the
Declaration. The Declarant may terminate the rights authorized by this Article 15 prior to the
termination date provided in the previous sentence by recording, and effective as of the date of
recording, an instrument in the Office of the Register of Deeds of Onslow County, North
Carolina, terminating the approval rights set forth in this Article 15.
16. Amendments to Articles of Incorporation: Amendment of these Articles
may only be undertaken consistent with the applicable provisions of the North Carolina
Nonprofit Corporation Act, and with the required affirmative consent of not less than a
seventy-five percent (75%) vote of all of the members of the Association entitled to vote;
subject, however, (a) to the Declarant's power to approve any amendments to these Articles set
forth above in Article 15 hereof, (b) to the Declarant's power to amend these Articles set forth
below in Article 17 hereof, and (c) certain limitations on voting rights of members of the
Association on amendments to these Articles set forth the Bylaws.
17. Declarant Power to Amend Articles of Incorporation and Bylaws: Until
the amendment power of the Declarant terminates as is provided in this Article 17, the Declarant
shall have the authority, instead of the Executive Board having such authority as provided as is
permitted in Section 55A-8-01(c) of the North Carolina Nonprofit Corporation Act, to amend the
Articles of Incorporation and the Association's Bylaws without the joinder or consent of any
5

C200604600481
'r
.
other Person if such amendment is required by any governmental agency for governmental
approval, including, but not limited to, (a) compliance with any requirements imposed by any
agency of the State of North Carolina with respect to the Permit; or (b) compliance with any rule
or regulation of the Department of Housing and Urban Development, the Veterans
Administration, or their successors. The Executive Board shall not have the authority for such
period either to amend these Articles to preempt Declarant's authority or to amend these Articles
to preempt any action taken by Declarant in the exercise of Declarant's authority. The
aforementioned right of the Declarant shall begin as of the incorporation date of the Association
and shall terminate at the end of the Development Period, as defined in the Declaration.
18. Incorporator: The name and address of the incorporator are: Adam M.
Beaudoin, 127 Racine Drive, Post Office Box 7068, Wilmington, NC 28406-7068.
IN TESTIMONY WHEREOF, I have hereunto set my hand, this the 14th day of
February, 2006.
Please Return To:
Adam M. Beaudoin
For the firm of
Ward and Smith, P.A.
University Corporate Center
127 Racine Drive
PO Box 7068
Wilmington, NC 28406-7068
Telephone: [phone]
Facsimile: [phone]
WLMAIN\126958\1
Adam M. Beaudoin
C

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Holly Ridge quadrangle M=-9.26
Projection is UTM Zone 18 NAD83 Datum G=-1.466
http://Www.topozone.comlprint. asp?z=18&n=3 814948.9995245&e=262078.999888212&... 10/24/2005

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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
May 23, 2006
NCDENR Division of Water Quality Ta°
127 Cardinal Drive Extension
Wilmington, NC 28409
Attn: Mr. Paul Bartlett, PE MAY `� 006 P oV.6
Re: The Neighborhoods of Holly Ridge, Phase 2
SW8 050842 Modification
Dear Mr. Bartlett,
Attached please find updated plans and calculations for the reference project. Per your letter of
may 15, I have made several changes to the project and would request your review and. consideration for
approval. I have summarized modifications to the plan as outlined below:
have modified the application to reflect Mr. Scott Cook as the president the J.LQ and as �—
the signing official for the project.
�ve verified the lattitude and longitude of the site by two separate sources and mo 'died
acc rdingly on the application.
• ttached with the plan set is a drawing delineating the drainage areas for each pump system
as r nested.
have mclueded a label on sheet 2 indicating basin liner details are shown on sheet 14 as
requested.
• I e included a pressure relief valve at the high point of the 4" stormwater force main at
appr " ately Sta 19+00. This is indicated on sheet 2
• s we discussed by phone recently, the bypass for both of the pump basins is regulated by the
elevation of the pipe weir on the vegetated filter as shown on sheet 2. 1 am concerned that a
bypass weir in a junction box cannot handle the large flow volume for the design storm and
that this would compromise the functionality of the system. The storage elevation is met at
the elevations listed for the pipe weir. As soon as this elevation is breached, water begins the
byptiss around the basin through the filter.
• the 2.4" differential on the high -low switches is due in part to the accuracy needed for the
V pump station, but mainly to allow a small safety factor in the construction of the system.
Having the pump basin stage down that small amount will limit unnecessary pump run cycles
wring dry Periods. ,.
,tom•/I have corrected the pump station details to list them as Pump Station 1 an p Station 2, sA,��.
required.. --7t{,J
I hav orrected the invert elevation for the pump stations to those required.
ly S' slopes for the infiltration basin have been noted on the detail sheet 14.
• p system curve calculations have been modified to include head loss from gate and check
valves.
107 COMMERCE ST HES 7 RON PLAZA TWO
SUITE B 102-'D CINEMA DRIVE 151-A HWY. 24
39EENVILLE, NC 27658 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

We hope these changes satisfy your remaining concerns for the project and will lead to the issuance of a
stormwater permit for the site. If I maybe of further assistance, please don't hesitate to call meat (910)
815-0775.
Regards,
Zak Shipman, EI
Stroud Engineering, PA
Attachments
WZS/zs
F:/master/pw647/wpd/sw2.doc

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO fkaEy�- fl►VIS�J � 1h/P�'�F.fZ��uZ'Y
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
ILM L� L� En OO 1P L1 UM590VU&I
DATE
5 04
JOB NO.
%
ATTEN ON
a.
RE:
- 001% a ObLL 046°
8 z�$+t2-- an�F To►J
❑ Attached J1 Under separate cover via o TsE1=Vrk(L the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
l
1t W69P Ft-A-WS
VAUMS* D n
a_.'
9&=.8L_&-rWVrj
THESE ARE TRANSMITTED as checked below:
79 For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
VAs requested ❑ Returned for corrections
It For review and comment ❑
❑ FORBIDS DUE
REMARKS
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
/f enclosures are not as noted, kindly notify us at once.

P. 1
* * * COMMUNICATION RESULT REPORT ( MAY.15.2006
FILE MODE OPTION
-----•----------------------
677 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
------ 98150593
3:42PM )
TTI NCDENR WIRO
.RESULT PAGE
-------- --------------- OK P.
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F, Easley, Governor
Date: 5/15/06
To-. Zak Shipman
Company: Stroud Eng.
FAX #: (910) 815,-0593
William G, Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages; 3 (Incl. Cover)
From: Paul Bartlett
Water duality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number; SING 050842 Modification
Project Name: The Neighborhoods at Holly Ridge, Phase II
MESSAGE:
Zak,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Me, Zackman, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 5/15/06 No. of Pages: 3 (Incl. Cover)
To: Zak Shipman From: Paul Bartlett
Company: Stroud Eng. Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050842 Modification
Project Name: The Neighborhoods at Holly Ridge, Phase II
MESSAGE:
Zak,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Ms. Zackman, and a copy will be mailed to you.
ENB1ptb: S:IWQSISTORMWATERIADDINF0120061050842Mod.may06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

W A
r
t7 �
May 15, 2006
Ms. Kallie Zackman
Neighborhoods of Holly Ridge, LLC
106-A Cinema Drive
Wilmington, NC 28403
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 050842 Modification
The Neighborhoods of Holly Ridge, Phase II
Onslow County
Dear Ms. Zackman:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Neighborhoods of Holly Ridge, Phase 11 on May 1, 2006. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. Please provide documentation that you are registered with the NC Department of
the Secretary of State as a member of Neighborhoods of Holly Ridge, LLC.
2. Please clarify the latitude and longitude in Section 1.7 of the application. Both
entries seem to be incorrect.
Please provide a marked copy of Sheet 2 that illustrates the System 1 and
s�0 System 2 drainage areas.
� ry
4. Please add to the Basin 1 A, 1 B, and 2 labels on Sheet 2: "See Sheet 14 for
t Basin Liner Details".
5. Please clarify whether a pressure relief valve is supplied at the high point(s) of
the 4' stormwater pressure main, such as at Sta 19+00, elevation 47' (Sheet 10),
where the line bends beneath the 8" line and then continues its lift to the
infiltration basin.
6. Please provide a bypass weir detail on Sheet 13, 14, or 15 for each CB/JB that is
G used as a bypass vice (one detail with table of d ensions for ch device is
).�
_5 0�r toa&v
7. Please clarify the high -low elevation differential (2.4) ?or the mercury float
switches. Is a greater high -low level separation needed due to accuracy of the
selected switches?
None Carolina
tura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitv.or¢ Fax [phone]
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

Us. Kallie Zackman
May 15, 2006
Stormwater Application No. SW8 050842 Modification
8. Please clarify the Pump Station Profile views on Sheet 14. Both are
labeled Pump Station 1.
fC �"
��6
9. Assuming Pump Station 2 is on the right on Sheet 14, please clarify its
bottom elevation. If the inlet's invert elevation is also the permanent I
elevation, it appears that the pump station bottom elevation should e 1 '
y
r
10. Please label the infiltration basin side slope ratio on the Sheet 14 de 1.
11. For each pump system, please add pressure losses to the calculations
due to check and gate valves, plus pump entrance losses, such as from a
foot valve, if used.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to May 23,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFO120061050842Mod.may06
cc: Zak Shipman, Stroud Engineering, P.A.
Pau! Bartlett

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO j_je DCnLjfZ- — Dryls,o d JA)Ari5;e 0jAPuryl
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
UEVUIM OCR
DATE
,!;- 61,
JOB NO.
1 rLaLA,41
ATTENTICIN
Ma • aPj �joR��
RE:
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❑ Attached -0 Under separate cover via dxoO pj�t rurL— the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
DESCRIPTION
S
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FINE
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FEE!
THESE ARE TRANSMITTED as checked below:
W For approval
❑ For your use
❑ As requested
For review and comment
❑ FORBIDS DUE
REMARKS
COPY TO
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
If enclosures are not as noted, k/ndly notify is at once.

NCDMR
---- rn arolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review ( b L
FILL-IN all information below and CHECK required Permits .O "'� �p r`tri
FAX or email to Cameron. Weaver(&-ncmall.net along with a narrative and vicinity map of the piojecf location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Swrr Q wd
Company cK Wou.N ;ul E�
Address i oLn -A Cra&ww . ti?rOE
PhoneFax
r�,. �UTo► ,,�,c Zip z�c► r� CountyJE%.3
Email
PROJECT Name -mr- o& ►bu.Y R,sea, PAA-� -rC
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) C&019 r-i5av__ RIVER BASIN
ENGINEER/CONSULTANT
Company Smy-out. 1<>,e+�t��¢,�►4, vA
Address ,oz - o c_%%AE,v.A I)IL, lE City/State ge— Zip County clew la00—
Phone to, I6l44'- anx< FaXJ4��l��f - Ds`r3 Email 2SF+tVnna..J CJ S-c¢uuu>cNc,+►�Z;C-sZ, cd„�
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes © No
L❑ STREAM ORIGIN Determination It of stream calls; Stream Name
E] STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Den:
Wetlands MUST be addressed below ❑ Low Density -Curti & Gutter ® High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands on Property Z] Yes 0 No Isolated Wetlands on Property ❑ yes ❑ No
Check all that appit/ Wetlands Will Be Impacted M Yes ❑ No Wetland Impacts: o, o9 Acre(s)
Wetlands Delineation has been completed [4 Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ® Yes ❑ No
404 Application in process w/USACOE []Yes R]No I Permit received from USACE ❑Yes []No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits:
$ Total Fee Amount $
fi/� 'A 7(,0'ON 'V'rl `qNi? N19N� flAONI5 Mo:[ 9006 'ti6 "a IjN

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STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
Stormwater Design Narrative
The Neighborhoods of Holly Ridge, Phase 2
By: Zak Shipman, Ell, Stroud Engineering PA
Project Overview:
The Neighborhoods of Holly -Yddge Phase is a proposed develop `• ent of 204 single family
residential units on approximate y 100 acres of land inolly Ridge, North Carol' . The site is located just
inside the Onslow County line roximatly 7-mi es from the US17/ NC 50 intersection.
The site is proposed to be sewered by Onslow County and be provided with water via the Town of
Holly Ridge. Stormwater collection system will consist of a piped detention/infiltration system that
features a pump to convey runoff to the infiltration area.
Site Description
The site itself is distinctive of locations in this area of the State in its topography; it features
almost 30 feet of relief from the top of the ridgeline on site to the outfall. Visual inspection reveals
moderately rolling terrain segmented by small existing ditches. The site is sparsley wooded with longleaf
pines and low brush. Soils on site are fine to loamy sand mixed with some amount of hardpan.
Groundwater location varies from 18 inches below existing grade to more than 72 inches below grade
depending on location.
Proposed Stormwater Treatment Measures sY loam(- .4
'�
Stormwater will be treated via a h brid ump infiltration system., Runoff will be Elected by a 8 j'�"'
series of curb inlets and vegetated swales an conveyed via hard piping to a.deiention, bo at the lowest ( t I
part on site. The first inch and a half of runoff will then be pumped,.to a. single infiltration basin with soils '
suitable for infiltrating. runoff inr excess of the design volume will bypass the system as shown on the
drawings. There arr t, such pump systems_proposed, each serving approximately half of the site.
Soils are particulary poor on this site, and this, coupled with the varied topography, has
necessitated the pump system.
Also, a significant amount of offsite sormwater is directed at the site, and this will be bypassed
around the perimeter of the development and not be allowed to enter the treatment system.
107 COMMERCE ST.
SUITE 8
GREENVILLE, NC 27858
[phone]
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HWY.24
MOREHEAD CITY, NC 28557
[phone]
ti/ti 'd ZStiti 'IN 'd 'd 'JNId33NI9N3 WES AM.:1 SIM 'tiZ ""A

Mar. 24. 2006 1:03PM STROUD ENGINEERING, P. A.
No, 4452 . P. 2/4
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AnSTROUD ENGINEERING, P.A.
IV
Date: 3/22/06
Number of Pages 4
To:
ATTN: Cameron Weaver
FACSIMILE TRANSMITTAL
From: Zak Shipman
Telephone Number: Telephone Number: 910-815-0775
Facsimile Number: 350-2004 Facsimile Number: 910-815-0593
E-Mail Address: E-Mail Address: [e-mail]
Reference: Fast Track Review —Neighborhoods of Holly Ridge Phase2
❑Original will follow via mail
Comments:
Cameron,
■Original will NOT follow via mail
Please find attached neccesary information to set up a fast track stormwater permit review for the
reference project. The site is located in Onslow County near Surf City and proposes high density
infiltration. Please let me know as to the soonest we can set up the pre -application meeting.
Thanks,
Zak Shipman
-Please call if you experience trouble with this transmittal-
! 102 Suite D Cinema Drive, Wilmington, NC 28403 [phone] FAX [phone] ■
V/ 'd ZStiti 'IN 'b 'd 'JNIf33NION3 VOLS WdEO: I 90OZ 'tiZ "'A

Neighborhoods of Holly Ridge
Subject: Neighborhoods of Holly Ridge
From: Linda Lewis <[e-mail]>
Date: Fri, 21 Oct 2005 17:20:54 -0400
To: Ted Burke <[e-mail]>
Ted:
I meant to compose this email yesterday, but got too busy and forgot. I talked with
Paul, and he confirms that his discussion regarding pockets of high density was
probably just for the phase that you presented to him at the time, and not for the
entire development.
However, this does not mean that just because your conversation with Paul was
limited to the phase in review and did not include the entire project, that you get
a free pass to ignore the rules. It is as much your responsibility to know and
understand the rules as it is ours. The rules specifically say that projects under
a common plan of development are considered a single project and shall require
stormwater management. We have interpreted this to mean that all of the multiple
projects that make up the common plan of development must be considered as either
overall high density or overall low density.
You and I met on January 19, 2005 to discuss this project. My notes do not
specifically say whether or not this issue was discussed. We have had several
undocumented conversations regarding this development. I don't take notes of every
conversation or meeting and I don't always keep copies of emails. Phased
development and common plans of development are not new concepts for you. If I did
not state this to you at any time in the past, I am stating it now that the
Neighborhoods of Holly Ridge is a common plan of development, and must submit the
phases as either overall high density or overall low density. Pockets of high
density with suitable treatment within the low density project are allowable, as
long as the overall density of the project is maintained at the required level.
Thanks for your understanding of this issue.
Linda
1 of 1 10/21/2005 5:21 PM

Edward Burke
From: Jay Carmine
Sent: Thursday, May 19, 2005 8:48 AM
To: Edward Burke; jell holland; Ray Cox
Subject: FW: Neighborhoods of Holly Ridge
-----Original Message -----
From: Linda Lewis [mailto:[e-mail])
Sent: Thursday, May 19, 2005 8:41 AM
To: Jay Carmine
Cc: Cameron Weaver; Paul Bartlett; Robert Gordon
Subject: Re: Neighborhoods of Holly Ridge
Jay:
The amount of wetlands that can be incorporated into the site area for calculating low
density is determined on a case by case basis. It is best if you either schedule a pre -
application meeting so that we can make this call, or send us a copy of the plan and we
will mark it up with the appropriate site area.
I am no longer involved in Express reviews. We just hired our second Express review
engineer, so I can now go back to my real job. Please coordinate Express reviews through
Cameron Weaver.
Linda
Jay Carmine wrote:
> Linda.
> We are in the preliminary design of Phase II for the Neighborhoods of
> Holly Ridge and we are looking into different stormwater options; one
> of which being low density development. What are the restrictions
> regarding the use of wetlands into the overall area. I called into
> DENR to see if I could get an answer on this and it was explained that
> it was determined on a case by case basis depending on whether the
> wetlands were isolated or not. That being said, I thought that it
> would be best if I got my answer directly from you since you would be
> oversee the fast -track stormwater permitting process. Can you please
> give me some insight onto this issue? I have no problem bringing in
> the layout so that you can see what we are talking about. This is just
> something that I want to hash out in the beginning so that we are all
> on the same page as design continues.
> Thank you.
> Jay R. Carmine
> Engineering Intern
>
> Cavanaugh and Associates, P.A.
>
> 130 North Front Street, Suite 202
> Wilmington, NC 28401
> Office: [phone] x 236
1

> Fax: [phone]
> http://www.cavanaughsolutions.com

Page 1 of 1
Edward Burke
From: Jay Carmine
Sent: Wednesday, May 18, 2005 2:33 PM
To: [e-mail]
Cc: Edward Burke; jeff holland
Subject: Neighborhoods of Holly Ridge
Linda.
We are in the preliminary design of Phase II for the Neighborhoods of Holly Ridge and we are looking into
different stormwater options; one of which being low density development. What are the restrictions regarding the
use of wetlands into the overall area. I called into DENR to see if I could get an answer on this and it was
explained that it was determined on a case by case basis depending on whether the wetlands were isolated or
not. That being said, I thought that it would be best if I._got my answer directly from you since you would be
oversee the fast -track stormwater permitting process. Can you please give me some insight onto this issue? I
have no problem bringing in the layout so that you can see what we are talking about. This is just something that I
want to hash out in the beginning so that we are all on the same page as design continues.
Thank you.
Jay R. Carmine
Engineering Intern
Cavanaugh and Associates, P.A.
130 North Front -Street, Suite 202
Wilmington, NC 28401
Office: [phone] x 236
Fax: [phone]
http://www.cavanaughsolutions.com
10/3/2005

• b �
CAVANAU G H
Solutions through integrity and partnership
Record of Meeting
Attendees: Paul Bartlett (NCDENR-Stormwater), Jay Carmine (Cavanaugh)
Date/Time: May 25, 2005, 08:15am
Location: NCDENR-Wilmington Regional Office
Regarding: Neighborhoods of Holly Ridge -Phase II Density
To determine: Usable Wetlands in Project Site
This meeting was to determine what wetlands could be included into the overall density
for The Neighborhoods of Holly Ridge, Phase II. It was explained by you [Paul] that
after you had discussed this issue with the wetlands group, the overall area would be
allowed to encroach onc-hundred (100) feet into the wetlands. We discussed that it would
mean that most of the wetland on the site could be .counted as open space with most
likely some left over for the larger wetlands. The one -hundred (100) feet encroachment
will have to be verified with AutoCAD to determine if the entire wetland could be
included.
Also discussed 'at this meeting was pocket of high density that you [Paul] noticed for the
amenity center and multi -family development. I [Jay] was instructed that the pocket of
high density should try to remain <35% impervious or less. Going along with this
discussion, it was also discussed that Bill Hunt, with NC State University and the North
Carolina Cooperative Extension Unit, is in the process of having the BMP manual
updated to allow porous pavement to be counted as pervious. As of now, porous pavers
and porous concrete are considered impervious surfaces.
You [Paul] instructed me [Jay] to check up with you before final calculations were
tabulated because the manual may have changed by then. 1 agreed and we closed the
meeting at 08:45am.
Please feel free to add any comments or corrections to this record of conversation and if
no comments or rebuttals are included by June 3, 2005, this record of conversation will
stand as accepted.
Thank you,
Jay Carmine, E.I.
Cavanaugh and Associates, P.A.

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 7, 2005
Mr. Scott Cook, Managing Partner
Neighborhoods of Holly Ridge, LLC
429 Long Leaf Drive
Hampstead, NC 28443
Subject: Request for Stormwater Management Permit Application
The Neighborhoods of Holly Ridge Phase II
Stormwater Project No. SW8 050842
Onslow County
Dear Mr. Cook:
On August 9, 2005, the Wilmington Regional Office received a copy of a Letter of Receipt for
an Erosion Control Plan Express Review for the subject project. The North Carolina
Administrative Code requires any project that must receive either Sedimentation and Erosion
Control Plan approval and/or a CAMA Major permit to apply for and receive a Stormwater
Management Permit by the Division of Water Quality. Any construction on the subject site,
prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000 and may
result in appropriate enforcement action by this office_
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the
status of this project and the expected submittal date must be received in this Office no later
than October 7, 2005. Failure to respond to this request may result in the initiation of
enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan
approval letter must NOT be considered the Coastal Stormwater Managgement Permit, which
will be signed by the Water Quality Supervisor. Please reference the Project Number above
on all correspondence. If you have any questions, please call me at (910)-796-7404.
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATISTORMSUB1050842.sep05
cc: Mike Morris, Onslow County Building Inspections
Ted Burke, Cavanaugh Consulting
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone]
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet www.ennstate.nc.us J 1V OTne
karofi la
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper N%'hmallf/

RECEIVED
Am, AU �� 0 q ?UU5
UP
BY:
NCDENR
North Carolina Department of Environment and. Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michae! F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
8/9/2005
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
Neighborhoods of Holly Ridge, LLC
Mr. Scott Cook, Managing Partner
429 Long Leaf Drive
Hampstead, NC 28443
RE: Project Name: The Neighborhoods of Holly Ridge Phase II, Express Review
Project ID: Onslo-2006-041
County: Onslow, NC HWY 50
River Basin: Cape Fear
Submitted By: Cavenaugh Consulting Eng.
Date Received by LQS: August 8, 2005
Plan Type: NEW
Dear Mr. Cook:
RCS
This office has received a soil erosion and sediment control plan for the project listed above which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)). The Act
requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil erosion
control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The review period for an express review is three days of receipt of a complete plan. If additional
information is requested, it must be submitted within five working days of receipt.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
_must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Carol N. Miller
Assistant Regional Engineer
cc: Ted Burke, P.E., Cavanaugh Consulting Engineers
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] / FAX: [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: The Neighborhoods of Holly Ridge Phase II DATE:
8/8/2005 0:00:00
PROJECT NO.: Onslo-2006-041 _ COUNTY: Onslow
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received by this office no later than —August 15, 2005 . Failure to meet this schedule may result in disapproval
of your plan. The following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, welland and
their limits, streams, lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the Division of
Waste Management. If the land -disturbing activity and any related borrow or
waste activity are not conducted by the same person, they shall be
considered separate land -disturbing activities and must be permitted either
thru the Sedimentation Pollution Control Act as a one -use borrow site or
through the Mining Act.
Required Army Corps 404 permit and Water Quality 401 certification (e.g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations for Acreage of land
being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course
(only where stormwater discharges are to occur)
Comments: See Attached
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design talcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
Design calcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design calcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design calcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 15 working days or 30 calendar
days (whichever is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOffice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control(including installation of critical measures prior to
the initiation of the land -disturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

r11
Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
Project Name: The Neighborhoods of Holly Ridge Phase Il
Project# Onslo-2006-041
1. Provide modifications as per Dan Sams e-mail and our meeting on 8/9/05
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]

t-
LrJ
E
C5
In
01
aD
In
0
1
I
CO
0)
J
1, CHARLES FRANCIS RIGGS, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL URVEY MADE UND MY
SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK !i2 7(► . PAGE 2 ):
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES
AND DRAWN FROM INFORMATION FOUND IN DEED BOOK , PAGE "" : THAT
THE RATIO OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS
1: 10,000+: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AME �
DED. WITNESS MY ORIGINAL SIGN TuRt "`LICENSE NUMBER AND SEAL
THIS DAY OF •`it�1 � 0, `' f
i so�ocno"o' Cz
q
IS
. a 'L.
% CH 0
2 al r
`�rrrrrrrrr�����
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "C" WHICH IS NOT
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370344 0425 B FEBRUARY 15. 1985_
WETLANDS LINE TABLE
LINE
LENGTH
BEARING
L40
39.33
N23'31'58"E
L41
61.33
N39'51'30"E
L42
47.30
N38'25`38"E
L43
41.86
N74'47'55"E
L44
33.13
N41'41'02"E
L45
46.11
N58'08'50" E
L46
45.45
N59'27'13"E
L47
32.25
N82'40'49"E
L48
26.14
N66'57'23"E
L49
36.21
N65'36'43"E
L50
37.62
S89'54'04"E
L51
28.63
N64'27'36"E
L52
48.18
N38'50'00"E
L53
75.36
N69'23'03"E
L54
7.50
N53'13'30"E
L55
25.38
N58'41'11"E
L56
38.93
S75'58'26"E
L57
49.22
N57'30'23"E
L58
59.06
N04'1544" E
L59
56.34
N65'51'11"E
L60
36.86
N84'17'33"E
L61
21.76
N79'37'15"E
L62
24.25
N60'44'29"E
L63
30.93
N25'56'24"W
L64
40.00
N25'26'46"W
L65
61.38
N42'35'55"W
L66
135.33
N84'02'48"E
L67
1 26.38
N43'23'45" E
L68
14.34
N22'45'34"E
WETLANDS LINE TABLE
LINE
LENGTH
BEARING
L69
36.90 N37'53'22"E
L70
16.66
N57'31'01"E
L71
36.22
N08'45'16" E
L72
38.52 N14'30'25"W
L73
47.62 N24'33'35"W
L74
29.24 S55'09'24"W
L75
34.37
N21'15'12"W
L76
26.99
N18'17'25"E
L77
21.05
N56'43'51 "E
L78
37.11
N48'42'49"E
L79
29.46
N15*16'23"W
L80
29.45
N23'59'30"E
L81
14.40
N68'41'03"E
L82
29.40
N84'11'47"E
L83
30.81
S77'46'28"E
L84
30.07
S86'29'35"E
L85
20.37
N79'29'02"E
L86
35.18
N68'31'48"E
L87
34.85
N73'47'13"E
L88
17.28
N16'37'29"E
L89
19.73
NO2'18'06"W
L90
16.78
N50'59'18"E
L91
13.16
N72'15'04"W
L92
13.22
S78'28'33"W
L93
23.91
S53'54'41" W
L94
18,96
S87'20'30"W
L95
32.85
N10'50'29"E
L96
21.67
N37'18'37"W
L97
16.47
N05'53'46"E
If
L98
er1.37
N67 56 57 E
L99
45.21
N17'03'44"E
L100
19.34
N44'27'39"E
L101
22.61
S62'22'40"E
L102
35.43 1
S75'36'04"E
L103
24.08
S72'02'41"E
L104
30.84
N74'36'45"E
L105
32.64
N62'14'33"E
L106
26.79
S59'15'42"W
Ll07
33.84
N70'31'45"W
L108
15.48
N09'26'21"W
Ll09
37.38
N44'05'20"W
L110
13.80
N85'38'18"W
L111
37.65
N22'53'46"E
L112
41.44
N59'40'50"W
L113
24.50
N69'19'49"W
L114
27.13
N00'30'50E
L115
26.61
S81'35'19"W
L116
19.22
N46'39'02"W
L117
62.73
N23'5243"W
L118
15.05
N48'07'02"W
L119
51.07
N71'12'38"W
Ll20
53.12
N34'21'50"W
L121
15.78
N05'37'33"E
L122
21.14
N14'43'49"W
L123
29.47
N40'03'28"E
L124
17.46
N50'09135"W
nr7x•nr,':)n"W
L126
53.96
N36'02'35'
L127
29.91
N45'17'55"W
L128
29.83
N70'12'03"W
L129
57.86
N69'06`1911W
Li 30
22.00
N22'51'50"W
L131
11.81
N45'36'30"W
L132
39.17
N2818'02"W
L133
22.11
N51'01'12"E
Ll34
42.50
N00'22'08"W
L135
25.14
N87'36'31 "E
L136
38.73
S42'40'39"W
L137
23.00
S62'12'04"W
L138
67.09
S65'23'46"W
L139
45.96
S55'01'42"W
L140
21.83
S32'14'54"W
L141
42.90
N77'02'39"W
L142
17.64
N65'59'56" W
L1 43
13.70
S88'19'45"W
L144
11.60
N831232W
L145
35.06
S75'29'17'
L146
12.48
0324'39" W
L147
23.33
SO4'20'02"W
L148
13.96
S59'4350"E
L149
25.48
S31'09'58"E
L150
36.30
S40'58'15"E
L151
48.12
S37'40'15"E
L152
15.67
S29'13'08"E
L153
33.49
550'59'25"E
L154
26.28
S28'58'36"E
L155
48.73
S45'03'06"E
L156
58.14
S13'50'32"E
L157
32.00
S32'20'12"E
L158
22.07
S50'54'10"E
L159
23.14
N85'24'34"E
L160
33.55
S20'51'26"E
177
L161
47.03
S40'57'35"W
L162
34.63
N67'48'58"W
1
In
L163
34.75
S62'05'00"W
C:)
L164
15.14
S22'42'09"W
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL
AREAS OF WETLANDS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION
MANUAL.
7S 21�- O -- _
H.° Mi4F's
/Hip Tp
EMN MoH�q J, 0 psFc
N6 ?r p & Apy OF
S4¢�
C/L INTERSECTION Of ¢TB,s ? F R/W
N.C. HIGHWAY 210 & 4 \
EMPIE N. SIDBURY ROAD \
R/W. EMN
NOW OR FORMERLY ��� o`� \ Nss
(NAME) BARNES
D.B. 1201, P. 69 0 Q' 4/-
►
(TI TLE)
(DATE
W5
(Alo#) NOW OR FORMERLY
PARAMORE
D.B. 1707, P. 120
N.C. HIGHWAY 210
LINE TABLE
LINE
LENGTH
BEARING
L1
77.77
N67'47'20"E
L2
112.36
N74'47'00"E
1-3
34.23
N80'06'09"E
L4
55.63
N83'16'50"E
L5
44.20
N88'16'56"E
L6
47.86
S87'o0'l8"E
L7
62.03
S81-12'10"E
L8
22.17
S79'27'39"E
L9
59.79
S75'30'05"E
L10
54.10
S73'41'25"E
L11
107.73
S72'45'27"E
L12
99.06
S72'3624" E
Ll3
77.83
S69'27'33"W
•c Q• ��., �Gt-��,q � �yssyo3�
5�. 0 4
EIP N 37 = p
O � " v e'03� MN
88 3g � �
{� S24'11'56"E
>\� EIP 8 �9' Q
O 30.34 \
c880' EIP
Q ���� ^ EIP
L4O L41 L42 �ss,^/��Q
A3 L44 tqs 204 9 `So'�
EIP
R W t4s S` ? Q' p �c�� ,y p j
6 \ \
R/W t¢e t4s �02 SIBS �� �'
<so EIP 41
j 1 / iUPLANDS
s L52 02 86, 2 /
/ \
L54
WETLANDS 4s7
J/ `^/ / O L67
/ m ,N <rp
WETLANDS LIKE TABLE
LINE
LENGTHM3�11
L165
41.16
L166
41.29
L167
35.52
L168
32.61
L169
30.50 ;
S05'34'21 "W
L170
42.63
S61'47'12"E
L171
39.24
S65'39'03"E
L172
44.20
S44'00'37"E
L173
22.56
S19'47'22"E
L174
14.66
S66'52'10" E
L175
39.46
S46'18'50"E
L176
31.94
S66'40'26"E
L177
28.46f
S05'02'34"W
L178
49.37'
S46'07'26"W
L179
31.79'
S82'48'41 "W
L180
12.31'
N23'47'32"W
Ll81
40.1 &
S58'23'47"W
L182
17.58
N66'13'05" W
L183
20.20
S35'50'29"W
L184
11.38
S11'38'29"W
L185
18.22
N85'58'20"W
L186
1 17.55
N31'24'56"W
L187
14.04
N19 50'38'W
L188
15.37
N48 48 04'W
L189
30.04
N55'44'08"W
L190
46.9,1
N46'57'23"W
L191
49.8C
N51'12'54"W
L192
27.5
N44'27'09"W
L193
40.81
N48'10'56"W
L194
26.7t
N33'10'55"W
L195
11.51
N09'48'43"E
L196
N04'02'55"E
L197
_
15.71
N20'27'21"E
L198
27.74
N20'00'53"E
L199
22.56
N07'25'12"W
L200
28.'94
N34'06'01"E
L201
32.4'
N56'20'48"E
L202
45.67
N29-07-26" E
WETLANDS LINE TABLE
LINE
LENGTH
BEARING
L203
44.02 574=24'29"W
L204
32.49 S02'38'51"W
L205
22.29
S49'11'22"E
L206
37.54 S18'44'04"W
L207
16.86
S54'49'11 "W
L208
35. 44
S74'17'15"W
L209
23.96 578'30'49"W
L210
19.04
S56'29'21 "W
L211
31.18
S45'00'31"W
L212
2.35
S88'29'07"W
L213
30.95
S27'39'17"E
L214
27.35
S54'28133W
L215
15.82
N15'39'32"E
L216
29.28
N46'41'16"E
L217
29.03
N37'20'51"E
L218
21.99
N35'58'04"E
L219
37.23 1
N57'09'04"E
L220
30.18
N62'34'46"E
L221
34.23
N73'42'40"E
L222
27.96
S77'48'42"E
L223
15.36
S44'35'24"E
L224
19.55
S01'46'51 "W
-L225
42.40
S86'48'26"E
L226
25.20
S89'02'17"E
L227
17.03
S79'37'49"E
L228
28.34'
S77'19'36"E
L229
28.75
S66'S8'o2''E
L230
58.82
S88'14'28"E
L231
16.09
S83'08'26"E
L232
40.14
S54'32'26"E
L233
21.54
S74'14'20"E
1A6
4.
L234
29.43
N26'01'43"W
L235
17.02
N31'42'33"E
L236
29.78
S82'20'48"E
L237
20.51
SO4'50'52"W
L238
86.15
S47'38'06°E
L239
50.59
S22'4710"E
L240
99.27
SO4'13'05" E
/ Sao a s �s4
6
2� Lss < L241 32.13 519 37 01 W
/Q ry L242 52.65 S25'03'52"W
j eMt>> u8 NOW OR FORMERL10do L243 39.62 S13'05'02"E
CUTLER \ L244 13.01 S14'20'41"E
4 J /
95 < / t245 84:92 562.23'21 "W
> L246 25.81 S35,05 30 W
D.B. 1329, P. 1 � t7 � � � rn
o NOW OR FORMERLY v,, ��8s m ts3 / s3o80.1s"W
cc / CUTLER t8s 9 0 L200 t201 L202 % 280.1s' O
/ D.B. 1707, P. 117 <e e oR ,ga / L248 27.14 N76 50 46 W
a i9 <, �°j r' `'' L248 26.14 N8T06'18"W
s 41 ,9 G �, / PORTION OF
L249 27.52 N36'23'17"W
v °S t'0s 9 �9 TRACT 12 -A L250 22.01 S84'48'3S'
N32'22'20"W Lss y �� <� �,� \ \ M.B. 22, P. 85 �� y �� L251 24.50 S69'46'46"W
N5737140"E 60.88' o� J \ \ L252 29.80 S70'17'32"W
UPLANDS `� M \\\ \ �\�.� L253 20.81 S36'54'47"W
114.51' EIP �t/6 �, \ L254 22A3 S2T35'29"W
" \
/ 23�9,j r N r a m \\ G`�-> L255 23.26 S16'59'S3''W
EIP S¢ > > J ,6 \ W 0 L256 28.73 SO0'13 23 W
5l EIPgO EIP
1�� 1 \\\ RAILROAD
IRON �V3 \ �n \ L257 31.12 S45'33'52"E
\ L258 49.29 S61'00'19"E
ro J o WETLANDS \\ (7 ss 48?813"W L259 36.07 N37'16'06"E
TOTAL AREA �J M \\ 3 L260 9.69 N19'47'28"E
\ 1629621 S Ft. ,� _� `UPLANDS \ SIR \ L261 23.09 N38'46'37"E
\ \ 37.411 ACRES<s VVV N \\\ o ERRS L262 7.30 N49'2T00"E
\ G \
\ \ L263 25,84 N43'07'05"E
� '' tia2 s3 L284 L264 35.16 N70'00'48"E
6' WOOD ! I 28
FENCE D.B. 466, P. 30 �Lz78
. ^^� .,^ �� 2a \ \ L265 31.13 N61*11'22"E
20' DITCH w " L274 27 L266 12.99 N88'51 49 E
WATERS OF THE U.S.""L2 6 L267 19.78 S66'07 24"E
r ,8
� rn -j �ti \\ \ \ \ L268 13.93 S59'06 33''E
ft OR FORMERLY
HALL ,
t:3. 1040, P. 155
�
��
L123 s�
N
t18, ,ti \
�� �,
'9 7$ �,��a
Lt
N
t � t
WETLANDS k� ?4s s ?ss 24s ��V?s
��VJJJJ <a � 2s3 26 L259
L2k� y2a2
L262 a
\
R `11
�r R/W
`e
L270
12,99
S6J,'54 03"E
L271
_ _
28.95
1 S44'25 36 'E
L272
2777
1 S06'36'04"E
L273
21.69
S08*03'56"E
L274
26.96
S30'13'55"W
L275
18.57
S29'22'11"W
L276
11.56
S36'05'15"W
L277
28.99
S20'21'19"E
L278
35.50
S40'42'39"W
L279
10.44
S07'20'02"E
L280
18 07
S50'S2151 "W
RUN OF 1M HILL BRANCH
LIE TABLE
LINE
IJGTH
BEARING
L14
71.11
S39'46'01 "W
1 5
E.32
S85'15'04"W
L16
2.75
S03'22'34"W
Ll7
8.90
S60'40'11"W
Ll8
5.47
S27'01'58"W
L19
7.96
S49'12'09"W
L20
2.32
S16*30'47"W
L21
3.63
S35'03'04"W
L22
3.09
S64'26'12"W
L23
6:00
N86'44'50"W
L24
9.23
N62'20'04'W
L25
0.03
N731947"W
L26
>3.01
S77'15'28"W
L27
7.99
N79'34'04"W
L28
7.33
S85'34'28"W
L 2 9
3.59
S02'19'17"W
L30
6.36
S61'23'10"W
L31
'.2.63
N80'09'1 O" W
L32
0-79
S43'33'09"W
133
i6.33
S36'32'19"W
L34
9.21
S71'48'43"E
L35
8.47
S22'17'34"E
L36
50.01
S42'56'16"W
L37
t9.86
S19'31'56"W
L38'
87.45
14_7'58'45"W
L39'
09.25
4'03'40"E
I
d-
0
0
CHARLES F. RIGGS & ASSOCIATES, IN(.
0 LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTMS,
o LAND PLANNING & COMPUTER MAPPING
F 202 WARLICK STREET
Q P.O. BOX 1570
~ JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
FACSIMILE:[phone]
E-MAIL: [e-mail]
O,
NcP.,
NNE
O
cA
0
3' WIRE
FENCE
NOW OR FORMERLY
KING
D.B. 609, P. 30
TOM HILL BRANCH /
4.83'
m
L281 19.23 S21'42'24"W
N L282 28.35 S30'10'06"W
N ` L283 24.77 S45'13'20"W
si �s2 25 6 W L284 29.74 N45'07'24"E
25 O
UPLANDS v
\\\JJJ v'
< UPLANDS m
���...JJJ NOW OR FORMERLY.
_N co KING
^M D.B. 473, P. 79
14 t rss � C11
_M
13> rn REF - REN E$ OWNERS
WETLANDS , �.� D.B. 466,' P. 30 TOWN OF SURF CITY
VVVVVV Q `�s 23 G D.B. 473, P. 79
KI N
11r� ��' D.B. 11040, P. 155
L34 L29 <�s D.B. 1201, P. 69 ZONED RA
_ D.B. 1329, P. 1 BONING SETBACKS
L�
D.B. 1578, P. 205 FRONT = 40'
,- o
--3e L32
L.38 ----� �3 SIR L36 D.B. 1609, P. 254 REAR = 30'
L35
L30 N D.B. 1707, P. 117 SIDE = 20'
L28 D.B. 1707, P. 120 � Gas D.B. 1779, P. 1
< D. B. 1894, P. 227
26 j D.B. 2404, P. 122
s
�a 4, M.B. 28� P.1 4680 TITLE SOURCE
�s D.
M.B. 37, P. 12D.B.2476, P. 280
r
NP �ry�
G LEGEND
as L212 ' CC = CONTROL CORNER
TOM HILL BRANCH- - / ,(, L211 �/�(j� ECM EXISTING CONCRETE MONUMENT (FOUND)
ro <z2p 2� �tio <2o iJ EIP EXISTING IRON PIPE (FOUND)
t219 21 L217 L216 t214 9 0 23.26' 3 �j\� EIR = EXISTING 'IRON ROD (FOUND)
G V" OAD EMN EXISTING MAGNETIC NAIL (FOUND)
NOW OR FORMERLY �2 O 20 y2os-RTILRRON / >� EPK = EXISTING PARKER-KALON NAIL (FOUND)
LANIER `� �-2 L19 • 1 rj ERRS EXISTING RAILROAD SPIKE (FOUND)
D.B. 1953, P. 28 L21 L18 �1> 36.99' !} �A/ �i MBL MINIMUM BUILDING LINE
i to NMP NON MONUMENTED POINT
L16 L15 L14 �� ` ` Q� 0, R/W _ RIGHT OF WAY CONTROL CORNER
�j SCM - SET CONCRETE MONUMENT( )
TOM HILL BRANCH .N1i1 Q� SIP = SET IRON PIPE
1 Qi / j�5 / ,� SIR SET IRON ROD
��IV /� / SMN _ SET MAGNETIC NAIL (CONTROL CORNER)
fV SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
`(✓` CENTERLINE
GRAPHIC SCALE
100 0 50 100 200 400
BOUNDARY SURVEY FOR
TOWN OF SURF CITY
37.411 ACRE TRACT ON N.C. HIGHWAY 210
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA

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NOTE: FROM DRIVEWAY
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LIMIT OF USEABLE
SITE AREA
TOWN OF SURF CITY
WATER TREATMENT PLANT SITE
PIN
4225-46-9797-0000
PROPERTY AREA
37.41 ACRES
USEABLE SITE
339,102 SF = 7.78 ACRES
AREA
UNUSED NATURAL
29.63 ACRES
AREA
PROPOSED BUILT
65,722 SF = 1.51 ACRES
UPON SURFACE
% BUILT UPON
19.4 %
AREA
PROPOSED BUILT UPON SURFACE
(GRAVEL, ASPHALT, CONCRETE,
AND BUILDINGS)
USEABLE SITE AREA
WITHIN WETLANDS
(t0.15 ACRES)
LIMITS OF USEABLE SITE AREA
WETLAND BOUNDARY
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DATE
PROJECT MANAGI
SDL
DL
DRAWNG SCALE
1"=40'
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
RAW BY
BNMOCT
DATE
PROJECT TDATE
BIDDING
APPROVED BY
PROJECT NUMBER
50144.00.WLDiEft.;Office
CONSTRUCTION
DESCRIPTION
DESCRI TION
FILE NAME
STORM
PLOT DATE
10/11/2005
RECORD DWG.
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