WQ0045061_Additional Information_20240108

!
!
#0 ^_
ProposedPump Station
Existing Pump Station(to be taken offline)
Connect toExisting ForcemainStart Replacement ofExisting Forcemain
Connect to ExistingGravity Sewer
ANGIER
Wake CountyHarnett County
W i m b erly R o a d
Kennebec Road
O
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Junny Road
Little Black Creek
""55
Aerial SewerLocation
Copyright:© 2013 National Geographic Society, i-cubed
Pr oject Boundary
Project Boundary
Proposed Forcemain
Existing Forcemain
Existing Forcemain Replacement
^_Proposed Pump Station
#0 Existing Pump Station
!Aerial Sewer
Resources:USGS Angier Quadra ngle 7.5 Min ute Serie s (199 3)ESRI Ba se ma p - USA Top o Ma psTimmons Group Desig n Da ta
±
0 1,5 00 3,0 00FeetScale
WIMBERLY DWR SEWER SYSTEM EXTENSION USGS TOPO MAP WIMBERLY ROAD ANGIER, WAKE COUNTY, NC
WIMBERLY
R
O
A
D
60' PUBLIC

R
/
W
S.R.2761T
PIN: 0684-38-7524
HIGHLAND RIDGE LLC
C/O NATELLI COMMUNITIES
DB: 18482 PG: 735
USE: SINGLE-FAMILY RESIDENTIAL
PIN: 0684-36-2555
WICHTRICH JOHN A FAMILY TRUST
DB: 7037 PG: 575
USE: SINGLE-FAMILY RESIDENTIAL
PIN: 0684-45-5955
JAMES D NOBLES &
LINDA R STANLEY
DB:13848 PG:1829
USE: SINGLE-FAMILY
RESIDENTIAL
PIN: 0684-76-6848
EDWARD VANCE CURRIN
DB:3509 PG:810
USE: SINGLE- FAMILY
RESIDENTIAL
PIN: 0684-78-2712
MITCHELL STEVEN
MASON
DB:18447 PG:1012
USE: SINGLE-FAMILY
RESIDENTIAL
PIN: 0684-69-6049
JANICE G HAWLEY
DB: 01854 PG: 0461
USE: AGRICULTURE
PIN: 0684-68-3917
STEVEN & KIMBERLY
MASON
DB: 11102 PG: 1648
USE: RESIDENTIAL
JOHNNY LAWRENCE
MATTHEWS
DB: 11828 PG: 609
USE: VACANT
JEANETTE & MICHAEL
ROUSSEAU
DB: 17239 PG: 1028
USE: SINGLE-FAMILY
RESIDENTIAL
RANDY DICKENS, LLC
DB 18416, PG 1251
PIN: 0684752380
USE: AGRICULTURE
EDWARD VANCE
CURRIN
DB 3509, PG 810
PIN: 0684766848
USE: SINGLE-FAMILY
RESIDENTIAL
ERIN L. BECTON
AND
EDWARD L. BECTON
DB 17244, PG 1384
PIN: 0684760099
USE: SINGLE-FAMILY
RESIDENTIAL
ERIN L. BECTON
AND
EDWARD L. BECTON
DB 17244, PG 1384
PIN: 0684659946
USE: VACANT
RANDY DICKENS, LLC
DB 18416, PG 1251
PIN: 068459005
USE: AGRICULTURE
RANDY DICKENS, LLC
DB 18416, PG 1251
PIN: 0684645964
USE: AGRICULTURERANDY DICKENS, LLC
DB 18416, PG 1251
PIN: 0684642927
USE: AGRICULTURE
DANIEL CARR BURCH, JR.
AND
SHANNON H. BURCH
DB 10889, PG 2508
PIN: 0684557992
USE: SINGLE-FAMILY
RESIDENTIAL
DANIEL CARR BURCH, JR.
AND
SHANNON H. BURCH
DB 16419, PG 129
PIN: 0684553925
USE: SINGLE-FAMILY RESIDENTIAL
DANIEL CARR BURCH, JR.
AND
SHANNON H. BURCH
DB 19069, PG 2208
PIN: 0684551751
USE: SINGLE-FAMILY RESIDENTIAL
DACE J. BLASKOVITZ
DB 18070, PG 1823
PIN: 0684458804
USE: VACANT
SANDRA SURLES GILLAN
AND HUSBAND
BENJAMIN H. GILLAM
DB 13731, PG 2121
PIN: 068445740
USE: SINGLE-FAMILY RESIDENTIAL
JOHN A. WICHTRICH
FAMILY TRUST
DB 7037, PG 575
PIN: 0684362555
USE: SINGLE-FAMILY RESIDENTIAL
FAYE R. LIPSCOMB
WB 21-E, PG 1661
PIN: 0684457275
USE: VACANT
FRANCES T. BURCH
AND
LAURIE J. BURCH
DB 17824, PG 2101
PIN: 0684553391
USE: VACANT
FRANCES T. BURCH
AND
LAURIE J. BURCH
DB 17824, PG 2101
PIN: 0684550359
USE: SINGLE-FAMILY
RESIDENTIAL
FRANCES T. BURCH
AND
LAURIE J. BURCH
DB 17824, PG 2101
PIN: 0684557503
USE: VACANT
ACTIVE OPEN SPACE 1
94,267 SF
2.16 AC
ACTIVE OPEN SPACE 2
66,420 SF
1.52 AC
ACTIVE OPEN SPACE 4
33,368 SF
0.77 AC
ACTIVE OPEN SPACE 3
27,769 SF
0.64 AC
OS 2
12,093 SF
0.28 AC
OS 1
4,406 SF
0.10 AC
OS 7
284,576 SF
6.53 AC
OS 6
807,146 SF
18.53 AC
OS 10
77,328 SF
1.78 AC
OS 9
4,127 SF
0.09 AC
OS 8
19,694 SF
0.45 AC
PS
4,017 SF
0.09 AC
156
155
154152
157
230
249
250
243
251
244
252
245
246
247
248
240
237
222
229
221
220
227
219
226
218
225
209
210
211
212
213
214
207
215
208
216
231
174
286
106105
104
103
102
140
132
149
139
161
148
138
160
147
137
159146
136
158
145 143
135
153
144 142
134
151
141
133
150
130
122
114
129
121
113
128
120
112
127
119
111
126
118
110
125
117
109
124
116
108
131
123
115
107
303
311
304
312
305
313
306
314
307
315
308
316
309
317
310
318
299
279
271
298
278
270
285
277
269
284
276
268
283
275
267
282
274
266
281
273
265
272
326
325
332
324
331
323
330
322
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73
60
61
62
54
182
191
197
187
183
190
196
188
184
189
195
185
186
169
170
171
258
259
260
261
262
263
264
205
217
204
203
202
201
200
199
206
198
235
234
233
232
236
242
192
193
194
293
338
292
339
291
290
297
289
296
288
295
287
294
329
321
320
319
254
253
255
168
167
166
165
172
176
175
173
163
164
162
71
70
69
67
64
63
65
66
68
72
9510099101
9092
257 256
301
302
300
77
76
75
74
88
80
87
79
86
78
8589
84
838281
19
18
1
17
10
16
11
15
14
21
13
20
12
177
180
280
SCM 7
SCM 6
SCM 5
SCM 3
SCM 8
SCM 4
SCM 1
SCM 2
55
228
224
223
178
179
181
59
58
57
337336333335334
8765432
328
327
9
56
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42 43
44
45
46
47
48
49
50
51
52
OS 3
189,834 SF
4.36 AC
OS 5
1,029,297 SF
23.63 AC
OS 4
6,223 SF
0.14 AC
PHASE 2
P
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241
239
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S.R.2761
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8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
NA
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8
3
0 300'
SCALE 1"=150'
150'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN
OF ANGIER STANDARDS, SPECIFICATIONS, AND DETAILS.
C3.0
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1" = 150'
TYPICAL UTILITY SERVICE LOCATION
N.T.S
NOTE:
1.DOMESTIC WATER AND SAN. SEWER SERVICES SHALL BE INSTALLED PER
TOWN OF ANGIER DESIGN STANDARDS, DETAILS AND SPECIFICATIONS.
2.DOMESTIC WATER AND SAN. SEWER SERVICES SHALL BE INSTALLED ON THE
LOW SIDE OF THE LOT
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF ANGIER STANDARDS AND
SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION
DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS -
5 FT.
GRAVITY SANITARY SEWER AND FORCE MAINS -
5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION
DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER AND STORM SEWER MAINS - 18 IN.
SANITARY SEWER AND STORM SEWER MAINS -
24 IN.
UTILITY NOTES
SEWER
·ALL SANITARY SEWER SHALL BE PVC UNLESS SEPARATION OR DEPTH CONFLICTS OCCUR
·WHERE SEPARATION OR DEPTH REQUIREMENTS CANNOT BE MEET 401 LINED DUCTILE IRON
PIPE MUST BE USED, IF TAPS FALL WITHIN A SECTION OF DUCTILE IRON PIPE A 401 LINED
PATCH KIT MUST BE USED WHERE PIPE IS CUT
·IF A SECTION OF DUCTILE IRON PIPE SHALL BE USED DUE TO SEPARATION OR DEPTH
CONFLICTS C900 PVC SHALL BE USED TO THE NEXT MANHOLE UP STREAM OR DOWNSTREAM
OF THE SECTION OF DUCTILE IRON PIPE
·ALL DUCTILE IRON FITTINGS SHALL BE 401 LINED
·< 3' IN DEPTH SANITARY SEWER SHALL BE DUCTILE IRON 401 LINED
·3'-12' IN DEPTH SDR 35 PVC
·12'-20' IN DEPTH SHALL BE C900 PVC BEDDED TO SPRING LINE
·> 20' IN DEPTH SHALL BE C900 PVC BEDDED 4” ABOVE PIPE
·NO CLEANOUTS SHALL BE GREATER THAN 8' IN DEPTH
·TRACER WIRE SHALL BE PLACED WITH ALL SANITARY SEWER MAINS AND LATERALS
·TRACER WIRE STATIONS (VALVE BOX TOP STAMPED TS) SHALL BE PLACED ON THE
DOWNSTREAM SIDE OF ALL MANHOLES
·ALL SPLICES IN TRACER WIRE SHALL BE CONNECTED WITH PRO TRACE TRACER WIRE
CONNECTORS
·ALL CLEANOUTS MUST BE PLACED AT A MINIMUM OF 2' FROM THE PROPERTY LINE
·ALL SEWER CLEANOUTS SHALL BE PLACED BEHIND THE SIDEWALK WITHIN THE ROW INSIDE A
MINI MANHOLE
·SHOW INVERT DEPTHS OF SEWER CLEANOUTS ALONG WITH STORM CROSSINGS AND WATER
CROSSINGS ON THE PLAN AND PROFILE VIEW, CALL OUT PIPE MATERIAL OF SEWER SERVICE
ON CDS
WATER
·SHOW 3 GATE VALVES AT ALL T INTERSECTIONS
·SHOW 4 GATE VALVES AT ALL X INTERSECTIONS
·PLACE HYDRANT VALVES WITHIN 2' OF MAIN LINE
·ALL WATER LINE SHALL BE BLUE C900 PIPE
·ALL WATER SERVICES SHALL BE BLUE POLY
·ALL WATER MAINS AND SERVICES SHALL HAVE BLUE TRACER WIRE
·ALL SPLICES IN THE TRACER WIRE SHALL BE CONNECTED WITH PRO TRACE WIRE CONNECTORS
·WATER TAP SPACING SHALL MEET PIPE MANUFACTURE RECOMMENDATION
·NO FIRE HYDRANT EXTENSIONS SHALL BE USED ON NEW CONSTRUCTION
·SHOW TEMPORARY BLOW OFF ASSEMBLY AT ALL PHASE LINES
·ALL WATER METERS SHALL BE PLACED AT A MINIMUM OF 2' FROM THE PROPERTY LINE
·ALL WATER SERVICES SHALL BE PLACED BEHIND THE SIDEWALK WITH IN THE ROW
·ALL FIRE HYDRANTS SHALL BE PLACED BEHIND THE SIDEWALK WITHIN THE ROW
TOWN OF ANGIER
UTILITY REQUIREMENTS
DocuSign Envelope ID: 1E6AE1E9-EC78-4F42-8FF6-46D6DE4D1EBA
1/12/2024
PIN: 0684-76-6848
EDWARD VANCE CURRIN
DB:3509 PG:810
USE: SINGLE- FAMILY
RESIDENTIAL
RANDY DICKENS, LLC
DB 18416, PG 1251
PIN: 0684752380
USE: AGRICULTURE
EDWARD VANCE
CURRIN
DB 3509, PG 810
PIN: 0684766848
USE: SINGLE-FAMILY
RESIDENTIAL
ERIN L. BECTON
AND
EDWARD L. BECTON
DB 17244, PG 1384
PIN: 0684760099
USE: SINGLE-FAMILY
RESIDENTIAL
ERIN L. BECTON
AND
EDWARD L. BECTON
DB 17244, PG 1384
PIN: 0684659946
USE: VACANT
RANDY DICKENS, LLC
DB 18416, PG 1251
PIN: 068459005
USE: AGRICULTURE
RANDY DICKENS, LLC
DB 18416, PG 1251
ACTIVE OPEN SPACE 1
94,267 SF
2.16 AC
OS 2
12,093 SF
0.28 AC
OS 1
4,406 SF
0.10 AC
115
91
73
168
167
166
165
163
164
162
71
70
69
67
65
66
68
72
90
77
76
75
74
88
80
87
79
86
78
85
89
84
838281
19
18
1
17
10
16
11
15
14
21
13
20
12
SCM 8
8765432
9
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42 43
44
45
46
OS 3
189,834 SF
4.36 AC
OS 4
6,223 SF
0.14 AC
P
H
A
S
E

2
P
H
A
S
E

1
15' TYPE A
PERIMETER BUFFER
20' PRIVATE SANITARY
SEWER EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
WIMBERLY RO
A
D
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W
8'
'
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8'
'
W
8''W
8
'
'
W
8
'
'
W
8'
'
W
INSET 'B'
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
MATCHLINE C3.6
MATCHLINE C3.5
MA
T
C
H
L
I
N
E

C
3
.
3
MA
T
C
H
L
I
N
E

C
3
.
5
COAT OF ARMS WAY
A
R
M
O
R
I
A
L

C
O
U
R
T
WI
M
B
E
R
L
Y

P
A
S
S
A
G
E

D
R
I
V
E
LA
N
C
A
S
H
I
R
E

G
R
O
V
E

P
L
A
C
E
AR
M
O
R
I
A
L

C
O
U
R
T
WI
M
B
E
R
L
Y

P
A
S
S
A
G
E

D
R
I
V
E
MA
T
C
H
L
I
N
E

C
3
.
3
MA
T
C
H
L
I
N
E

C
3
.
5
MATCHLINE C3.3
MATCHLINE C3.3A
LANCASHIRE GROVE PLAC
E
MH 97
MH 51
MH 99
MH 96
MH 83
MH 105
MH 104
MH 95
MH 82
MH 103
MH 94
MH 93
MH 108
MH 102
MH 92 (5')
MH 100 (5')
MH 107
MH 106
MH 101
MH 91
MH 90
MH 89
MH 110
MH 98
8"
C
9
0
0

P
V
C
8"

C
9
0
0

P
V
C
8"

S
D
R
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8"

P
-
4
0
1

L
I
N
E
D

D
I
P
8" SDR-35 PVC
8" SDR-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8" SDR-35 PVC
8
"

S
D
R
-
3
5

P
V
C
8"
S
D
R
-
3
5

P
V
C
8" SDR-35 PVC
8
"

S
D
R
-
3
5

P
V
C
8
"

S
D
R
-
3
5

P
V
C
8" S
D
R
-
3
5

P
V
C
8"
S
D
R
-
3
5

P
V
C
8"
S
D
R
-
3
5

P
V
C
8" SDR-35 PVC
8" SDR
-
3
5

P
V
C
8" SDR
-
3
5

P
V
C
8" SDR-35 PVC
8" SDR-35 PVC
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT ASSEMBLY
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT ASSEMBLY
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSEMBLY
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT ASSEMBLY
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT ASSEMBLY
TEMPORARY
BLOWOFF ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSEMBLY
MAIL KIOSK
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
HAMMERHEAD TURNAROUND
8" C900 PVC WATERLINE
8" C900 PVC WATERLINE
8"C900 PVC WATERLINE
8" C900 PVC WATERLINE
8" C900 PVC
WATERLINE
8" C900 PVC WATERLINE
22° BEND
22° BEND
11° BEND
BLOWOFF ASSEMBLY
FIRE HYDRANT ASSEMBLY
PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
8" X 8" CROSS
(4) 8" GV
RETAINING WALL #13
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #15
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #16
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #14
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
12' RETAINING WALL
EASEMENT
15' RETAINING WALL
EASEMENT
6' RETAINING WALL
EASEMENT
15' RETAINING WALL
EASEMENT
8" C900 PVC WATERLINE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
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49578
331
A. STONE
331
PR
O
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S
S

D
R
A
W
I
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S

-

D
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N O R T H C A R O L I N
A
P R O F E S S I O N A
L
E N G I N E E RA
L L I SO N R. S T O N E
S E A L
0 5 3 5 6 2
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8
3
0
SCALE 1"=60'
120'60'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN
OF ANGIER STANDARDS, SPECIFICATIONS, AND DETAILS.
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
C3.5
DE
T
A
I
L
E
D

U
T
I
L
I
T
Y

P
L
A
N
1" = 60'
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF ANGIER STANDARDS AND
SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION
DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS -
5 FT.
GRAVITY SANITARY SEWER AND FORCE MAINS -
5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION
DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER AND STORM SEWER MAINS - 18 IN.
SANITARY SEWER AND STORM SEWER MAINS -
24 IN.
SANITARY SEWER SERVICE AND STORM SEWER
MAINS - 18 IN
UTILITY NOTES
DocuSign Envelope ID: 1E6AE1E9-EC78-4F42-8FF6-46D6DE4D1EBA
1/12/2024
PIN: 0684-78-2712
MITCHELL STEVEN
MASON
DB:18447 PG:1012
USE: SINGLE-FAMILY
RESIDENTIAL
PIN: 0684-69-6049
JANICE G HAWLEY
DB: 01854 PG: 0461
USE: AGRICULTURE
ACTIVE OPEN SPACE 2
66,420 SF
1.52 AC
219
218
174
60
61
62
54
172
176
175
173
67
64
63
65
66
177
180
SCM 7
SCM 6
55
178
179
181
59
58
57
56
41
42 43
44
45
46
47
48
49
50
51
52
53
50' STREAM BUFFER
6''W
6''W
8''W
8''W
8''W
8''
W
6'
'
W
6''W
6''W
SA
N
SA
N
SAN
SAN
SAN
SANSAN
SA
N
SAN
SAN
SA
N
SA
N
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
S
S
S
S
S
S
S
SS S
S
S
S
S
S
S
S
MATCHLINE C3.6
MATCHLINE C3.5
MA
T
C
H
L
I
N
E

C
3
.
4
MA
T
C
H
L
I
N
E

C
3
.
6
MA
T
C
H
L
I
N
E

C
3
.
4
MA
T
C
H
L
I
N
E

C
3
.
6
EMB
L
E
M

S
T
R
E
E
T
AR
M
O
R
I
A
L

C
O
U
R
T
WIM
B
E
R
L
Y

P
A
S
S
A
G
E

D
R
I
V
E
MH 79 (5')
MH 89
MH 109
MH 115
MH 110
MH 116
MH 117
MH 113MH 112 MH 118
MH 87
MH 84
MH 111
MH 86
MH 85
MH 88
MH 1148"
P
-
4
0
1

L
I
N
E
D

D
I
P
8"
P
-
4
0
1

L
I
N
E
D

D
I
P
8"

S
D
R
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8" SD
R
-
3
5

P
V
C
8" S
D
R
-
3
5

P
V
C
8" SDR-
3
5

P
V
C
8" SDR-35 PVC8" SDR-35 PVC
8"

S
D
R
-
3
5

P
V
C
8"
S
D
R
-
3
5

P
V
C
8" SDR
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8"
S
D
R
-
3
5

P
V
C
8" C
9
0
0

P
V
C
8"

S
D
R
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
AUTO FLUSHER ASSEMBLY
SEE DETAIL W-38 ON SHEET C11.1
FIRE HYDRANT
ASSEMBLY
8" X 6" TEE
(2) 8" GV
(1) 6" GV
FIRE HYDRANT
ASSEMBLY
8" X 6" TEE
(2) 8" GV
(1) 6" GV
VARIABLE PUBLIC WIDTH
DRAINAGE EASEMENT
20' PRIVATE
STORM DRAINAGE
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
EXISTING STREAM CENTERLINE
100-YR FLOODPLAIN
TEMPORARY
BLOWOFF ASSEMBLY
45° BEND
8" C900 PVC
WATERLINE
6" C900 PVC WATERLINE
FIRE HYDRANT
ASSEMBLY
6" C900 PVC WATERLINE
6" C900 PVC
WATERLINE
2" GATE VALVE
6" GATE VALVE
DISCHARGE INTO
CATCH BASIN
PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
PRIVATE SCM ACCESS &
MAINTENANCE EASEMENT
RETAINING WALL #6
(DESIGNED PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY
OTHERS)
RETAINING WALL #7
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #8
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #10
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #12
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #13
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #9
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
RETAINING WALL #11
(DESIGNED, PERMITTED, & RAILING
REQUIREMENT ASSESSMENT BY OTHERS)
15' RETAINING WALL
EASEMENT
17' RETAINING WALL
EASEMENT
25' RETAINING WALL
EASEMENT
12' RETAINING WALL
EASEMENT
12' RETAINING WALL
EASEMENT
12' RETAINING WALL
EASEMENT
20' PUBLIC SANITARY
SEWER EASEMENT
6' HORIZ.
SEPARATION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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49578
331
A. STONE
331
PR
O
G
R
E
S
S

D
R
A
W
I
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S

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N O R T H C A R O L I N
A
P R O F E S S I O N A
L
E N G I N E E RA
L L I SO N R. S T O N E
S E A L
0 5 3 5 6 2
R
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V
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8
3
0
SCALE 1"=60'
120'60'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN
OF ANGIER STANDARDS, SPECIFICATIONS, AND DETAILS.
8''W
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED FORCE MAIN
PROPOSED WATER LINE
WATER LINE TEE
FIRE HYDRANT
REDUCER
GATE VALVE.
BLOWOFF ASSEMBLY
FM
SAN
C3.6
DE
T
A
I
L
E
D

U
T
I
L
I
T
Y

P
L
A
N
1" = 60'
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF ANGIER STANDARDS AND
SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION
DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS -
5 FT.
GRAVITY SANITARY SEWER AND FORCE MAINS -
5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION
DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER AND STORM SEWER MAINS - 18 IN.
SANITARY SEWER AND STORM SEWER MAINS -
24 IN.
SANITARY SEWER SERVICE AND STORM SEWER
MAINS - 18 IN
UTILITY NOTES
DocuSign Envelope ID: 1E6AE1E9-EC78-4F42-8FF6-46D6DE4D1EBA
1/12/2024
6''
W
6''
W
6'
'
W
8''
W
8'
'
W
60
61
62
176
175
177
180
178
179
59
58
57
A
R
M
O
R
I
A
L

C
O
U
R
T
WIM
B
E
R
L
Y

P
A
S
S
A
G
E

D
R
I
V
E
MH 79 (5')
MH 87
MH 84
MH 111
MH 86
MH 85
8" P-401 LINED DIP8" P-401 LINED DIP
8"
S
D
R
-
3
5

P
V
C
8"

S
D
R
-
3
5

P
V
C
8
"

S
D
R
-
3
5

P
V
C
8"

C
9
0
0

P
V
C
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+503+61.08
SS
S
S
S
S
A
N
SA
N
S
A
N
S
A
N
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SSWR OUTFALL 1 PROFILE
240
245
250
255
260
265
270
275
280
240
245
250
255
260
265
270
275
280
MH 87
TOP 277.57
INV IN 268.50 (FR MH 88)
INV IN 268.30 (FR MH 111)
INV OUT 268.30 (TO MH 86)
MH 86
TOP 271.67
INV IN 267.60 (FR MH 87)
INV OUT 267.40 (TO MH 84)
MH 84
TOP 277.13
INV IN 266.20 (FR MH 85)
INV IN 266.12 (FR MH 86)
INV OUT 265.92 (TO MH 79 (5'))
PROPOSED GRADE
EXISTING GRADE
253 LF
8" P-401 LINED DIP
@ 0.50%
106 LF
8" P-401 LINED DIP
@ 0.67%
16" STEEL CASING
SEE DETAIL SHEET C11.2
45'
8.8'
147 LF
16" STEEL CASING
@0.50%
2.7'
8.0'
2
7
9
.
0
2
7
6
.
5
2
6
7
.
6
2
5
6
.
6
2
6
0
.
4
2
6
5
.
6
2
6
8
.
8
2
7
3
.
3
27
7
.
1
8
27
6
.
4
1
26
6
.
7
2
25
6
.
7
5
26
1
.
4
8
27
1
.
0
7
27
6
.
3
6
27
7
.
9
7
-0+50 0+00 1+00 2+00 3+00 4+00 4+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
SSWR OUTFALL 2 PROFILE
265
270
275
280
285
290
295
300
265
270
275
280
285
290
295
300
2
9
5
.
0
2
9
5
.
0
2
9
6
.
0
2
9
3
.
6
2
8
9
.
1
2
8
6
.
3
2
8
4
.
0
2
7
9
.
4
2
8
2
.
7
2
8
8
.
2
2
9
2
.
2
29
0
.
5
4
29
1
.
6
2
29
2
.
7
9
29
3
.
8
6
29
3
.
4
1
29
2
.
6
6
28
9
.
8
2
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50
MH 101
TOP 289.70
INV IN 282.30 (FR MH 106)
INV IN 282.30 (FR MH 102)
INV OUT 282.10 (TO MH 100 (5'))
MH 100 (5')
TOP 292.60
INV IN 280.82 (FR MH 101)
INV OUT 280.60 (TO MH 92 (5'))
MH 92 (5')
TOP 293.22
INV IN 279.90 (FR MH 100 (5'))
INV IN 282.40 (FR MH 93)
INV OUT 279.70 (TO MH 91)
PROPOSED GRADE
EXISTING GRADE
136 LF
8" C900 PVC
@ 0.51%
253 LF
8" P-401 LINED DIP
@ 0.51%
16" STEEL CASING
SEE DETAIL SHEET C11.2
105 LF
16" STEEL CASING
@0.51%
8'
'
W
8'
'
W
8''W
8
'
'
W
8
'
'
W
8
'
'
W
73
71
72
75
74
19
18
17
21
20
23
24
25
32
33
34
35
36
37
LA
N
C
A
S
H
I
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E

G
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P
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C
O
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T
MH 102
MH 92 (5')
MH 100 (5')
MH 107
MH 106
MH 101
MH 91
8" C900 PVC
8
"

C
9
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0

P
V
C
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"

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5

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V
C
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8"
S
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-
3
5

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8
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-
3
5

P
V
C
8"

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D
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D
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P
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0
+
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0
1
+
0
0
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+005+07.04
S
S
S
S
S
S
S
SAN
S
A
N
S
A
N
S
A
N
S
A
N
SA
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SAN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
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01/10/2024
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B
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A
49578
331
A. STONE
331
PR
O
G
R
E
S
S

D
R
A
W
I
N
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S

-

D
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N
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F
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C
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N
N O R T H C A R O L I N
A
P R O F E S S I O N A
L
E N G I N E E RA
L L I SO N R. S T O N E
S E A L
0 5 3 5 6 2
R
E
V
I
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W

O
N
L
Y
-
DO
N
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U
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F
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(
S
H
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3

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5
)
C7.7
H: 1" = 50'
V: 1" = 5'
NAD

8
3
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5
NAD

8
3
SCALE 1"=50'
100'50'0
PROFILE SCALE
0
0
50
5
LA
N
C
A
S
H
I
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E

G
R
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P
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A
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WIM
B
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P
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D
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20' SANITARY SEWER
EASEMENT
20' SANITARY SEWER
EASEMENT
RETAINING WALL #6
TO BE DESIGNED BY OTHERS
RETAINING WALL #7
TO BE DESIGNED BY OTHERS RETAINING WALL #10
TO BE DESIGNED BY OTHERS
RETAINING WALL #9
TO BE DESIGNED BY OTHERS
RETAINING WALL #15
TO BE DESIGNED BY OTHERS
DocuSign Envelope ID: 1E6AE1E9-EC78-4F42-8FF6-46D6DE4D1EBA
1/12/2024
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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N

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PLUG VALVE
CAST IRON VALVE BOX
(SLIDING TYPE)
EXTENSION ROD AS REQUIRED
WITH 2" OPERATING NUT 1'
BELOW GRADE
VALVE SIZE, PIPE SIZE AND
FLANGE TYPE AS SPECIFIED
ON PLANS
2' SQUARE CONCRETE
3000 PSI PAD
CAST IRON LID
INSTALL VALVE BOX COVER
AND CONCRETE PAD 1/4"
BELOW GRADE IN CONCRETE
OR ASPHALT, OTHERWISE
INSTALL FLUSH.
MIN 6"
4"
6" COMPACTED NO. 57
STONE UNDER VALVE
2' EACH DIRECTION
COMPACTED BACKFILL
4x4-W4.0xW4.0 WWR
PLUG VALVE
NOT TO SCALE
DocuSign Envelope ID: 1E6AE1E9-EC78-4F42-8FF6-46D6DE4D1EBA
1/12/2024
Some people who received this message don't often get email from [e-mail]. Learn why this is important
From:Sondra Janssen
To:Hall, Michael; Jimmy Cook
Cc:Allison Stone; Dexter Howell
Subject:RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit
Date:Monday, April 1, 2024 3:08:30 PM
Attachments:image001.png
Signed FTSE Wimberly 12.5.23.pdf
FTSE HC flow track wimberly 1-2-24.pdf
Signed sewer application 1.2.24.pdf
You don't often get email from [e-mail]. Learn why this is important
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab.
(adding Jimmy, Town of Angier)
(adding a few other Timmons’ folks, Allison & Dexter)

Hi Michael –

I was able to reach Jimmy (cc’d) today via telephone. He was out last Thursday and Friday.
He confirmed the Pump Station is Harnett County’s and not the Towns.
There were two (2) FTSE forms filled out (reattached) with SLS-120 being included in the Harnett County signed FTSE.

Correction to language below:
Pump Station SLS-120 is part of the Town of Angier Harnett County’s System.
If this is correct, Thus the Planning Assessment Addendum needs to be signed by a representative from the Town of Angier, and not Harnett County.

Jimmy – Do you mind confirming that this is accurate please? I think once this is ironed out the permit should be ready. I think the forms submitted (attached) are accurate.

Kind Regards,

Sondra Janssen
Project Manager
TIMMONS GROUP | http://www.timmons.com5410 Trinity Rd., Suite 102 | Raleigh, NC 27607Office: 919.532.3237 | Fax: [phone]Mobile: [phone] | [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here

From: Hall, Michael <[e-mail]>
Sent: Wednesday, March 20, 2024 9:09 AM
To: Clay Oliver <[e-mail]>
Cc: Pasha, Tanvir <[e-mail]>
Subject: RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit

Clay:

Good morning. I think we have everything we need, with one exception. If I understand your application correctly, Pump Station SLS-120 is part of the Town of Angier System. If this is
correct, the Planning Assessment Addendum needs to be signed by a representative from the Town of Angier, and not Harnett County. If I am mistaken, then I think this is ready to issue.

Regards

Michael Hall, PG (he/him/his)
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
Office: [phone] | Cell: [phone]
[e-mail]

Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628

From: Clay Oliver <[e-mail]>
Sent: Tuesday, March 19, 2024 4:33 PM
To: Hall, Michael <[e-mail]>
Cc: Dexter Howell <[e-mail]>; Sondra Janssen <[e-mail]>; Allison Stone <[e-mail]>; Jimmy Cook <[e-mail]>; Pasha, Tanvir
<[e-mail]>
Subject: RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab.

Good afternoon, Michael. Just checking in to see if you have everything you need to approve this permit. Let me know if you need anything else.

Best regards,
Clay

Clay D. Oliver, PE
Project Manager
TIMMONS GROUP | http://www.timmons.com5410 Trinity Rd., Suite 102 | Raleigh, NC 27607Office: 984.222.1613 | Fax: [phone]Mobile: [phone] | [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .

From: Clay Oliver <[e-mail]>
Sent: Thursday, February 29, 2024 5:11 PM
To: Hall, Michael <[e-mail]>
Cc: Dexter Howell <[e-mail]>; Sondra Janssen <[e-mail]>; Allison Stone <[e-mail]>; Jimmy Cook <[e-mail]>;
[e-mail]
Subject: RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit

Michael,

Per your comments below on the Wimberly FTA Sewer Extension Permit submittal package, we are submitting the attached documents – a revised USGS Topo map and plan sheets showing the plan and
profile of the two aerial sewer locations and the associated details. I added redlines to the plan sheets to draw attention to the aerial sewers for your convenience. Please let me know if you have any
additional comments or need more information.

Best regards,
Clay

Clay D. Oliver, PE
Project Manager
TIMMONS GROUP | http://www.timmons.com5410 Trinity Rd., Suite 102 | Raleigh, NC 27607Office: 984.222.1613 | Fax: [phone]Mobile: [phone] | [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .

From: Hall, Michael <[e-mail]>
Sent: Thursday, February 29, 2024 2:25 PM
To: Clay Oliver <[e-mail]>
Cc: Dexter Howell <[e-mail]>; Sondra Janssen <[e-mail]>
Subject: RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit

This is much better, thank you!

Michael Hall, PG (he/him/his)
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
Office: [phone] | Cell: [phone]
[e-mail]

Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628

From: Clay Oliver <[e-mail]>
Sent: Thursday, February 29, 2024 1:42 PM
To: Hall, Michael <[e-mail]>
Cc: Dexter Howell <[e-mail]>; Sondra Janssen <[e-mail]>
Subject: RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab.

Michael,

We have been working through the differing comments on the USGS maps we’ve been getting from various NCDEQ staff and have put the attached map together. Please take a look at it and let us
know if it meets the needs for the Wimberly FTA submittal.

Best regards,
Clay

Clay D. Oliver, PE
Project Manager
TIMMONS GROUP | http://www.timmons.com5410 Trinity Rd., Suite 102 | Raleigh, NC 27607Office: 984.222.1613 | Fax: [phone]Mobile: [phone] | [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .

From: Hall, Michael <[e-mail]>
Sent: Tuesday, February 13, 2024 3:23 PM
To: Sondra Janssen <[e-mail]>; Allison Stone <[e-mail]>
Cc: Pasha, Tanvir <[e-mail]>; [e-mail]
Subject: RE: [External] RE: Wimberly - Fast Track Sewer Extension Permit

Sondra:

Good afternoon. These examples you sent are more typical USGS depictions. These are good for things at a large scale. I don’t have a particular map at hand that I could
provide as an example, but these examples show the lines and pump stations aa required.

Regards

Michael Hall, PG (he/him/his)
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
Office: [phone] | Cell: [phone]
[e-mail]

Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628

From: Sondra Janssen <[e-mail]>
Sent: Tuesday, February 13, 2024 2:34 PM
To: Allison Stone <[e-mail]>; Hall, Michael <[e-mail]>
Cc: Pasha, Tanvir <[e-mail]>; [e-mail]
Subject: [External] RE: Wimberly - Fast Track Sewer Extension Permit

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab.

Hi Michael –

Thank you for the FTA review.
Attached is an email from past reviewers of examples of the USGS map, which is what was used when preparing the Wimberly package.
Is there an example of what you’d like to see instead? It would help us in our resubmittal.

Kind Regards,

Sondra Janssen
Project Manager
TIMMONS GROUP | http://www.timmons.com5410 Trinity Rd., Suite 102 | Raleigh, NC 27607Office: 919.532.3237 | Fax: [phone]Mobile: [phone] | [e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here

From: Hall, Michael <[e-mail]>
Sent: Tuesday, February 13, 2024 1:50 PM
To: Allison Stone <[e-mail]>
Cc: [e-mail]; Pasha, Tanvir <[e-mail]>
Subject: Wimberly - Fast Track Sewer Extension Permit

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Ms. Stone:

Good afternoon. I have been reviewing the application for that above-referenced sewer extension. Overall the application looks good, but there are several items we will need to
complete the permit:

1. As indicated under Item F. of the instructions, we will need a map that identifies the project components. (sewer lines, pump stations, force main). On this map, it would
also be helpful to identify the “High Priority” items associated with the application. I realize it may be difficult to depict this easily on an 8.5x11 map, but you are welcome
to provide multiple pages, or a larger size map or design package (as long as these are in electronic format, we can place it in Laserfiche so that it is readily available).
2. As indicated under Item F. of the instructions, we will need a USGS topographic map. The map provided is a hybrid, but what we need is the standard topographic map.
3. As indicated in Item 7. Of the application, if there are “High Priority” lines, as you indicated, you will need to submit an attachment with the details for each high priority
line (type, line size, material, location). As indicated above, we also need the location of these “High Priority” lines added to the map.

Please provide the above information within 30 days. If additional information/corrected application is not received within 30 days, your application will be returned, and you will
need to resubmit along with the fee [ref. 15A NCAC 02T.0107(e)(2)].

Please contact me if you have any questions about this request.

Regards

Mike Hall, PG (he/him/his)
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
Office: [phone] | Cell: [phone]
[e-mail]

Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628

<image001.png>

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official.