20030570 Ver 7_More Info Received_20151007

Strickland, Bev
From:
Sent:
To:
Subject:
Attachments:
I
Montalvo, Sheri A
Wednesday, October 07, 2015 1:32 PM
Strickland, Bev
FW: Reynolds Mill Phase 3
Attachments.html
From: Brian Dustin [mailto:bdustin @mulkeyinc.com]
Sent: Wednesday, October 07, 2015 1:21 PM
To: Montalvo, Sheri A <sheri.montalvo @ncdenr.gov>
Subject: RE: Reynolds Mill Phase 3
ShareFile Attachments
III
Reynolds ®Impact ®drawings ®20150827. pdf
Brian Dustin uses ShareFile to share documents securely. Learn Mare.
Sheri,
Here are the maps in PDF form. Let me know if there is anything else you need from me.
Senior Biologist
Environmental Services
919.858.1926 direct
Ml Y iJl ill 111 I I6 & '.,h °,.;il 11)SIJ1 0 I ll"
6750 Tryon Road Cary, NC 27518 919.836.4800
Connect with us: I I I�
From: Montalvo, Sheri A [ mailto :sheri.montalvo(@ncdenr.Rov]
Sent: Wednesday, October 07, 2015 11:32 AM
To: Brian Dustin <bdustin(@mulkevinc.com>
Cc: Strickland, Bev <bev.strickland @ncdenr.Rov>
Subject: Reynolds Mill Phase 3
Importance: High
Brian,
1

Could you please email us a PDF version of the maps so that we may get them into our system easier?
Thanks,
Shvd tG
Sheri Montalvo - Administrative Assistant
401 & Buffer Permitting Unit
NCDEQ - Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699 -1617
Phone: [phone]
Email: sherd.inontalvo("tancdenr.gov
E -mail correspondence to and from this address may be subject to public records laws and may be disclosed to third
parties.

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TREAMIMPACT
WETLAND IMPACT
•
. •
TOTAL PERMANENT IMPACTS:
IMPORTANT/PERENNIAL STREAM IMPACT = 127 LF
IMPORTANT/PERENNIAL STREAM IMPACT = 254 SQFT
WETLAND IMPACT = 2427 SQFT = 0.056 ACRES
BUFFER IMPACT
ZONE 1 = 6334 SQFT = 0.145 ACRES
ZONE 2 = 6342 SQFT = 0.146 ACRES
TOTAL = 0.291 ACRES
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STREAM
NEUSE RIVER BUFFER
MEASURED FROM
TOP OF BANK
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HALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF WAKE FOREST, CITY OF RALEIGH AND / OR NCDOT STANDARDS AND SPECIFICATIONS 11
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\ 1 I I 1 I BYPASS STRUCTURE (2) ___________________-
INV IN: 325.25 \ \ \� CLEANOUT
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8" INV OUT: 314.00
WEIR ELEVATION_ 315.25
149 - 8° SCHEDULE
PVC @ 0.67%
BYPASS CHANNEL 2
\ \ \ \ \ \ \ \ \ \ \ 66 LF LEVEL SPREADER I
\ \ \ \ \ \ \ \ \ \ \ \
LIPELEVATION= 313
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MEASURED F � \
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60'
GRAPHIC SCALE
1 inch = 60 ft.
BYPASS STRUCTURE (1)
INV IN: 294.00
8" INV OUT: 292.75
WEIR ELEVATION: 294.00.
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= 50 - 8" SCHEDULE 40
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BYPASS CHANNELS:
BOTTOM WIDTH = 1 FT
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SIDE SLOPES = 2:1
LINE WITH ROLLMAX VMAX C350 TURF REINFORCEMENT MAT OR EQUAL
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PROJECT NO:
201 1076.00
DRAWN BY:
TSO
DWG. CHECKED
BY:
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SCALE:
SEE PLAN
DATE: MARCH 25TH, 2015
IMPACTS
B-200

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DECIDUOUS TREE
CONIFEROUS TREE
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GRAPHIC SCALE
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PV_ _ I — I as pipelines, electrical lines, conduit, telephone cable, service
° \ _ _ I \1 I connections, or other facilities are shown on the Plans. It shall
\\ \fi — =N �I I ` I III / E X. My be the Contractor's responsibility to have all utilities located by
TOB /\ ou -' 2288 bu° 3za62 I iIIII� I III z6 Mj z7 � I I their respective owners, field mark the utility locations, and
LOMD i1 5� 11 II III I I OP=314V4.5 — p BRYCE HANTLA &
— B M2007PG°?56 C BOM zoo s71 CATHERINE HANTLA protect all such existing facilities prior to beginning construction.
\ \ \ \\ \ \ \ / / °P 3304 — D.B. 12032 PG. 2512 The Contractor it fully responsible for notifying all utility owners
\, 3� — — 3 � N lol QOM 1987 PG. 1882 in accordance with INC General Statute -Chapter 87, Article 8,
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\ BOM 2007 PG
yI per map number 3720183000 J, Zone X (Effective Date May 2nd, 2006).
qOM 2007 PG 1066 WT 3 ,8 EXISTING Said map was downloaded on 06-30-2012 from the following website.
a I \ \ \ I = I r II 4 IIII l J I— TREELINE "WWW.NCFLOODMAPS.COM"
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BOM 2007 Pd No observable evidence of a cemetery has been found.
411
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N0� 8 95-19 — —340 — / — �_\ \\\\ \ \ \ i \ \ �/�/i \ 7 I \\\ / \\ ! \ LOT 66
�OQIED: CU GR5 _ _ \\ \ _ / �_ < \\ _ \\� \\\ 1 \ \ \\\ \\ �_ f // / \ ) \ \ \ \\ /i\ \�\�� \ CIMARRON PHASE 5
LAND USE�VACANT� _ — \ �\ \340 /i _\_ \ \ \�\\_ \ \ 5 / /\\= 1 M) \ \ \\ \\\ 1 \ B.M. 1987, PG. 1939
WAKE ELECTRICAL MEMBERSHj \
PIN NO. 1840.03-04-46701
CORPORATION
D.B. 9650, PG. 1302 / \ \ \ \ I I I I \ I I I I \\ — 1\ / / \ \ \_ \ _ _ \_\/ �� = I I X4924
CAVENESS \ _ \ \ \ \ I I = — l ( \\ \ \\\\ \ \\ \ �\ �% I I \ \
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D.B. 12820 PG. 1165 \ \ \ \ \ \ \ _ \ \ _ / \\\ \\\\\\\ \ \, ISP °gam
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B.M. 997, PG. TRACT1766 I / I I — \ \ \ \\\ \\ \ \ m / .3x238 h\ \ \ \ \ \ \\
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IN 352 4
OU -35 ]4
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DRAWN BY: TSG
DWG. CHECKED BY: MDA
SCALE: SEE PLAN
DATE: MARCH 25TH, 2015
EXISTING
CONDITIONS
B-300

350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
Z
O 318
316
Ld
J 314
Ld
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
BYPASS STRUCTURE (1)
INV IN. 294.00
\ INV OUT: 292.75
/- // �� WEIR ELEVATION: 294.00 j
z/
%moi ��/_--
%i
PI STA=1 +Rq Q9
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
Z
318 O
316 ;
Lli
314 J
Lli
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00
E1=34,1006
C=61
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INV OUT: 327.95
CB -37
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Point
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RIM: 333.97
+
INV IN: 322.93'
CB36
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INV OUT: 322.73
RIM: 331.16
INV IN: 319.73'
Q
18" MI
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INV OUT: 319.53
9 a
CB -34
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30
319.92
INV IN: 315.99'
A�
12"
12" TEE
76 L
RC
@ 6.61%
,18"
18"
MIN
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INV OUT: 315.99
21
WATE
& STCRM
CB -34A
CONN
CT TO
XISTING
12" WAT
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LF 1g"R
ILP
RIM: 320.42
INV IN: 315.62'
EXISTI
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LOCA
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INV OUT: 315.42
LOO
CB
RIM:
19A
306.44
CO
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INV
PROPO
OUT: 302.41
ED GRA
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PROPO
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CB -30
RIM: 307.00
INV IN: 298.00'
CD
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INV OUT: 296.00
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RIM: 307.12
lot LF,1 " P
INV IN: 299.55'
SSMH 10 (5')
\
INV OUT: 299.55
RIM: 311.95'
147 LF, 8" DIP @ 0.89°/0
INV IN: 295.16'
164 LF, 8"
DIP 5_0 .50%
INV IN: 297.00'
INV OUT: 294.96'-jk
SSMH 11(5')
RIM: 307.47'
RIM:
RIM: 306.39
INV OUT: 300.57
CONC
ETE
INV IN: 297.60'
INV 296,18'
\
SEED
TAILS
49 /
MH 12
ON SHEET
0-
01
O
INV OUT: 295.98'
RI
RIM: 305.91'
INV IN: 299.11'
77
F, 24" RC
P @ 2.01 °
INV OUT: 298.91'
EXISTING
GRACE
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
Z
318 O
316 ;
Lli
314 J
Lli
312
310
308
306
304
302
300
298
296
294
292
290
288
286
284
282
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00

R-5-C.U. ZONING
SUBDIVISION
HRU 3
LAW USfaYAQWI 25..� 3 310 � � 304 MIN. LOT SIZE 5,000 SF
\ 312 —
oy, MIN. LOT WIDTH — 50'
11 1 O 314 313 303 N� —
3i5 m� FRONT SETBACK 20'
316 351 �m C CA I"'"� SIDE SETBACK 8aR w a3tE
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PPNAnOl'0SVMS Or D2PIC
% 9LyACT REAR SETBACK — 10'
O
320 0
aQ Q
I343 348 353 300 R-8—C.U. ZONING
_ I 321 330 331 g40 _ —
I 329 344 —! MIN. LOT SIZE _ 8 000 SF
347 28 27 pCBrYCER HANTL TLA ' 1
I I 322 339 _1 62 MIN. LOT WIDTH — 50
DCF FAMILY LLC 6 26 PIN Nzao �1630-96-7666
a&I-W7 Pa 22,941 / 328 332 345 �: a 29 � USE. st NrBu FRONT SETBACK = 20'
PINC30298 �— SIDE SETBACK 8'
LAIyO USE. yACANT O 1 as �E' G
346 Ex. Amherst Creek Dr_ —
cg. 327 , aon+ reap Fc sas so' a�erl re/w � —
333 37 30 — REAR SETBACK 15'
/ 324 337 , . 43 a m 25
=m
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325 326 334 g N 36 31 R I
335 o R-10-C.U. ZONING
— / 42 _ _
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35 1
MIN. LOT SIZE = 10,000 SF
336 �
32
1,6112"
Ids ,ds Mn, R° - 41� 23 '2
F/yy MIN. LOT WIDTH = 60'
Publ/c
359
358 357 34 33 �, 356 FRONT SETBACK = 30'
355 22 — 1
KF US -1, LLC DCF FAMILY LLC / MT 3 SIDE SETBACK — 10
D.& 6184, P0.601 a& 13007, Pa 2811 3541Fr
TRACT 1 PIN Na 1830-86-�98
D A I REAR SETBACK 20'
PIN 18301 76 91 LAND USErYACAINT 47 Ex'ee R0D7 FG d a 6 ��l , awd 21
LASNrrAL --'moi ti 4g 1 i I
WAKE ELECCTORP AL MEMBERSHIP
a& 966& Pa 1302
TRACT I -C
aA120B220:1 Pa 1636
PIN Na 183&81-74-7669
ZOI�W 0 - I
LAND US6 SUB STATION
INVESTMENTS INI
778, Pa 1481
W7, Pa 87
1838-73-5516
F& CU R-5
USES VACANT
PIH 14M 1830,13
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LOT 63
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