20030570 Ver 7_More Info Received_20151117

' MULKEY
ENGINEERS & CONSULTANTS
PO Box 33127
RALEIGH, NC 27636
PHONE: [phone]
FAx: 919-B51-191B
LETTER OF TRANSMITTAL
To: Date: November 17, 2015
NC Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27609
From: Brian Dustin
Re: Stormwater Plans,
Reynolds Mill, Phase 3
Wake Forest, NC Job No.: 2011076.00
I am sending you the following item(s):
COPIES
DATE
DESCRIPTION
4
11/17/15
Stormwater Management and Diffuse Flow Plan
These are transmitted as checked below:
❑
As requested
®
For approval
®
For review and comment
Remarks:
Mr. Smith,
❑ For your use
❑ For Signatures
El
If you have any questions or concerns, please call me at (919) 858 -1926.
Signature
0",�VA-
136nan Dustin
Senior Scientist

November 17, 2015
Mr. Danny Smith
NC Division of Water Resources
512 N. Salisbury Street
Raleigh, North Carolina 27609
Subject: PCN for Reynolds Mill Phase 3, Wake Forest, NC
Dear Mr. Smith,
MULKEY
ENGINEERS & CONSULTANTS
c/1%
'bD ) M \
abO' 141 '9
This letter is in response to the "Request for Additional Information" letter, about Reynolds Mill
Phase 3, sent on October 23, 2015 by your office. The Stormwater Management and Diffuse Flow
Plan have been approved by the Town of Wake Forest and are included in this packet for your
review. The attached plan sheets show the location of both bioretention ponds that are proposed
for Reynolds Mill Phase 3 project.
If you have any questions or concerns, please do not hesitate to contact me directly at (919) 858-
1926 or by email to bdustin @mulkeyinc.com.
Sincerely,
Brian Dustin
Senior Biologist
MULKEY ENGINEERS & CONSULTANTS, INC.
Attachments:
Stormwater Plan
CC: File
;J n
C��rM2
NOV 1 7 2015
R ^WATER RESOURCE$
MULKEY INC. 6750 TRYON ROAD CARY. NC 2751 1 PC BOX 33127 RALEIGH, NC 27636 PH: 91 9-851 -191 2 FAX: [phone] WWW.MULKEYINr.COM

"ALL C 0 N STR U CTIO N TO B E IN ACCORDANCE WITH ALL TO WN 0 F WAKE F0 R E S T, CITY OF ALEIGH AN L) / OR N CDOT S TAN DARDS AND SPECIFICATIONS "
a All
F "S
rqkEYNOLDS MILL M1111111111M PHASE 3E�,
l.Water main to be installed at a depth with a minimum cover of 48", with 18' verfica (;iearance minimum
(separation must l over sanitary sewer) from other underground tifilifies and 10 fee nonzontal clearance from sanitary sewer mains,
2.Pressure reducing valves shall be provided if pressure is in excess of 80 pa
3. Gate valves shall be installed on each main line branch (3 per tee, 4 per cross).
General Utility
I All water and sewer mains within public easements and Rights-of-Way to be owl operated, and maintained by the public authority,
2.AJI construction to be of the local authority standards and specifications.
3,All Underground utilities are approximately located. Actual location and depth to We confirmed in field prior to construction.
�IUBLIC WATER AND SANITARY SEWER QUANTITIES
6" WATER
211 LF
8" WATER
3,017 LF
12" WATER
1,479 LF
8" SANITARY SEWER
3,484 LF
STORM DRAINAGE
LANDSCAPE, PARKS & OPEN SPACE PLAN
15" RCP
313 LF
18" RCP
1208 LF
24" RCP
779 LF
30" RCP
345 LF
36" RCP
523 LF
Site Data Table
IplilllllIi�gil iiiiii i
.6mm'111iiiii1l"i illit 11
111:1 11315 lif =1
7. Total Number of Lots Proposed in Phase 3 - 66
CAS
J,
INDEX OF SHEETS
C-000
COVER
C -100
EXISTING CONID'TIONS
C-200
SITE PLAN
C-201
STREET SIB AGE PLAN
C-202
LANDSCAPE, PARKS & OPEN SPACE PLAN
C-300
OVERALL LITILI TY PLAN
C-301
LIGION MILL RDJTILITY PLAN
C-302
SITE UTILITY PLAN
C-400
OVERALL GRADING & DRAINAGE PLAN
0-401
LIGION MILL RD GRADING & DRAINAGE PLAN
C-402
SITE GRADING & DRAINAGE PLAN
C-500
OVERALL EROSION CONTROL PLAN
C-501
LIGION MILL RD EROSION CONTROL PLAN
C-502
SITE EROSION CONTROL PLAN PHASE 1
C-503
SITE EROSION CONTROL PLAN PHASE 2
C-600
LIGON MILL RO/-,D PLAN & PROFILE
C-601
REYNOLDS MILL RD PLAN & PROFILE
C-602
PENSTOCK DRI\/E PLAN & PROFILE
C-603
NEAP CE MILL WAY PLAN & PROFILE
C-604
REE LANE PLAN & PROFILE
C-605
FOR ES ROAD PLAN & PROFILE
C-606
SS OUTFALLS A AND C PLAN & PROFILE
C-607
SS OUTFALL E PLAN & PROFILE
C-700
DETAILS
ATTENTION CONTRACTORS
TliF-WNSMUCHOiVCONIR4GORRESPON,SMLLI-OR 1111EMINSIONOF
WATER SE0vTR­-V1U OR FWSF, AS APPROVEL) IN 71HIESEPIANS, IS
RESPONSIBLE MR a)NTA(_7W6 THE PUNIC UTMM I)EPARMEVT NT
[phone] ATLFMT 7WEV7YR)[7R1K)11R5PR10RT() BB5T\NING ANY
OFTElE[R(DNSTRL,cnoN.
FA "I NOTIFYBO'L4a[YDLPIR7ME� 7',SINAD\,A.NICEOFBBCiININING
CONS-IRUC171ON, WILT RESUI-TINTliEI&SLTANCFOFM07VT-TARYPEVA-, AND
R13QUIREREINSFAUATTOIN OF ANYWATER OR SEWER FAMIES NOT
INSPFEIED.AS A RESUIT OF THIS NOTIFICATION FA11LURE
FAH-URETO CA11,FORINSPICHON, INSTALLA L)OWATS7MM PLIJG, HAVE
PD?,VH7TDP1AA,SONTHFPJJl, ORANTYOT1ERW0LA770NOF07Y0Ff
R4 UJIGH S7AJM)ARDS'ii RESIXT N A HVE AND Pli LYaLISION
FROM FUTURE WOPKlNn-ECJ7YOFRALgGH
C-701
DETAILS
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
C-702
DETAILS
AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL
C-703
DETAILS
STREETS AS SPECIFIED BY TOWN STANDARDS. THESE
FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE
C-704
DETAILS
FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE
C-705
DETAILS
IS APPROVED BY THE TOWN OF WAKE FOREST.
C-706
DETAILS
C-707
DETAILS
REVIEW ENGINEER DISCLAIMER
C-708
POND DETAILS
Master Plan Conditions.
I. [)Tpon the owner's dedication of the right-of-way for Ligon Mill Road as pro .,A in RZ,04-1 1,
the developer will build care-half'of the ultimate cross-sections (western por,,,c. n) of Ligon Mill
Road from the southwestern most corner the subdivision to the northweste— most corner of
the subdivision as illustrated in the Reynolds Mill, Phase 3 Subdivision Mastc , Plan. Subject to
the dedication of the right-of-way, this work will begin prior to the corripletic, of the first
seventy-five (75) homes in the entire development and will be completed pr.,,­ to the issuance
of a G�rtificate of Occupancy for a home in Phase 3.
2. The initial stream crossing for Ligon Mill Road shall be constructed to the neces,:,ary width to
accommodate the entire four lane section with bike lanes and sidewalks per the IIVFTP and US-1
Corridor Plan.
3, Collector street shall be constructed and connected from S. Main Street to Ligc- Mill Road with
this development.
4. Southern most drive on the Ligon Mill Road shall be a right-in/right-out intersec,,,,,,-,)n at ultimate
crossing - section build out.
5. Provide improvements recommended by the Traffic Impact Analysis upon com ' C,,�Aion.
6. Meuse River Riparian Buffers shall be recorded as conservation easements,
7, Heavy construction traffic shall use Ligon Mill Road to access Phase 2 & 3. He ,,,y construction
traffic through existing subdivision phase(s) is prohibited,
8. A payment-in-lieu shall be provided for street tree plantings along western side -,,' Ligon Mill Road.
9. The amenities center shall be built by Spring of 2016 and before a Certificate ci` Occupancy is
issued for a home in Phase 3.
Zia,
/0 Z*15,
n
OWNER DATE
VIGMTY MAP
Water Distribution/Extension Svstern
City of Raleigh
Public Utilities Department Permit# C)
Authorization to Construct _yz "t`"'
Date tl 0 tS
City of Raleigh
Public Utilities Department Permit# S I, 07�
Authorization to Construct
Date I C, Z,
r.5.11111
Owner:
Parker &Orleans t lomemilders, Inc.
211 James Jackson Ave.
Carv, NC 27513
THESE PLANS HAVE BEEN AP;QOVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST
ENGINEERI,VG
'PEPARTMENT
V
07-211
?_2 --A
CITY OF RALEIGH PUBLIC U717ES DATE

®m
"ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF WAKF. FORE-ST, CITY OF RALEI(3H AND / OR NC DOT STANDARDS AND SPECIFICATIONS"
5 6 — I
6,ebu
7 —5 --, F
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7,504 SF
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7,504 SF
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NO PART OF RETAINING
F .B. 13007, PG. 2041 1141 SF
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DG FAMILY LLC 1C =39624' - 9,0 WK
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DATE: MARCH 25th, 20 15
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DATE: MARCH 25th, 20 15
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SSMH 11 (5)
RIM: 307,53'
INV IN: 297.44'
■
WATERLINE
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"ALL CONS TRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF WAKE FORES T, CITY OF ?,ALEIGH AND / OR NC T' STAN AND S PECIFICATIONS"
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Or/' Public FOR MORE IN.F"-',,RMATION
4z- BEASLEY AT [phone] OR ILILM�
'S ARE REQUIRED BASED ON D: 31REE OF HEALTH HAZARD INVOLVE
13 .CROSS-CONNECTION CONTROL PROTECI ION DEVICE.
-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS TNNORTH CAROLINA. THESE GUIDELINE
AS LISTED IN APPENDIX
A THE MINIMUM REQUIREMENTS, THE DEVICES SHALL MEET AMERICAN SOCIF-Y OF SANITARY ENGINEERING (ASS;
RE
STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVA.L LIST. THE DEVICES SHALL B
Tzl
TH INIIIAL AND PERIODIC TESTING THEREAFTER)
WETLAND INSTALLED AND TESTED (BO
ACCORDANCE WITH THE MANI TACRIRFR'S R,•COMMENDATIONS OR THE U,,CAL CROSS-CONNECTION CONTRO
PROGRAM, WHICHEVER IS MORE SITRINGFNT. CONTACT JOANIE ARTLEY AT [phone] 0
FEATURE POND
I MORE INFORMATION
OPEN SPACE
`2a nAQ QC: If) Q1 A('1
SSMH 4
OF WAKE FOREST
W 118 E F"I
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INV IN: 291A0'
SSM 2,
R 11111 2%02'
INV IN: 282,52'
INV OUT 289,90'
INV OUT� 2KOZ�
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4z- BEASLEY AT [phone] OR ILILM�
'S ARE REQUIRED BASED ON D: 31REE OF HEALTH HAZARD INVOLVE
13 .CROSS-CONNECTION CONTROL PROTECI ION DEVICE.
-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS TNNORTH CAROLINA. THESE GUIDELINE
AS LISTED IN APPENDIX
A THE MINIMUM REQUIREMENTS, THE DEVICES SHALL MEET AMERICAN SOCIF-Y OF SANITARY ENGINEERING (ASS;
RE
STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVA.L LIST. THE DEVICES SHALL B
Tzl
TH INIIIAL AND PERIODIC TESTING THEREAFTER)
WETLAND INSTALLED AND TESTED (BO
ACCORDANCE WITH THE MANI TACRIRFR'S R,•COMMENDATIONS OR THE U,,CAL CROSS-CONNECTION CONTRO
PROGRAM, WHICHEVER IS MORE SITRINGFNT. CONTACT JOANIE ARTLEY AT [phone] 0
FEATURE POND
I MORE INFORMATION
OPEN SPACE
`2a nAQ QC: If) Q1 A('1
SSMH 4
OF WAKE FOREST
RIM: 300,80'
INV IN: 291A0'
INV IN: 291.10'
ENGINEERING DEPARTMENT
INV OUT 289,90'
......
0
p rn
C
-7,
Or/' Public FOR MORE IN.F"-',,RMATION
4z- BEASLEY AT [phone] OR ILILM�
'S ARE REQUIRED BASED ON D: 31REE OF HEALTH HAZARD INVOLVE
13 .CROSS-CONNECTION CONTROL PROTECI ION DEVICE.
-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS TNNORTH CAROLINA. THESE GUIDELINE
AS LISTED IN APPENDIX
A THE MINIMUM REQUIREMENTS, THE DEVICES SHALL MEET AMERICAN SOCIF-Y OF SANITARY ENGINEERING (ASS;
RE
STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVA.L LIST. THE DEVICES SHALL B
Tzl
TH INIIIAL AND PERIODIC TESTING THEREAFTER)
WETLAND INSTALLED AND TESTED (BO
ACCORDANCE WITH THE MANI TACRIRFR'S R,•COMMENDATIONS OR THE U,,CAL CROSS-CONNECTION CONTRO
PROGRAM, WHICHEVER IS MORE SITRINGFNT. CONTACT JOANIE ARTLEY AT [phone] 0
FEATURE POND
I MORE INFORMATION
OPEN SPACE
`2a nAQ QC: If) Q1 A('1
W
Y'Afiamm, WAW
PLA'NNING DEPARTMENT FA-TE
I I - �5IIA
Ln2— GRAPHIC SCALE
DATE
1 inch = 60 ft.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST
ENGINEERING DEPARTMENT
DAT
J,
W
Y'Afiamm, WAW
PLA'NNING DEPARTMENT FA-TE
I I - �5IIA
Ln2— GRAPHIC SCALE
DATE
1 inch = 60 ft.

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36"
If ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF WAKE FOREST, CITY OF RALEIGH AND OR NCDOT STANDARDS AND SPECIFICATIONS It
L �Y
2 " INLET PIPE
BYPASS STRUCTURE1
NOT TO SCALE
F ° \
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1 1
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6 4
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8 g
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r
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DUT
ION WOVEN
61616=10 Mlowsm I �'w
4NIHR, PRIOR TO PLACEMENT OF THE PREPARED SOIL, A LABORATORY TEST MUST BE PERFORMED OT PHOSPHORUS AND PERCENT
INSTALLATION OF SOILS MUST BE DONE IN A MANNER THAT WILL ENSURE ADEQUATE FILTRATION. AFTER THE INVERT AREA OF THE PROPOSED FACILITY
HAS SEEN SCARIFIED, SOIL SHOULD APPLIED IN LIFTS OF 12 INCHES. LIFTS MAY BE APPLIED USING A SMALL TRACK MACHINE WILOW GROUND PRESSURE
SUCH AS A MINI HOE. LIFTS MAY BE LIGHTLY WATERED TO ENCOURAGE NATURAL COMPACTION. SOIL MEDIA MUST MAINTAIN AN INFILTRATION RATE OF I TO
2 INIHR AFTER PLACEMENT.
SOIL PREPARATION INSTALLATION
. «
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■
DATE: MARCH 25TH, 201 5
POND DETAILS
C -708
LEVEL SPREADER LIP
G
s LAYER#57 STONE
INSTALL EARTHERN BERM
« 'r
y._...._...
....... ,.. RIPARIAN BUFFER
TO CREATE LEVEL
SPREADER BLIND SWALE
,iPfi� ^s
9•
SIDE SCOPES 21 MAX
STORMWATER NI PIPE
a'PERFORATED PYG CLASSAR4PdiRF Y;. ,..
BLIND CHANNEL
i'
"'%"
�s j 3 F WIDE STRIP OF
UNpERDRAIN TO UNDERDRAPi
LINED FOREBAY
s .
j NONWOVEN C�EO7EX71iE
DAYLIGHT
FORESAY LINED WITH
CLASS A RIP RAF
PERFORATED PVC
UNDERDRAIN
P" FABRIC
' WV
CONCRETE
FOOTER
SECTION VIEW
CONCRETE LEVEL
SPREADER LIP
T WIDE 3' THICK R57 jTONE ON
0
NONWOVEN GEOTEX7,I EFABRIC
INLET RIPE
TO LEVEL SPREADER
i FT
PLAN VIEW
NONWOVEN GEOTEXTILE
FABRIC
GLASS A RIP RAP
LEVEL SPREADER A
LENGTH
CONCRETE LIP ELEVATION
FOREBAY
SUFRACE AREA
FOREBAY
76 FT
?92.50
117 RE
2 669
313M 94 SF
NOT TO SCALE
LEVELSPREADER
r
a " WASHED SAND
Will
DUT
ION WOVEN
61616=10 Mlowsm I �'w
4NIHR, PRIOR TO PLACEMENT OF THE PREPARED SOIL, A LABORATORY TEST MUST BE PERFORMED OT PHOSPHORUS AND PERCENT
INSTALLATION OF SOILS MUST BE DONE IN A MANNER THAT WILL ENSURE ADEQUATE FILTRATION. AFTER THE INVERT AREA OF THE PROPOSED FACILITY
HAS SEEN SCARIFIED, SOIL SHOULD APPLIED IN LIFTS OF 12 INCHES. LIFTS MAY BE APPLIED USING A SMALL TRACK MACHINE WILOW GROUND PRESSURE
SUCH AS A MINI HOE. LIFTS MAY BE LIGHTLY WATERED TO ENCOURAGE NATURAL COMPACTION. SOIL MEDIA MUST MAINTAIN AN INFILTRATION RATE OF I TO
2 INIHR AFTER PLACEMENT.
SOIL PREPARATION INSTALLATION
. «
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.IN
■C
■L
■
DATE: MARCH 25TH, 201 5
POND DETAILS
C -708