20201779 Ver 1_Meeting Request Review_20201118

ID#* 20201779
Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 11/18/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Deborah Shirley
[e-mail]
Depot 499
Lennar Carolinas, LLC (Attn: Stephen Dorn)
Wake
Owner Address: Street Address
1100 Perimeter Park Drive, Suite 112
Address Line 2
aty State / Frovince / Region
Morrisville NC
Rbstal / Zip Code Country
27560 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.
The purpose of this project is to construct a residential development and
necessary infrastructures. This project is located off of Apex Barbecue
Road and East of NC 540 in Apex, NC. There are proposed impacts to
streams, riparian buffers, and wetlands.
Please give a couple of dates you are available for a meeting.

11 /19/2020
11 /20/2020
11 /23/2020
11 /24/2020
11 /25/2020
Please attach the documentation you would like to have the meeting about.
030 LEN19090 C4.00 Overall Utility Plan.pdf 3.62MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
`JL"7 c57t3{- zkot,a_I�Lury
Submittal Date 11/18/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* U Yes U No

CLIENT
REVISIONS
PROJECT NO.LEN-19090
FILENAME
CHECKED BY RCA
DRAWN BY RLU
SCALE
DATE 08. 03. 2020
N0.DATE
1 09. 11. 2020 PER TOWN COMMENTS
2 10. 09. 2020 PER TOWN COMMENTS
X:\Projects\LEN\LEN-19090\04-Production\Engineering\Site Plan-Construction Drawings\Current Drawings\LEN19090-OAU1.dwg, 10/9/2020 10:09:09 AM, Updegrove, RichThe John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
DEPOT 499MASTER SUBDIVISION PLAN0 APEX BARBECUE ROADAPEX, NORTH CAROLINASHEET
PLAN INFORMATION
LENNAR
1100 PERIMETER PARK, SUITE 112
MORRISVILLE, NC 27560
PHONE: [phone]
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C4.00
LEN19090-OAU1
1"=200'
UTILITY PLAN
OVERALL
SEE SHEET C0.00 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE
AND UTILITY NOTES
AREA
"B"
AREA
"A"
AREA
"C"
AREA
"D"
AREA
"E"
AREA
"F"
KEY MAP
SIGNATURE BLOCK
EASEMENT LINE
TELEPHONE
UNDERGROUND ELECTRIC
GAS LINE
SANITARY SEWER
SEWER SERVICE LINE
OVERHEAD UTILITY
WATERLINE
WATER SERVICE LINE
UTILITY SLEEVE
PLUG
FIRE DEPARTMENT CONNECTION (FDC)
REDUCER
BACKFLOW PREVENTER
METER & VAULT
WATER VALVE
WATER METER
ARROW
SEWER FLOW DIRECTION
SANITARY SEWER MANHOLE
SEWER CLEAN-OUT
GREASE TRAP
BLOW-OFF ASSEMBLY
UTILITY LEGEND
POWER POLE
FIRE HYDRANT ASSEMBLY
YARD LIGHTS
LIGHT POLE
LINE BREAK SYMBOL
POST INDICATOR VALVE
VALVE IN MANHOLE
SEWER FORCE MAIN
TOWN OF APEX STANDARD NOTES
1.ALL WATER & SEWER LINES SHALL BE INSTALLED WITH A MINIMUM OF
THREE (3) FT OF COVER.
2.MAINTAIN 18” MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES.
3.VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION
AND NOTIFY THE ENGINEER IF CONFLICTS ARE ENCOUNTERED.
4.CONTRACTOR SHALL COORDINATE UTILITY RELOCATION OR
ABANDONMENT WITH LOCAL UTILITY COMPANIES AS REQUIRED.
5.ALL METERED CONNECTIONS TO TOWN POTABLE WATER SHALL HAVE A
TOWN-APPROVED BACKFLOW PREVENTION ASSEMBLY INSTALLED.
6.WATER AND SEWER SHALL BE SEPARATED AT LEAST 10 FT LATERALLY
FROM EXISTING OR PROPOSED SEWERS. WHERE LOCAL CONDITIONS
PREVENT A SEPARATION OF 10 FEET, THE WATER MAIN MAY BE LAID
CLOSER, PROVIDED THAT THE ELEVATION OF THE BOTTOM OF THE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER
WITH A HORIZONTAL SEPARATION OF AT LEAST THREE (3) FEET.
7.ALL NEW PUBLIC WATER AND SEWER LINES CONTAINED WITHIN A TOWN
OF APEX PUBLIC UTILITY EASEMENT WILL REQUIRE A WATER
DISTRIBUTION EXTENSION PERMIT AND/OR A GRAVITY SEWER
EXTENSION PERMIT PRIOR TO THE RELEASE OF CONSTRUCTION
DRAWINGS. ALL WATER DISTRIBUTION EXTENSION PERMIT
APPLICATIONS SHALL BE ACCOMPANIED BY A SEALED ENGINEER'S
REPORT PER THE TOWN OF APEX SPECIFICATIONS AND STANDARD
DETAILS. CONTACT THE ENGINEERING DIVISION AT 919-249-3394 TO
OBTAIN THE PERMIT APPLICATIONS.
8.A PLUMBING PERMIT ISSUED BY THE BUILDING INSPECTION DIVISION IS
REQUIRED FOR ALL PLUMBING SYSTEMS, INCLUDING STORM DRAINAGE
SYSTEMS, INSTALLED OUTSIDE THE PUBLIC RIGHT-OF-WAY OR A PUBLIC
UTILITY EASEMENT. THESE SYSTEMS SHALL BE INSPECTED AND
APPROVED BY THE PLUMBING INSPECTOR PRIOR TO COVERING.
CONTACT THE BUILDING INSPECTIONS DIRECTOR AT 919-249-3381 FOR
INFORMATION INCLUDING THE UTILIZATION OF A THIRD-PARTY
INSPECTION AGENCY.
9.IT IS THE RESPONSIBILITY OF THE OWNER OR HIS REPRESENTATIVE(S) TO
LOCATE AND IDENTIFY ALL EXISTING AND PROPOSED UTILITIES AND TO
CLEARLY IDENTIFY THEM ON THE APPROVED PLANS.
10.NO PRIVATE UTILITY EASEMENTS SHALL BE ALLOWED TO BE COUNTED IN
THE CALCULATIONS FOR BUFFERS, RCA, OR REQUIRED LANDSCAPE
AREAS.
EXISTIN
GAPEX B
A
R
B
E
C
U
E

R
O
A
D
(VARIA
B
L
E

W
I
D
T
H

P
U
B
L
I
C

R
/
W
)EXISTINGSOUTH SALEM STREET(60' PUBLIC R/W)EXISTINGCSX TRANSPORTATION, INC.(100' PUBLIC R/W)EXIST
INGNC-540(VARIABLE
W
IDTH
PUBL
IC
R/W)EXISTINGWOODALL CREST DRIVE(50' PUBLIC R/W)STREET "A"STREET "L"
STREET "M"
STREET "G"STREET "F"ALLEY "1"STREET "J"ALLEY "3"ASPEN RIVER LANEALLEY "6"STREET "C"ALLEY "7"STREET "D"STREET "D"STREET "G"STREET "F"ALLEY "2"STREET "J"ALLEY "4"ALLEY "8"STREET "E"ALLEY "5"ALLEY "9"STREET "C"ALLEY "11"ALLEY "12"WOODALL CREST DRIVE
STREET "E"
PHASING DIAGRAM
SCALE: NTS
PHASE 1
PH. 1 PHASE 3
PHASE 4
PH. 5 PH. 4 PHASE 6
PHASE 2
SCM "A"STREET "K"SCM "B"
GRAPHIC SCALE
0 100 200 400
1 inch = 200 ft.
SEE SHEET C8.00 FOR TYPICAL
STREET SECTIONS
EXISTING
UN-NAMED ROAD
(60' PUBLIC R/W)
FUTURE
DEVELOPMENT ALLEY "16"ALLEY "15"ALLEY "17"ALLEY "10"STREET "H"ALLEY "14"
ALLEY "13"STREET "I"FUTURE
DEVELOPMENT
SCM "C"
SCM "D"
SCM "E"
FUTURE
DEVELOPMENT
WOODALL CREST DRIVEX:\Projects\LEN\LEN-19090\04-Production\Engineering\Site Plan-Construction Drawings\Current Drawings\LEN19090-OAU1.dwg, 10/9/2020 10:09:02 AM, updegrove, 1:1