WQ0015931_Engineering Certification_20240328

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other Engineering Certification
Permit Number (IR) * W00015931
Applicant/Permittee TNGC Charlotte LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Donald Munday
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Engineering Certification
Phone Number*
704-664-7888
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https:Hedocs.deq.nc.gov/Forms/NonDischarge Monitori ng_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0015931
Has Current Existing permit number
Applicant/Permittee Address*
120 TRUMP SQUARE MOORESVILLE, NORTH
CAROLINA 28117
Facility Name*
Trump National Golf Club Charlotte WWTP
Please provide comments/notes
on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
TNGC Charlotte As Built Plans 3-14-24-Sealed.pdf 6.93MB
TNGC Charlotte Engineer Cert-Sealed.pdf 86.85KB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 3/28/2024

Permit No. WQ0015931 Reclaimed Water Generation and Dedicated Utilization
System
TNGC Charlotte LLC August 17, 2023
Trump National Golf Club Charlotte WWTP Iredell County
ENGINEERING CERTIFICATION
❑ Partial X❑ Final
1 Donald Munday, PE , as a duly licensed North Carolina Professional
Engineer, having X❑ periodically / ❑ fully observed the construction of the permitted modifications, do
hereby state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations: T-Max (Flow EQ Basin) has rectangular access hatches in lieu of round access
risers and lids.
The routing of the return line that starts at AX Max #2, Anoxic return & picks up bleed -off from AX Max #1
record line is above the pods, not below and also picks up the grinder and the Pond pump as it goes back
to the head of T-Max.
Donald Munday, PE
CAR04�
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Professional Engineer's Name
Piedmont Design Associates, PA
C-1007
Firm Name
Finn No.
125 East Plaza Drive, Suite 101
Address
Mooresville
NC
28115
City
State
Zip Code
[phone]
[e-mail]
Telephone
Email
Seal, Signature, and Date
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
WQ0015931 Version 5.0 Shell Version 230516 Page 12 of 12

SHEET INDEX
EXC-1
EXISTING CONDITIONS
PLAN
DEMO-1
DEMOLITION PLAN
U —1
WWTF
SITE PLAN
U-2
WWTF
PLAN PROFILE
U-3
WWTF
DETAIL PLAN —
PROFILE
U4
WWTF
DETAIL PLAN —
PROFILE
U-5
WWTF
DETAIL PLAN —
PROFILE
U-6
WWTF
DETAIL PLAN —
PROFILE
U— 7
WWTF
MISC. DETAILS
ORIGINAL
VWVrF
PLANS BY LAND DESIGN
•j.. j j 4 -tax - /�,Am 01 /11 � J,
VICINITY MA-PL
NO SCALE
As Built Date March 14, 2024
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7 276
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As -Built
PREPARED FOR:
01
APPROVED
By Nathaniel Thornburg at 3:17 pm, Aug 17, 2023
Know what's below.
Call before you dig.
OWNER/DEVELOPER:
TCW WASTEWATER MANAGEMENT,
5600 LAKEVIEW ROAD
CHARLOTTE, NC 28269
[phone]
PREPARED by:
INC.
ENGINEER:
PIEDMONT DESIGN ASSOCIATES, P.A.
,,.,►►►► ENGINEERING/SURVEYING/PLANNING
SUITE 181, WESTFIELD CENTER
27 125 EAST PLAZA DRIVE
MOORESVILLE NORTH CAROLINA 28115
►►►► [phone]
NCBELS No.: C-1007
SURVEYORS:
LDSI, INC.
291 WEST 29TH STREET
CHARLOTTE, NORTH CAROLINA 28115
[phone]
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PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES P.A.
Owner:
Approved:
Date of Issue:

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UW Water Line
FM Ex Force Main Sewer
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Part of 4625848012
TNGC Charlotte LLC
DB 2168-1361
PB 32-13
VICINITY MAP
NO SCALE
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GRAPHIC SCALE
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REVISIONS
BY
Date: 6/16/22
Scale- =10 Ft
1,� Contours
Drawn: ❑MD
Checked: DLM
Project: 2019-03-17—EC
Job: 2019-03-17—EC
Sheet
EXC-1
of Sheets

SURVEY INFORMATION PROVIDED BY:
LDS I, Inc.
201 WEST 29TH STREET
CHARLOTTE, NC 28206
704-337-8329
Existing Transformer Pad
Existing Office, Electrical Panels
& Blower Building
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EXISTING BUILDING TO BE RE -PURPOSED (TBD)
FOR USE OTHER THAN BLOWER HOUSING.
TN GC Charlotte LLC
DB 2168-1361
PB 32-13
ALL DRY UTILTIES (ELECTRICAL, COMMUNICATION,
AIR LINES, ETC. TO REMAIN IN GROUND. DISCONNECT
WIRING AT PANEL FROM LICENSED ELECTRICIAN.
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Fence Line
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FNl Ex Force Main Sewer
SS 55- Gravity Sewer
UNKN UNIT. Underground Electric
UCOM —KOM - Underground Communication
UNKN ` L,-,I Unknown Utility
Compressed Air
R/W Right -of -Way
FM Prop. Forcemain Sewer
EXISTING CHAIN LINK FENCING REMOVED FOR NEW
PLANT TO BE REPLACED WITH NEW IN LIKE KIND.
Existing Chain Link Fence
n— n H k_— k X -- X x X x x— x v
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EXISTING WWTF TO BE PUMPED FREE OF
ALL SOLIDS & LIQUIDS. ALL COMPONENTS REMOVED
AND DISPOSED OF LEGALLY. BACK FILL WITH FLOWABLE
FILL OR REMOVE ONCE NEW PLANT HAS BEEN ACCEPTED
BY ENGINEER, OWNER AND DEQ AND PLACED INTO SERVICE.
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TO THE HEAD OF THE NEW PLANT
.ET U-1.
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O 5 DAY UPSET POND
FAIN IN USE FOR NEW TREATMENT
=N 5 DAY UPSET P-- - --
'PED AND ABAND(
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Y — % 1[ YL.. X — X — x
NOTE:
ONCE FLOW HAS BEEN DIVERTED TO NEW WWTF AND
VALVE TO OLD PLANT HAS BEEN TURNED TO THE OFF
POSITION, CONTRACTOR TO CUT OLD LINE AND CAP
LINE TO OLD PLANT.
Know what's below.
C2111 before you dig.
GRAPHIC SCALE
U 5 10 x©
1 inch = 10 feet
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REVISIONS
BY
REV. PER COMMENTS 9Y
DEQ - NDPU L PLUMMER
OMD
(3/31/23)
Date: 12/20/22
5c01e: 0 Ft
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Drawn: ❑MD
Checked: DLM
Project: 2019-03-17—EC
Job: 2019-03-17—EC
Sheet
DEMO - 1
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0 1 Sheets

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SURVEY INFORMATION PROVIDED BY:
LDSI, Inc.
201 WEST 29TH STREET
CHARLOTTE, NC 28206
704-337-8329
CONTRACTOR TO INSTALL NEW FIBERGLASS BASIN
WITH NEW SIMPLEX GRINDER PUMP PACKAGE
TO HANDLE WASTE FLOW FROM EX. OFFICE
RESTROO M .
PROPOSED CONTROL PANEL UNIT FOR
PUMPS, UV, TUBIDIMETER & TELEMETRY.
ENCLOSURE TO BE NEMA 4X
PROPOSED NEW FENCE AROUND
TREATMENT AREA AND PONDS.
REPLACE WITH LIKE KIND.
NGC Charlotte LLC
DB 2168--1361
1 PB 32-13
Line Legend:
Svmbol Description
Fence Line
Water Line
Irv, Ex Force Main Sewer
is — 55 — Gravity Sewer
— UT401— UNKN — Underground Electric
licom—°c°_'} — Underground Communication
UNxN —UNK,. — Unknown Utility
Compressed Air
R;w Right -of -Way
FM Prop. Forcemain Sewer
PROPOSED TURBIDITY CHAMBER
SEE DETAIL ON SHEET U-7
p ed..12,ft Wid' _'AII
ropo -----------
: :llt�ater ice D.ri�:
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r - - -- - F tinC, Stage II Polishing Filter
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SEE SHEET U-6 FOR DETAILS
OR PON 10"
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& Blowr Building B 1 — �«'r� , FILTER MAINTENANCE BYPASS
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'� .�� ,'� g CONTRACTOR TO INSTALL SEDIMENT FENCING
I �+ NEW FACILITY IS PERMITTED
� 1 - � INSTALLED � , a AROUND EXISTING UPSET POND AND WET WEATHER
�
I AND CERTIFIED TO BE PLACED IN OPERATIION. y STORAGE POND DURING CONSTRUCTION TO PROTECT
�1 SEE SHEET DEMO-1 FOR .DETAILS. I ice- M l UNITS FROM STORMWATER RUNOFF/SEDIMENTATION.
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VICINITY MAP
NO SCALE
Conduit to AXMAX units run between
— fence and treament units, not between
ex. pond and treatment units.
Solenoid Bypass
Valves Located
inside UV Vault
J,�rN
PROPOSED (2) UV UNITS IN
SERIES & SAMPLE PORT. SEE SHEET
U-6 FOR DETAILS
PROPOSED POLISHING FILTER
SEE SHEET U 6 FOR DETAILS
Existing Wet Weather
Lined Storage Pond
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REVISIONS
BY
REV. PER COMMENTS BY
CEO - NBPU L PLUMMIER
DIVID
(12/20/22)
REV. PER COMMENTS BY
CEO - NCPU L PLUMMER
❑MD
(3/31/23)
REV. PER COMMENTS BY
CEO - NOPU Z MEGA
OND
(8/1/23i
AS BUILTS
(3/14/24)
I.
Dote: 6/16/22
Scale:
1' Contours
Drawn: DMB
Checked: DLM
Project- 2019-43-17-EC
Job-2019-43-17-EC
Sheet
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Call before you dig.
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES P.A. Owner: Approved- Date of issue:
Top 5ett
lir1911=10
Elev:$�}Gt
815.33
EQ
Elev:898-art Ele
814.15
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814.15
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Elev:$BC�tr
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FE ev:B$�-G�
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Future Connection (typ.)
u
Duplex PVU
Pumping System
(FUTURE)
Duplex PVU
Pumping System
AX-Max275-42
IPA
T-Max42
Flow EQ Tank
Safety Railing
Baffle Wall (typ.
Y O Recirc. Return
Valve (typ.)
u
2"0 Inlet From
5 Day Upset Pond
6"0 Gravity
Inlet (FUTURE)
6"0 Pressure
Inlet
2"O Return
Line to
Pre -anoxic
Vent Fan
Assembly (typ.)
4"0 Outlet to
Stage 2
Splice Box (typ.)
Carbon Filter Vent
1 "O Carbon
Feed Line Stub
4"O Inlet
(Stub out for
future connection)
Upflow
Filter
4"0 Flow -through
Port (Stub out to
allow future fittings)
AX-Max 125-42
Unit 42
Anoxic Pump Float Assembly
1.25"0 Anoxic Upflow Filter Pump
Return Line
3 "O Air Inlet
Hach Solitax
Turbidimeter
* Discharge
Float Assy.
NOTE:
ALL EXPOSED PIPING ABOVE GRADE
SHALL BE INSULATED AGAINST
FREEZING. INSULATION SHALL BE
RATED FOR OUTDOOR USE.
Stainless Steel
Bracket for
Turbidimeter
2"0 Discharge
plice Box (typ.)
Recirc. Floats
Recirc. Pumps
S Y S T E M S
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REVISIONS
BY
REV. PER COMMENTS BY
DEQ - NDPU L PLUMMER
DMD
(12/20/22)
REV. PER COMMENTS BY
DEQ - NDPU L PLUMMER
DMD
(3/31/23)
REV. PER COMMENTS BY
DEQ - NDPU Z. MEGA
DMD
(6/1 /23)
REV. PER COMMENTS BY
TREATMENT MFG. REP.
DMD
(8/7/23)
Date: 6/ 16/22
Scale: AS
SHOWN
Drawn: DMD
Checked: DLM
Project: 2019-03-17—EC
,lob: 2019-03-17—EC
Sheet
U-3
/D\ 8/7/23
0 7 Sheets

71-5 11
2"0 Discharge —
Lines (Stub
Out for future
connection) (typ.)
2"0 Discharge
Lines
FI
(4} 2110
Dischar
Lines
30110
Acce,,
Acce
Ladd,
421
Duplex PVU
Pumping System
(FUTURE)
30"0 Access
t :- Duplex PVU
`
0 0o Pumping System
4"0 Cross -over Tee
a
0 (PVL]95-1819)
ooa
7
Full Height
Baffle Wall
vvv.vv
SECTION B-B
91"
Install Unit on Bed
of 6" Washed Stone
rsh
TOP VIEW
oI ❑.. w asneci done 9- x1p 1 : V-allvAl4
ySE CTION A -A Return Line Inlet
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A.
Own er:
2"0 Inlet From
5 Day Upset Pond
6"0 Gravity
Inlet (Future
connection)
6"0 Pressure Inlet
2"0 Pre -anoxic
Return Line Inlet A
6"0 Gravity Inlet
(Future connection)
2"0 Inlet From
5 Day Upset Pond
52
NOTE:
ALL EXPOSED PIPING ABOVE GRADE
SHALL BE INSULATED AGAINST
FREEZING. INSULATION SHALL BE
RATED FOR OUTDOOR USE.
S Y
Approved:
`` %111 II►,,,,'s
CAROL/'',
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S T E M S
Date of Issue:
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REVISIONS
BY
REV, PER COMMENTS BY
DER - NDPU L. PLUMMER
DMD
(12/20/22)
REV. PER COMMENTS BY
DE4 - NDPU L PLUMMER
DMD
(3/31/23)
AS BUILTS
(3/14/24)
Dote: 6/16/22
Scale: AS
SHOWN
Drawn: DMD
Checked: QLM
Project: 2019-03-17-EC
Job: 2019-03-17-EC
Sheet
U-4
3/31 /23
❑ 7 Sheets

0z"S
805 _67
25
2"0 Inlet
3 0 tt
T
3 "0 Air Inlet
rl 814.15
++++++4444++++++++44+++++444+4+++++++44444+++++++
Hydraulic Lid
Supports typ.
1+4444++++++44+++++++++4#4444+++Fi444f+++++++44444++++++1
_F W►►
■ 806.92
YO Enclosure
Vent
2"0 Filtered -
Air Outlet
YO Recirc. Return
Valve
NOTE:
ALL EXPOSED PIPING ABOVE GRADE
SHALL BE INSULATED AGAINST
FREEZING. INSULATION SHALL BE
RATED FOR OUTDOOR USE.
Distribution
Spin Nozzles (typ.)
AdvanTex
Media
38" T
411 2211
8"00 �
806.92
SECTION B-B
Distribution
Spin Nozzles (typ.)
4++++++4+i4444+++++44+4+++++FF4{44++++++++♦F44++++++►444F+++►♦Fii4++++++►4+44+++++i►iii.F+++++44iif++++ii444i4+1 1 1 I++i44ii+++++i►+iiF++++++4444i4+++++4ii44++++++{i4444+++1 1 I h•+•+•�•.•••�•�•+•+•+•+•+•+•+•••.•+
Media., i� � Ili%i�� i 1 � 1.w
60" Baffle Wal
YO Recirc.
Return Valve
60" Baffle
Wall
�- 6-7 1
811.25 91T1
6"0 Recirc.
Transfer Line
Install Unit on Bed
of 6" Washed Stone
6"0 Recirc.—
Transfer Line
SECTION A -A
YO Enclosure
Vent
2"0 Filtered -
Air Outlet
3 "O Vent
2"0 Return Line
to Pre -anoxic
4"0 Gravity
Outlet
INV. OUT 811.29
5411
2611
0*4
3 811
T
2211
Y pn j-0
806.92
SECTION GC
Install Unit on Bed -
of 6" Washed Stone
Y W. !7
811.25
6"0 Recirc.
Transfer Line
Install Unit on Bed
of 6" Washed Stone
PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF PIEDMONT DESIGN ASSOCIATES, P.A.
1:1
450 Baffl
Wall
5 811
3011
* Recirc.
Pumps (typ)
* Float Functions & Pump Index
A
High Level Alarm 1 Lag Enable
B
Override Timer
C
Redundant Off 1 Low Level Alarm
Recirc.
MF3P
A
B
C
60 '1
561}
3211
Recirculation Pumps: PF751012
2" Filtered Air Outlet
3" Enclosure Vent
Vent Fan Assembly
2"0 Return Line
to Pre -anoxic
4"0 Gravity Outlet
Splice Box (typ.)
* Recirculation
Float Assembly
* Recirculation
Pumps
* Recirc. Float
Assembly
4"0 Gravity Outlet
INV. OUT 811.29
2"0 Return Line
to Pre -anoxic
(gT(:@:
S Y S T E M S
Own er: Approved:
Date of Issue:
= E
7 27
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As -Built
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REVISIONS
BY
REV. PER COMMENTS BY
DE4 - NDPU L. PLUMMER
DMD
(12/20/22)
AS BUILTS
(3/14/24)
Date: 6/ 16/22
Scale: AS
SHOWN
Drawn: pMp
Checked: QLM
Project: 2019-03-17-EC
Job: 2019-03-17-EC
Sheet
U-5
AA12/20/22
a 7 Sheet

4"O Inlet
INV. IN 811.10
4"O Inlet
(Stub out for
future connection)
3"O Air
Inlet
1 "O Carbon Feed -
Injection Line Inlet
(8" Stub -out)
1.25"0 Anoxic
Return Line
29"
24"
64"
AX-Max 125-42
Denite Unit Planview
Scale: I" 4'-0"
Distribution Spin
814.15 Nozzle (typ.)
24" 1"111MMEMMM111rol
Typical Filter
O—LMedia Section
45' Baffle 4"0 Flow -through
Port (Stub out for 3"O Recirc. 60" Baffle 45' Baffle —
Wall future fittings) g) Return Valve Wall Wall
9111 4"O Flow-
1 "O Carbon through Ports 58"
Feed Injection Stub out for
Line Inlet Stub (
future fittings 38" 6"0 Recirc.
25" both sides of 25" 24"
j baffle wall) j j 4" 2� Transfer Line
■
24" AdvanTex
i H Media (typ.)
4"0 Flow- -/
through Port
(Stub out for
future fittings
both sides of 58"
baffle wall)
Is
SLIF�7/Try/T/ .
r U1,31 R •1• 9,
SECTION B-B
Distribution
Spin Nozzles (typ.)
..
• A
Y QQ�QQ
806.56
SECTION A A
AdvanTex
Media (typ.) fl 'I
3"O Recirc.
Return Valve
6"0 Recirc.
Transfer Line
38"
4" 22"
SECTION C-C
60" Baffle
Wall 2"0 Discharge
tainless Steel
racket for Turbidimeter
2"0 Filtered Air Outlet
3"O Enclosure Vent
Vent Fan Assembly
Discharge Float Assembly
2"0 Discharge
large Pumps
C. Pumps
Hach Solitax
Turbidimeter
Vent Fan
Assembly
M,
L!A%VdCLWxM
2"0 Discharge
.4
29"
J_
* Recirc. Pumps
* Recirc. Floats -
25" 22'
4"
uui rsu.� •1.1•Jt•1•.
SECTION D D
45' Baffle Wall
FW
11_15 •
6"0 Recirc.
Transfer Line
* Float Functions & Pump Index
A
High Level Alarm / Lag Enable
B
Override Timer
C
Pump ON
D
Pump OFF
E
Redundant Off / Low Level Alarm
Upflow Recirc.
Discharge
Chamber M173P
M174P
MF3P A
A
C-
D
E
E 60" E
5811
58"
54"
5it
0
40"
32" 32"
Upflow Chamber Pump- PF751012
Recirculation Pumps. PF751012
Anoxic Pump- PF200512
Discharge Pumps- PF300512
* Discharge o O
Pumps
S Y S T E M S
,N CARq
i
- SEAL _
17327 _
As -Built
NOTE:
ALL EXPOSED PIPING ABOVE GRADE
SHALL BE INSULATED AGAINST
FREEZING. INSULATION SHALL BE
RATED FOR OUTDOOR USE.
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REVISIONS
BY
REV. PER COMMENTS BY
DEQ - NDPU L PLUMMER
DMD
(12/20/22)
REV. PER COMMENTS BY
DEQ - NDPU L PLUMMER
DMD
(3/31/23)
REV. PER COMMENTS BY
DEQ - NDPU Z. MEGA
DMD
(6/1 /23)
REV. PER COMMENTS BY
TREATMENT MFG. REP.
DMD
(8/7/23)
AS BUILTS
(3/14/24)
Date: 6/ 16/22
Scale: AS
SHOWN
Drawn: DMD
Checked: DLM
Project: 2019-03-17—EC
,lob: 2019-03-17—EC
Sheet
U-6
/D\ 8/7/23
0 7 Sheets

Min.
TrenclT
61'irlth 12„
I finish (irarle
�.
Surface Restoration
Match Mush grade materials as
m
d
shown on plans
U �
Trench Backfill
Native material
s a
Q Initial Backfill
u
3/4" minus crushed rock
Pipe Bedding
Coinpacted. clean native
Tracer 1T�ire
0,�
material or compacted sand
Pipe
..
0 Trench Foundation
Undisturbed native material or
3/4" minus crushed rock if
trench foundation stabilization
is required
Note:
All dimensions shown
are minimum and relative
to outside of pipe bell.
Mainline Testing:
Allowable Loss Gal/hr/1000ft
Test Pressure 3 in 4 in
b in
150 psi 0.23 0.37
0.55
125 psi 0.25 0.34
0.50
100 psi 0.23 0.30
0.45
TYPICAL SEXIER TRENCH DETAILS
ALL ELECTRICAL EXTERNAL
ENCLOSURES SHALL BE EQUAL TO
NQEHA 4x OR GREATER.
NP TROUGH
TRANSFORMER■
"AIFi
CONTROL PANEL
le VADE x 4" DEEP
VEATHERPROCF DUPLEX
GFCI RECEPTACLE
3 - 2' THREADED ALUMINUM
MCD CONDUIT
OWL051►E PROOF
SEAL (TYP.)
3 PHASE GENERATOR SERNCE
C69WT BREAKER
CID D IMALE�IH
300D PS CONCXiETE RECEPTACLE
TRANSITION FROM MIAD
ALUMINW CONDUIT TO
PVC AT BEND BELOW
GRADE
AU70MATIC TRANSFER SMTC H
W ILO X,T;7RILTOR
Ta BE , BY CONTRACTOR
APPROX 30' WIDE X Ir DEEP
STEEL CHANNEL
SECTION C4,
7.25 LBS.AFT.
3" GALVANIZED PIPE
(9CHM)
3 PHASE SERVICE ENTRANCE
CIRCUIT BREAKER
TXUTY
U
ETFR
2" YIN. THREADED
ALUMOM MD CONDUIT
INC'OWNO
POWER
30W PSI
CONCRETE:
APPROXNATE GENERATOR SIZE
IS BO" LONG % 30" VIDE
ELECTRICAL EQUIPMENT SCHEMATIC.
N. T.S
Fiberglass Gasketted
Lid with Stainless Steel Bolts
(insulation optional)
Finished Grade
Access Riser (12" O)
Toning Wire
Isolation Valve
(supplied by others)
Mouse Holes
Main Line
ISOLATION VALVE DETAIL
Itr5.
D")
3'-O' Y7N
MiER
SIX ,a I,aeV s
NOTE
•-a
vu-;
ra' No
I
rErtll [ wATOL (uIIDIaI)
B+
NOTE,
1: ALL REFERENCES TO SEWER IN THIS FIGURE AREA SANITARY SEWER.
REFER TO EARTHWORK SPECIFICATIONS FOR SEPARATION OF STORM SEWERS
AND SANITARY SEWERS.
2: WHEN WATER MAIN IS ABOVE SEWER, BUT LESS THAN 18` CLEARANCE,
OR WHEN THE SEWER IS ABOVE THE WATER MAIN AND THE SEWER LINE
SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS
ECNUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE
MEASURED AT RIGHT ANGLES TO THE SEY&R OF 10 FEET ON
EACH SIDE OF THE CROSSING.
RELA Tlanr CIF wA TER MAINS
TO SANITARY SEINER MAINS
HORIZONTAL THRUST BLOCKS
MIN. BEARING AREA IN SQUARE FEET
Pipe Size
in
Inches
Tees, Wyes
& Dead
Ends
90'
Bend
45'
Bend
11 1 /4'
22 1 /2'
Bend
4 & Smaller
0.94
1.33
0.72
0.37
6
2.12
3.00
1.62
0.83
NOTES:
I.Concrete thrust blocking to be poured against undisturbed earth.
2. Keep concrete clear of joint and accessories.
3. Above bearing areas and volumes are calculated at a soil bearing
capacity of 2000 PSF and a test pressure of 150 PSI.
THRUST BLOCKING DETAILS-
M. TS
UPSET BYPASS VALVES LOCATED WITHIN
PRECAST UV VAULT
24VAC.Solenoid
Valve to Control Panel
3" OutletAffo
Normally Open
From Treatment ('1'o Irrigation)
rmally Closed
Upset Pond)
24VAC Solenoid Normally Open
Valve to Control Panel ("1'o Irrigation)
From 'Treatment 3" Outlet Normally Closed
(To Upset Pond)
UPSET BYPASS DETAIL
Z
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REVISIONS
BY
REV. PER COMMENTS BY
QEQ - HDPU L PLUMMER
DMD
(12/20/22)
REV. PER COMMENTS EY
OEQ - NOPU L PLUMMER
DMD
(3/24/23)
REV. PER COMMENTS BY
DEQ - NOPU Z. MEGA
DMD
(8/1/23)
AS BUILTS
(3/14/24)
Date: 6/16/22
Scale: AS
SHOWN
Drawn: DMD
Checked: DLM
Project: 2019-03-17- EC
Job:2019-03-17-EC
Sheet
U - 7
AA s,1,23
of 7 Sheets