WQ0043463_Engineering Certification_20230501

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) * W00043463
Applicant/Permittee Cedar Run Capital, 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* Natalie Dell
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*
9143090071
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:*
WQ0043463
Has Current Existing permit number
Applicant/Permittee Address*
2405-F Nash Street, Wilson, NC 27896
Facility Name*
Family Dollar - Currie WWTF
Please provide comments/notes on your current submittal below.
This is for certification.
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.)
Certification Submittal.pdf 35.43MB
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
�I�taG� Owl
Submission Date 5/1/2023

Permit No. WQ0043463
Cedar Run Capital, LLC
Family Dollar — Currie WWTF
ENGINEERING CERTIFICATION
❑ Partial © Final
Wastewater Irrigation System
December 9, 2022
Pender County
1, _J,¢m&5 W. AC.G4 _40 , as a duly licensed North Carolina Professional
Engineer, having © periodically / ❑ fully observed the construction of the permitted facilities, 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 02T, 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: 1.Q 4-r7oAj c94.i _s ro Sz�Si� ►Vrl l&A
0
JA.u&_Y . 110y_ 19
�•�`a�'� FES jO
. a
= pg1
;
Professional Engineer's Name
M qt/ r cp4am
Firm Name
Firm No.
6027L v TOw�P ruT I926vG
Address
City
State
Zip Code
o4K 04-1. ZSB9
' alia reed,
Telephone
Email
Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0043463 Version 1.0 Shell Version 200201 Page 11 of 11

21 March 2023 ARm
NC Division of Water Resources III k
Attn: Lauren Raup-Plummer Geothermal, Environmental,
1617 Mail Service Center & Well Drilling
Raleigh, NC 27699
Re: Family Dollar, Montague RD (ARM Project 220216/2230121)
Pender County, North Carolina -Additional Information
Ms. Raup-Plummer,
This report presents the results of additional soil and site testing for the above referenced
property in accordance with guidance from NCDEQ February 17, 2023 regarding site
testing for the above noted property to satisfy item 7 for the permit of record.
Site Preparation:
As of March 16, 2023, the proposed wastewater system was constructed, and the
following observations were noted:
• Approximately 14"-16" of the natural soil was removed. This appears to be
the A horizon that was noted to be the most restrictive layer from the initial
testing.
• A coarse grain sand consistent with C33 or 2S sand was incorporated with
the natural soil to a depth of approximately 8 inches across the proposed
application area.
• The coarse grain sand fill material appears to have been built up
approximately 24" above the natural site grade.
• The static water table was noted to be 26"-28" below the sand fill surface at
the time of the site -specific testing.
Conductivity Testing
(refer to Figure 1, Appendix A)
The Saturated Hydraulic Conductivity (Ksat) of the coarse grain fill material and the
incorporation zone was performed to verify the loading rates are substantially
higher than the previous testing. The tested depths were noted to be in saturated
and unsaturated conditions. The saturated hydraulic conductivity of the
unsaturated coarse grain sand fill was measured with a compact constant head
permeameter (CCHP) from Ksat, INC. Tests and result calculations were
conducted in accordance with the User Manual from Ksat, INC. The saturated
hydraulic conductivity of the coarse grain sand fill could not be measured due to
the extreme porosity of the material. The CCHP could not refill quicker than the
permeability of the fill material. The saturated hydraulic conductivity of the fill
material is assumed to be greater than 20 inches per hour. A test specific data
sheet for each test was prepared and is provided in Appendix A.
Applied Rcoourof Management, PC
P 0. Box 552, 257 Transfer Station KoaA. Hampstead, NG 25443, 910.270.2919, Fax [phone]

The saturated hydraulic conductivity tests for the saturated fill/natural soil
incorporation zone were conducted using the slug test method. Slug tests were
performed utilizing a monitoring well that was constructed utilizing a two-inch PVC
screen encased in a four -inch boring. The screen was encased in a gravel pack.
The tested layer was isolated using a bentonite grout above the gravel packed
screen. Test data was input into AquiferTest version 3.5 from Waterloo
Hydrogeologic, INC. The results were analyzed utilizing the Bouwer and Rice
method. A test specific data sheet was prepared for each location and is provided
in Appendix A.
The saturated hydraulic conductivity within the incorporated zone was noted to
range between 13.4 inches per hour and 17.9 inches per hour with a geometric
mean of 15.8 inches per hour. Results are summarized in Table 1 below.
Location
Conductivity
(In/Hr)
MW 1 - Test 1 Slug Test
16.87
MW 1 - Test 2 Slug Test
15.45
MW 2 - Test 1 Slug Test
17.05
MW 2 - Test 2 Slug Test
14.85
MW 3 - Test 1 Slug Test
13.4
MW 3 - Test 2 Slug Test
17.9
Geometric Mean
15.8
Based on this most recent testing, the incorporated zone appears to have a
saturated hydraulic conductivity that is greater than the previously measured
natural soil. It appears that the wastewater will transfer into the natural soil.
Furthermore, it appears that the saturated hydraulic conductivity of the coarse
grain sand fill is greater than the incorporated zone. It appears that the
wastewater should disperse away from the drip tubing and transfer into the
incorporation zone.
Standard Soil Fertility Sample
Soil samples were collected from the coarse grain sand fill application area. Composite
samples were composed of 10-12 soil cores taken at a depth of 4 inches from the fill
surface at random locations within each proposed disposal area. The results of the
tj

Standard Soil Fertility Analysis have not been returned at the time of this report, however;
the results will be forwarded when available.
Should you have any questions or concerns please do not hesitate to contact me at
[phone].
Sincerely,
Walter D. Giese, LSS
Project Manager
3
1 `g°-V

+ est Well
mit6hng/T
(app
CCHP Test Location
(awroximate)
Applied Resource
Management, F. C.
Hampstead, NC 28143
adapted from previous plan by McKimm 8l Creed
TITLE: Montague RD
Pender County, NC
220 16/ I 1'=50' 1 3/21/23 I GY
g dated 918122
FIGURE:

Appendix
• CCHP Data Sheets
• Slug Test Data Sheets

CCHP
Data Sheets

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Slug Test
Data Sheets

Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
Test Well: MW 1
Depth to Static W L: 4.2 [ft]
Location: Montague Rd1421 Currie
Recorded by:
Date: 3/16/2023
1
2
3
4
5
6
7
8
9
10
11
12
Time [s]
0
5
10
15
20
25
30
35
40
45
50
55
Slug Test Data Report
Project: Montague Family Dollar
Number: 230121
Client: Stocks and Taylor Constructino Page 1
Slug Test: MW 1, Test 1
Test Well: MW 1
Cpsing radius: 0.083 [ft]
Boring radius: 0.166 [ft]
Screen length: 0.5 [ft]
Aquifer Thickness: 0.79 [ft]
Depth
to WL [ft]
Drawdown [ft]
0.00
-4.20
-3.10
-1.80
1.10
2.40
3.10
-1.10
-0.70
3.50
3.65
-0.55
-0.45
-0.35
-0.30
3.75
3.85
3.90
4.00
-0.20
4.00
-0.20
4.00
-0.20

Waterloo Hydrogeologic, Inc. Slug Test Analysis Report
460 Philip Street - Suite 101 Project: Montague Family Dollar
Waterloo, Ontario, Canada Number. 230121
Phone: [phone] Client: Stocks and Taylor Constructino
MW 1. Test 1 18ouw er & local
TIME) [s] • wV 1
0 11 22 33 44 55
•
•
•
SIN
1E-1
•
Slua Test: MW 1, Test 1
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well: MW 1
Casing radius: 0.083 [ft]
Screen length: 0.5 [ft]
Boring radius: 0.166 [ft]
Comments:
Oft 0,110 [ft]
Conductivity: 3.37E+1 [ftldj
Aquifer Thickness: 0.79 [ftj
Gravel Pack Porosity 25
Evaluated by.
Evaluation Date: 32112023
Quick Notes Page 2

a
y
Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
Slug Test Data Report
Project: Montague Family Dollar
Number: 230121
Client: Stocks and Taylor Constructino Page 1
Test Well: MW 1
-- -
Depth to Static WL: 4.2 [ft]
Slug Test: MW 1, Test 2
Test Well, MW 1
J Casing radius: 0.083 [ft[
Location:
Montague Rd1421 Currie
Boring radius: 0.166 [ft]
Recorded by:
Screen length: 0.5 [ft]
Date:
1
3/16/2023
Time [s]
0
Aquifer Thickness: 0.79 [ft]
Depth to WL [ft] Drawdown [ft]
0.00 -4.20
2
5
1.20
-3.0o
3
10
2.60
-1.60
4
15
3.40
-0.80
5
20
3.60
-0.60
6
25
3.70
-0.50
7
30
3.75
-0.45
8
35
3.85
-0.35
9
40
3.92
-0.28
10
1
45
3.96
-0.24
11
50
4.00
-0.20
12
55
4.05
-0.15
13
60
4.05
-0.15
Quick Notes Page 2

I
1E1
Waterloo Hydrogeologic, Inc. slug Test Analysis Report
460 Philip Street - Suite 101 Project: Montague Family Dollar
Waterloo, Ontario, Canada Number. 230121
Phone: [phone] Client: Stocks and Taylor Constructino
MW 1, Test 2 [Bouw at 8 F&ej
Time [s]
0 12 24 36 48 60 • MW 1
•
•
•
•
•
•
•
•
Slua Test. MW 1, Test 2
Analysis Method. Bouwer & Rice
Analysis Results: Conductivity: 3.09E+1 [fVd]
Test parameters: Test Well: MW 1 Aquifer Thickness: 0.79 [ft[
Casing radius: 0.083 [ft] Gravel Pack Porosity {96) 25
Screen length: 0.5 [a]
Boring radius: 0.166 [ft]
Comments:
r(eff): 0.110 [it]
Evaluated by.
Evaluation pate: 312112023
Quick Notes Page 2

Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
Slug Test Data Report
Project: Montague Family Dollar
Number: 230121
Client: Stocks and Taylor Constructino Page 1
Test Well:
MW 2
Slug Test: MW 2, Test 1
Test Well: MW 2
Depth to Static WL: 4.5 [ft]
Casing radius: 0.083 (ft]
Location:
Montague Rd/421 Currie
boring radius: 0.166 [ft]
Recorded by:
Screen length: 0.5 [ft]
Date:
3/16/2023
Aquifer Thickness: 0.5 [ft]
Time Is]
Depth to WL (ft]
Drawdowa
(ft] -
-4.50
1
0
0.00
2
5
1.70
-2.80
3
10
3.50
-1.00
4
15
4.00
-0.50
5
20
4.10
-0.40
6
25 T�w
4.20
-0.30
7
30
4.30
-0.20
8
35
4.35
-0,15
9
40
4.35
-0.15
10
45
4.35
-0,15
Quick Notes Page 2

Hydrogeologic, Inc.
Slug Test Analysis Report
Project: Montague Family Dollar
460 Philip Street - Suite 101
INWaterloo
Number: 230121
Waterloo, Ontario, Canada
Phone: [phone]
Client: Stocks and Taylor Constructino
MW 2, Test
1 [Bouw er & Rice]
0 9
18
Time [s]
27
36
45 a MW 2
•
•
1E1
•
A
Slug Test: MW 2, Test
1
Analysis Method: Bouwer &
Rice
Analysis Results:
Conductivity:
3.41 E+1 ftld]
Test parameters: Test Well:
MW 2
Aquifer Thickness.
0.5 ]ft]
Casing radius:
0.083 [ft]
Gravel Pack Porosity (j
25
Screen length:
0.5 [ft]
Boring radius:
0.166 [ft]
r(eff):
0.110 [ft]
Comments:
Evaluated by:
Evaluation Date:
3121,202:z

Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
Slug Test Data Report
Project: Montague Family Dollar
Number: 230121
Client: Stocks and Taylor Constructino Page 1
Test Well: MW 2
Depth to Static WL: 4.5 [ft]
Slug Test: MW 2, Test 2
Test Well: MW 2 - -
Casing radius: 0,083 [ft] !�
-
Location:
Montague Rd/421 Currie
Boring radius: 0,166 [ft]
Recorded by:
Screen length: 0,5 [ft]
Dater
-
3/1612023
Time [s]
Aquifer Thickness: 0.5 [ft]
Depth to WL [ft] Drawdown Ift]
1
0
0.00
- -
4.50
2
5
2.90
-1,60
3
10
3.60
-0.90
4
15
3.90
-0.60
5
20
4.10
-0.40
6
25
4.20
-0.30
7
30
4.30
-0.20
6
1
35
4.30
-0.20
9
40
4.30
-0.20
Quick Notes Page 2

Waterloo Hydrogeologic, Inc, Slug Test Analysis Report
460 Philip Street - Suite 101 Project: Montague Family Dollar
Waterloo, Ontario, Canada Number. 230121
Phone: [phone] Client: Stocks and Taylor Constructlno
UN 2, Test 2 [Bouw er 8 Rice]
Time [s]
0 ## 16 24 32 40 L MN 2
A
1E1
Slua Test: MW 2, Test 2
Analysis Method: Bouwer & Rice
Analysis Results:
A
A
Conductivity: 2.97E+1 [ft/d]
Test parameters: Test Well: MW 2 Aquifer Thickness: 0.5 [ft]
Casing radius. 0.083 [it] Gravel Pack Porosity (°h) 25
Screen length: 0.5 [ft]
Boring radius: 0.166 [ft]
Comments:
Off): 0.110 [ft]
Evaluated by -
Evaluation Date 3l210023
Quick Notes Page 2

Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone: [phone]
slug Test data Report
Project: Montague Family dollar
Number. 230121
Client: Stocks and Taylor Constructino Page 1
Test Well:
MW 3
Slug Test: MW 3, Test 1
Test Well: MW 3
Depth to Static WL: 4.42 ]ft]
Casing radius: 0.083 [h]
Location:
Montague Rdl421 Currie
Boring radius: 0.166 [fl]
Recorded by:
Screen length: 0.5 [ft]
Dale:
3/16/2023
Aquifer Thickness: 0.75 ]ft]
Time [s]
depth to WL [ft]
Drawdown Ift]
1
a
0.00
-4.42
2
5
1.90
-2.52
3
10
3.30
-1.12
4
15
3.75
-0.67
5
20
3.95
-0.47
6
25
4.05
-0.37
7
30
4.15
-0.27
a
35
4.20
-0.22
9
40
45
4.21
-0.21
10
4,23
-0.19
11
50
4.25
-0.17
12
60
4.26
-0.16
13
65
4.27
-0.18
Quick Notes Page 2

i Waterloo Hydrogeologic, Inc. Slug Test Analysis Report
460 Phillip Street - Suite 101 Project: Montague Family Dollar
y Waterloo, Ontario, Canada Number. 230121
Phone: [phone] Client: Stocks and Taylor Constructino
3
Md+13, Test 1 [Bouw er & Rice¢
[s] Time
0 13 26 39 52 65 V NW 3
T
♦
Y
Slug Test: MW 3, Test 1
Analysis Method: Bouwer & Rice
Analysis Results:
Test parameters: Test Well:
Casing radius.
Screen length:
Boring radius:
Comments:
r{eff}:
Conductivity: 2.68E+1 [ftld]
()3,y nn1i,r)
MW 3 Aquifer Thickness: 0.75 [ft]
O.OM [ft] Gravel Pack Porosity {%} 25
0.5 [ft]
0.166 [ft]
0.110 [ft]
Evaluated by
Evaluadan tole- 3l2112023
Quick Notes Page 2

Waterloo Hydrogeologic, Inc.
460 Philip Street - Suite 101
Waterloo, Ontario, Canada
Phone, [phone]
Slug Test Data Report
Project: Montague Family Dollar
Number,. 230121
Client: Stocks and Taylor Constructino Page 1
Test Well:
MW 3
Slug Test: MW 3, Test 2
Test Well: MW 3
-
Depth to Static WL: 4.3 [ft]
Casing radius: 0.0133 [ft]
--
Location:
Montague Rd1421 Currie
Boring radius: 0.166 [ft]
Recorded by:
Date,
-- -
1
3/16/2023
rime [s]
0
Screen length: 0.5 [ft]
Aquifer Thickness: 0.75 [ft]
Depth to WL [01 Drawdown [tl[ - — -
0.00 4.30
2
5
2-70
-1.60
3
10
3.30
-1.00
4
15
3-65
-0.65
5
20
3-90
-0.40
6
25
4.00
-0.30
7
30
4.10
-0.20
a
35
4-15
-0.15
9
40
4.21
.0.09
10
45
4.21
-0.09
11
50
4.22
-0.0a
12
55
425
-0.05
13
60
4.25
-0.05
14
65
4.25
-0.05
Quick Notes Page 2

1 E•1
Waterloo Hydrogeologic, Inc. Slug Test Analysis Report
460 Philip Street - Suite 101 Project: Montague Family Dollar
Waterloo, Ontario, Canada Number. 230121
Phone: [phone] Client: Stocks and Taylor Constructino
NW 3, Test 2 [Bouw er & face]
Tore [s]
0 13 26 39 52 65 T frIVN 3
\V
T
\ v
V V
i
Slug Test: MW 3, Test 2
Analysis Method. Bouwer & Rice
Analysis Results:
Test parameters: Test Well:
Casing radius:
Screen length:
Boring radius:
Comments:
r(eff):
MW 3
0.083 [ftj
0.5 [ft]
0.166 [ft]
0.110 [ft]
Conductivity:
Aquifer Thickness:
Gravel Pack Porosity (%)
3.58E+1 [ft/dj
0.75 [ftj
25
Evaluated t y
Evaluatlon Date: MV2023
Quick Notes Page 2

Family Dollar WWTF — Currie
General Process Description, Operation and Maintenance Plan, Residuals Management
Plan, and Power Reliability Plan
(The intent of this document is to comply with the permit requirements to provide a brief
process description, O&M plan, residuals management plan, and address emergency
power supply for the facility.)
Description
The Family Dollar WWTF is designed to serve the wastewater treatment and disposal needs for
the Family Dollar convenient store in Currie, NC. The design capacity of the WWTF is 260 GPD
The plant is designed to provide effluent quality suitable for drip irrigation disposal in
accordance with the NCDEQ Non -Discharge Wastewater Irrigation Systems permit.
The proposed WWTF includes a 1,000-gallon precast septic tank with effluent filter, 1,300
gallon recirculation tank with two parallel AX20 textile filter treatment systems, ultraviolet
disinfection, 1,500 gallon precast storage tank with effluent pump station, and drip irrigation
disposal.
General Operational Requirements
The Family Dollar WWTF will maintain certified wastewater treatment system operators to
operate, monitor, and maintain the treatment process and equipment. General operational
responsibilities include the following:
1. Comply with NCDEQ rules and regulations as defined in the permit.
2. Monitor, operate, and maintain the treatment facilities.
3. Maintain required records of treatment operations, maintenance, residuals disposal,
chemical usage, etc.
4. Perform required compliance testing in accordance with permit requirements.
5. Submit monitoring and other reports as required by NCDEQ.
6. Implement operational procedures for dealing with emergency situations.
7. Comply with safety rules and regulations.
8. Response to Upsets including control, containments and remediation- Audible and Visual
alarms shall be provided for the WWTF.
9. Report any line breaks or spills to the proper authorities. Emergency contact information
posted on signage at the control panel is as follows:
AQWA
Emergency Contact Phone: [phone]
Email: infogagwa.net
Office Address: 1507 Drexel St N, Wilson, NC 27893
Mailing Address: 2604 Wilson, NC 27896
Telephone: (888) 552-AQWA or [phone]
Fax: [phone]

General Operation & Maintenance Requirements and Plan
Maintenance of the wastewater treatment and disposal system generally includes the following:
1. Provide preventive maintenance of equipment as required per manufacturer's instructions
including valves and valve actuators, pumps and motors, chemical feed systems,
instrumentation and control, samplers, etc.
2. Prepare a preventive maintenance schedule, keep maintenance records updated.
3. Maintain necessary tools and supplies on -site for proper maintenance work.
4. Perform field sampling, testing, and process control activities required to optimize the
performance of the facility.
5. Repair any broken equipment or piping leaks as required.
6. Keep spare parts, piping repair equipment, etc. in inventory for emergency use and
repairs.
7. Provide for general housekeeping and grounds maintenance.
Residuals Management Plan
1. Residuals will be stored within the tankage of the system and will be disposed of as
needed to maintain operational needs and requirements but shall be at a minimum
removed once every three years.
2. Residuals will be disposed of via contract with licensed sludge hauler Lewis Farms.
Power Reliability Plan
The WWTF is designed with sufficient storage capacity with no existing potential for overflow.
The storage tank has the capacity for 1,500 gallons. At 260 gpd, this would provide 5.77 days of
storage (1,500 gallons/260 gallons/day). Additionally, there will be a hook-up for a portable
back-up generator that can be obtained during instances in which a generator will be needed.

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1 1 ABBREVIATIONS
1SFD
1 STORY FRAMED DWELLING
1SBKBUS
1 STORY BRICK BUSINESS
A
AIR
AC
ASBESTOS CEMENT
AL OR ALUM
ALUMINUM
ASPH
ASPHALT
ARV
AIR RELEASE VALVE
BC
BACK OF CURB
BFV
BUTTERFLY VALVE
BK
BRICK
BO
BOLLARD
BOV
BLOW OFF VALVE
BV
BALL VALVE
CAN
CABLE TELEVISION
CB
CATCH BASIN
C&G
CURB AND GUTTER
CHIN
CHAIN
CI
CURB INLET
C L,
CENTERLINE
CMP
CORRUGATED METAL PIPE
CMU
CONCRETE MASONRY UNIT
CO
CLEAN OUT
CON
CONCENTRIC
CONIC
CONCRETE
CPLG
COUPLING
CPP
CORRUGATED PLASTIC PIPE
CS
COMPOST SOCK
CSF
COMBO SILT TREE PROTECTION FENCE
CWTD
CLEAN WATER TEMPORARY DIVERSION
CV
CHECK VALVE
D
DRAIN
DI
DROP INLET DUCTILE IRON
DIP
DUCTILE IRON PIPE
D W
DRIVE WAY
DUCT
DUCT BANK
DWG
DRAWING
EL OR ELEV
ELEVATION
EOG
EDGE OF GRAVEL
EOI
END OF INFORMATION
EP, EOP
EDGE OF PAVEMENT
EX
EXISTING
EXP
EXPANSION
LP
LIGHT POLE
LT
LIGHT
FICA
FLANGE COUPLING ADAPTER
FD
FLOOR DRAIN
FDC
FIRE DEPARTMENT CONNECTOR
FH
FIRE HYDRANT
FHA
FIRE HYDRANT ASSEMBLY
FLG
FLANGE
FLR
FLOOR
FM
FORCE MAIN
FRP
FIBERGLASS REINFORCED PIPE
FO
FIBER OPTIC
GL
GUTTER LINE
GM
GAS METER
GRAV
GRAVEL
GTS
GAS TEST STATION
GV
GAS VALVE
GW
GUY WIRE
HB
HOT BOX
HDPE
HIGH —DENSITY POLYETHYLENE
HP
HIGH POINT
HWL
HIGH WATER LEVEL
INV
INVERT ELEVATION
IPF
IRON POST FOUND
JB
JUNCTION BOX
JT
JOINT
LF
LINEAR FEET
LOD
LIMITS OF DISTURBANCE
LP
LIGHT POLE
LSA
LANDSCAPE AREA
LWL
LOW WATER LEVEL
MB
MAIL BOX
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MTL
METAL
MJ
MECHANICAL JOINT
N.C.
NORMALLY CLOSED
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
NWL
NORMAL WATER LEVEL
OHE OE
OVER HEAD ELECTRIC
0 F
OVERFLOW
OU
OVER HEAD UTILITIES
PE
PLAIN END
PIV
POST INDICATOR VALVE
POLY
POLYMER
PP
POWER POLE
PRV
PRESSURE REDUCING VALVE
PV
PLUG VALVE
PVC
POLY VINYL CHLORIDE
PW
POTABLE WATER
RCP
REINFORCED CONCRETE PIPE
REC
_
PER RECORD
RED
REDUCER
RFCA
RESTRAINED FLANGE COUPLING ADAPTER
RJ
RESTRAINED JOINT
RK
ROCK
R W, ROW
RIGHT OF WAY
S
SIGN
SDMH
STORM DRAIN MANHOLE
SF
SILT FENCE
SS
SANITARY SEWER
S.S.
STAINLESS STEEL
SSF
SUPER HIGH HAZARD SILT FENCE
SSMH
SANITARY SEWER MANHOLE
STA
STATION _-
SUE
SUBSURFACE UTILITY ENGINEERING
S W
SIDE WALK
SVC
SERVICE
TBM
TEMPORARY BENCH MARK
TC
TERRA COTTA
TLP
TRAFFIC LIGHT POLE
TOB
TOP OF BANK
TOC
TOP OF CONCRETE
TH
TEST HOLE
TPF
TREE PROTECTION FENCE
TSBOX
TRAFFIC SIGNAL BOX
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
UNK
UNKNOWN
VAR
VARIABLE
VCP
VITRIFIED CLAY PIPE
WD
WOOD
WL
WATER LINE
WM
WATER METER
WV
WATER VALVE
WWF
WELDED WIRE FABRIC
XP
CROSS LIGHT POLE
YI
YARD INLET
REV.NO.
DESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
B
REVISIONS PER NCDEO REQUEST FOR ADDITIONAL INFORMATION DATED NOV. T5, 2022
11.21.2022
A
REVISIONS PER NCDEO REQUEST FOR ADDITIONAL INFORMATION DATED AUG. 15, 2022
09.01.21122
REVISIONS
7 1 GENERAL NOTES
1. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE APPLICABLE SAFETY STANDARDS AND REQUIREMENTS.
2. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INSPECTIONS WITH THE ENGINEER AND PENDER COUNTY.
3. THE CONTRACTOR SHALL COORDINATE RELOCATION/ REMOVAL OF EXISTING UTILITIES WITH THE UTILITY OWNER.
4. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER.
5. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH ALL INFORMATION REQUIRED FOR RECORD DRAWINGS.
6. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR THE PROJECT, NCDEQ REQUIREMENTS, AND NCDOT REQUIREMENTS, WHERE APPLICABLE.
7. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR UNUSED MATERIALS UNLESS OTHERWISE DIRECTED BY OWNER.
8. LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID IN AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' LATERAL SEPARATION
-- IN WHICH CASE:
8.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER; OR
8.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
18" ABOVE THE TOP OF SEWER.
9. CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18"
ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18" SEPARATION -- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE CROSSING.
10. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINTS) OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
11. SEWER AND STORM WATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION FROM BOTTOM OF STORM WATER PIPE AND TOP OF SEWER PIPE.
S 1 IRRIGATION FIELD NOTES
1. THE PROPOSED WASTEWATER IRRIGATION
FIELD SHOWN AS PROPOSED DRAINAGE AREA BY THE ADDITION OF APPROXIMATELY 24 INCHES OF FILL MATERIAL AS SHOWN. THE
ADDITION OF THIS MATERIAL IS NEEDED TO PROVIDE
ADEQUATE VERTICAL SEPARATION OF 18
INCHES TO THE
SEASONAL HIGH WATER TABLE AS SPECIFIED IN 15A
NCAN 02T .0605(p).
2. FILL MATERIAL SHALL EXTEND A MINIMUM
SIX FEET HORIZONTALLY BEYOND THE DRIP TUBING AND RETURN TO
ORIGINAL GRADE VIA A 3:1 SLOPE THIS WILL ALSO PROVIDE
POSITIVE DRAINAGE AS WELL AS PREVENT PONDING OF
SURFACE WATER AND/OR WASTEWATER.
3. THE FILL MATERIAL UTILIZED SHALL HAVE
A SATURATED
HYDRAULIC CONDUCTIVITY (kSat) GREATER THAN THAT
OF THE NATURAL SOIL AND BE CLASSIFIED AS A SAND IN
ACCORDANCE WITH ASTM D---422 PROCEDURE FOR SIEVE
AND HYDROMETER ANALYSES.
4. THE SITE SHALL BE PREPARED PRIOR TO
PLACEMENT OF
THE FILL MATERIAL ON THE WASTEWATER IRRIGATION
FIELD. SITE PREPARATION SHALL INCLUDE REMOVAL OF THE
EXISTING VEGETATIVE COVER AND REMOVAL OF 12-14
INCHES OF THE A HORIZON. ONCE REMOVED, C33 OR S2
SHALL BE INCORPORATED INTO THE Bh HORIZON TO
A DEPTH OF 4-6 INCHES AND SHALL BE BACKFILLED TO EXISTING
GRADE. ADDITIONAL FILL MATERIAL MAY THEN BE
ADDED TO THE IRRIGATION FIELD.
5. BENCHMARKS SHALL BE ESTABLISHED TO AID IN THE COMPLETION OF THE SITE MODIFICATIONS.
6. DURING THE PLACEMENT OF THE FILL MATERIAL, SPECIAL CARE SHALL BE TAKEN TO MINIMIZE VEHICULAR TRAFFIC ON THE WASTEWATER IRRIGATION FIELD.
7. IT IS RECOMMENDED THAT SAMPLES OF THE PROPOSED FILL MATERIAL BE TAKEN AND TESTED AS NOTED ABOVE PRIOR TO PLACEMENT ON —SITE IN ORDER TO CONFIRM THAT THE SOIL FILL IS CLASSIFIED AS SAND.
8. SATURATED HYDRAULIC CONDUCTIVITY OF THE FILL MATERIAL SHOULD BE MEASURED AFTER THE FILL MATERIAL IS PLACED ON —SITE, THESE MEASUREMENTS SHOULD BE USED TO CONFIRM THAT THE FILL MATERIAL HAS A
SATURATED HYDRAULIC CONDUCTIVITY GREATER THAN THAT OF THE NATURAL SOIL.
v N�IQM��REED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
FAMILY DOLLAR WWTF- CURRIE
GENERAL
LEGEND AND GENERAL NOTES
REVISED AFTER CONSTRUCTION
MAY 2023
PROJ. START DATE:
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
G1 0 1
HORIZONTAL:
NIA
DRAWING NUMBER
VERTICAL:
NIA
REVISION
STATUS: REVISED AFTER CONSTRUCTION
�:` '3'21',,,',: 0EI:G``.BC�—[1PA'rti'ifiGS`VCR=-NERAi_��'ti^dATEP.—CIVIL _ LF,AT SHEE—.D'NG 05/011/20G3 15_" 4,49 NA7ALIF GF-1_

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Sa>y-'-�si Ticeous,
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BELL SOUTH
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31.00
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31,00 32.OQ
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34.00 .�. 34.0Q \ 33.00_ f 1
,,— — .R xare,� ,�,emns
QRCarxi�. maw «Dora. s��vn .aro�v aim ,w +xw++n �. ins �«'c �,, ««<s .,��., z�a . �:...�.e� swe�. w�.� �-..rx...+ ,.._iw mse-: ms:r ,.six 4-r..:� ��e ,:ems-+ su�.o- -- - .�J q'. (]Q ,.x, +moo �:=� ersw�a ..sew � ;awnn� sown '�_ � v —__
a �8" F
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I
i OP
REVISED AFTER CONSTRUCTION
MAY 2023
REV.NO.
DESCRfPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN -ISSUED FOR CONSTRUCTION
01.09.2023
S
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED NOV. 15, 2022
1 11.21.2022
A
REVISIONS PER NCDEO ADDITIONAL INFORMATION REQUEST DATED AUG. 12, 2022
09.01.2022
REVISIONS
1�,%w I I I i111111
oN CARO(yy'.,
rllll '�
0 20 40
U.S. HWY NO, 421 NORTH BOUND LANES _. I
SCALE: 1 "=20' (Horiz.)
v
v Nn<aN4&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
FAMILY DOLLAR WWTF- CURRIE
CIVIL
EXISTING CONDITIONS
PROJ. START DATE:
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR,
JWH
HORIZONTAL:
1"=20'
VERTICAL:
NIA
C100
DRAWING NUMBER
I REV1 ION i
STATUS: REVISED AFTER CONSTRUCTION
1-`,,n-u 21 \CC01 \ENO\80-DRAWINGS\CIVIL\CU01-087210001-PLAN05.16.2022.DWG 05/01 /2023 15:15:13 NATALIE DELL

i
500' IRRIGATION -- - \
SITE SETBACK
f 500' TREATMENT AND
f STORAGE SETBACK �-
1 \ \
IRRIGATION SITE 15'
BUILDING FOUNDATION ` 1
— — — — — — — AND PLACE OF ASSEMBLY
t
EX. DRAIN PIPE WAL TER BIGGSSETBACK, 1
/ TO BE REMOVED DB 2181, PG 215 1 ``
♦ •. � - 2285-64-.3160- 0000,IRRIGATION SITE �
DR41N PIPE SMALL SW L 25 SURFACE WATER
- `- — - - -- -- -- — — -- _ ♦ DIVERSION SETBACK
= I ' `
r—
�� PROPOSED '*— I LnA u - IRRIGATION SITE `
j.
as
` ;MONITORING I �:°/ Ix 100' SURFACE /
WELL MW-1 � ! I = � � `�� WATER SETBACK'-
,� SEPTIC SYSTEM rI ZONE 1 ' I TREATMENT & STORAGE `
/ ORIGINAL PROPERTY �i EASEMENT FOR DRAIN I� ZONE 2 % /� UNIT 100' HABITABLE
LINE: TO BE
FIELD SETBACKS i I
ABANDONED �,.- /,RGATION ESIDENCE SETBACKIRR
CEDAR DR 4597,CP 1273LLC ` `�. / /1 50'I PROPERTYELINE / `
PIN NO. 22B5—--0939-0000 ,/ / PUBLIC ROW NON SA` / \
A PORTION OF TMu
HE
1` �-- — e WATER SETBACK �% \
\ POND WILL NEED TO BE
FILLED TO MEET SETBACK �__---
I < < REQUIREMENTS
I n P
/ i ---_-
TREATMENT &STORAGE
� UNIT 50 PROPERTY LINE/ 1 �
1 I /
POD / &SURFACE WATERS
SETBACK-
i;
TEMPORARY SKIMMER .
TREATMENT & STORAGE =,�
BELL SOUTH BASIN T.O.B. 34.0' J
UNIT 100 SETBACK�L-_\ZU/G CABLE (BY OTHERS) TOB
C PL-
�_ rim; ,-.�— = R-�
_ oodr' i \ �, �e ..,:,�. , ,..a--+�-,.'--a°°----•-'.-__ .._::_i=.Or'— -i-
—yam
CA TCH BA SIN
CA TCH BASIN
U.S. HWY NO. - ..421 SOU
~�
18" RCP
�f
�---
-_L ri L e_ o n fine sand ♦ ____ _— - , r _ ____ -
(Sandy, -sTccou s;---- -- _ _ j----
�__A_eric Ha c uods -- _ -- _ -- _ -- -_ - \ \ \
�, \Lj� urvi le
(San sll a —� I
�I
thermic, p�c
hap aqua s)
60' 0 60 120'
REVISED AFTER
MAY 202 — - _ `�--- I ---- SCALE: 1 0' Horiz.) 'e
REV.NQ.
DESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
B
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED NOV. 15, 2022
11.21.2D22
A
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED AUG. 12, 2022
09.01.2D22
REVISIONS
, "'IIilrrrrrr
o��H CA RC
DOE �SS1D*9! �y
SkAL
VV
v N4CKM4&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
FAMILY DOLLAR WWTF- CURRIE
CIVIL
SITE MAP
PROJ. START DATE:
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
HORIZONTAL:
V. = 20'
VERTICAL:
NIA
C1o1
DRAWING NUMBER
REVISION
STATUS: REVISED AFTER CONSTRUCTION
I
I:\08721\0001\ENG\80-DRAWINGS\CIVIL\CU01-087210001--PLAN05.16.2022.DWG 05/01/2023 15:15-19 NATALIL FIL

1
1 z I
�G 1
1
IRRIGATION SITE 15' 1 n
BUILDING FOUNDATION
PLACE OF ASSEMBLY
SETBACK
WA TER BIGGS
000, DB 2781, PG 275
/ EX. DRAIN PIPE
/2285-64-3160—DO�a
/ TO BE REMO VED 1
/ 0 REVISED AFTER CONSTRUCTION
IRRIGATION SITE , MAY 2023
PE 25' SURFACE WATER
DRAIN PI
SMALL SWALE ` DIVERSION SETBACK 1 ,
C
I 1 7_34 t-- 15" RCP CULVERT
' I I ----- -- -=----- ---- -_-- - ---- --- --� ------------ - ---- ----� ' (BY OTHERS)
� �� 1
.L-
:
k _:..
1
{ C PROPOSED I I I IRRIGATION SITE
MONITORING I I r I 34 r ` 107
100' SURFACE
I L n A WATER SETBACK/r �-
l0'S� WELL MW-1 3�. ! I 1 1
DUMPSTER 1 1
I I I CONCRETE t 1
I I I I I I I e PAD (BY OTHERS)
I
I I i Zone 1 I/ I I P IRKING LO - --
I I I (BY OTH S) "'
SEPTIC SYSTEM I �i r "�"�� '
�- �' TREATMENT & STORAGE
EASEMENT FOR DRAIN' ! I I I / I I UNIT 100' HABITABLE
FIELD SETBACKS I one 2 I I 1`
,� I � i - RESIDENCE SETBACK
CD
34 I \
1000 SF I w w w w w w • r w w w w w w w w I pp p Z
PACE u I ' - v' o cF3. 1
1 GREEN S I IRRIGATION SITE
tit 50' PROPERTY LINE/
� � \ I _ I - I • , , .PUBLIC ROW/ NON SA_
_- 'WATER SETBACK
PROPOSED CONTROL ! I AMILY D LLAR
A PORTION OF THE PANEL I BUIL G I 1
POND WILL NEED TO BE I (BY` HERS) i
FILLED TO MEET SETBACK
REQUIREMENTS1$ \ i
\ \
34.00 ' ! l 15" HDPE STORM
PIPE (BY OTHERS) ! I / I - _ \
\ I o 3�n Via"
. enI
! 10" ROOF DRAIN
POND I U+� \PIPED TO TEMP. I TREATMENT & STORAGE �C)�
SKIMMER BASIN UNIT 50 PROPERTY LINE
= I \
(BY OTHERS) I SETBACK SURFACE WATERS
I�#
5 « ,: - •.r :�sxsseu. r -
�o 78 METAL vl i
PIPE I ------ rl — -- ----- -- --- ---- ---- --- c -- E \
♦ -�... 4 -----...... .- .-..-.,....�. ,�.^--I E EL ELE
ELE ELE ELE ELE ELE
E ELE ELE ELE ELE ELE ELE ELE - EL ELE ELE ELE ELE LE U UGE UGE
—UGE GE U — —UGE UGE UGE UGE
-- - --
f f
TEMPORARY SKIMMER I
BASIN T.O.B. 34.0' /
TREATMENT & STORAGE (BY OTHERS) J 1 1
BELL SOUTH ` 00 /
UNIT 100' SETBACK D 1 �- UIG CABLE
Toe
00.(1�
r
. - ` - •. - -- •" " • . „, , ;,mow --mom' - .
r • -,.
-
RCP '
- �, 1 \ `' _ -_ • ^. - `"'�b z+.w ..:.s..a.rr,=v .. .... — ..._ - .. — - - — - - .. .. — _ .... _ ...... — ........ - . - - .— ..._.... _ . .. .n:,.-..a, ... „..*...: s.a.._ ,. _ «cw: ._. . '�I, --._
31,00
.aa —..
31 DO
- 32.00 { 20o 20,
,...r.
T_ r
34-00 34-.0D 1 33.0
a
1
34.00
I
I
. ; SCALE: " {HOriz.}
35-00 18" RCI� 11 11 34.aa - -
DD'Sf 1 \ d :; .- - �,.. - � �� .,�-< .ter :- - - - , ,� �,,:- �, , ,.,�> � - , 6,.� - :��-:a -- 6 �:y��p �!
36.00 oD '
-
— ... __ _... _ ... _...._.. - ..."_...... _. __. _... _ _ —. ,.00,9f
REV -NO-
DESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
B
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED NOV. 15, 2022
11.21.2022
A
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED AUG. 12, 2022
09.01.2022
REVISIONS
,1y71klflfl/!�
CA�()
Ek�L j —
Ol 0
NEE�
SWW . 0D�� �I L3
����lfIiIIVl4111�A
ek4Oj UFM4&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
FAMILY DOLLAR WWTF- CURRIE
CIVIL
PROPOSED SITE PLAN
PROJ. START DATF:
2021.NOV
MCF PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
Cj 1 02
HORIZONTAL:
1" = 20'
I]RAWING NUMBER
VERTICAL:
NIA
REVISION
'TATUS: REVISED AFTER CONSTRUCTION
I:\08721 \0001 \FNG\80—DRAWINGS\CIVIL\CUC 1—087210001—PLAN05.16.2022.DWG 05/01 /2023 15! 15:24 NATAL IF DFLL

)0"5f 110.0' DRAIN LINE (TYP.)------
PROPOSED MONITORING
WELL MW-1 PROPOSED DRIP TUBING -----
ELEVATION = 35.13' DISPOSAL AREA
TOP ELEV. = 35.5'
DIRECTION OF FLOW IN
DRIP LINE (TYP.)
2—STRAND WIRE FENCE
FIELD ZONE BOUNDARY 5' (TYP.)
' 6' (TYP.)
P
y
r
s�
y r�
NOTES:
1. REMOVAL OF 12-14 INCHES OF THE A HORIZON. ONCE REMOVED, C33
OR 2S CONCRETE SAND IS TO BE INCORPORATED INTO THE Bh HORIZON
TO A DEPTH OF 4-6 INCHES AND IS BACKFILLED TO EX. GRADE.
2. THE AREA WILL BE BACKFILLED WITH A COARSE —GRAINED SAND WITH A
C33 OR S2 CONCRETE SAND BACK TO EX. GRADE
VERT CAL SCALE: I"
HORIZONTAL SCALE: N/A
REVISED AFTER CONSTRUCTION
MAY 2023
3�Vv Ln A
ZONE 1 880 LF
1,904 SF
ZONE 2 880 LF
1.904 SF
3: 1 SLOPE
w w w W J+ w .r+ 4 ' U w w Np V+ IV w d+ 40
y w 1,000 SF GREEN SPACE w w y
1-1/2 ) (SCH 80)
FLUSH/RETURN LINE
1,000 GAL PRECAST SEPTIC TANK
4" PVC (SCH 40) SEWER SERVICE
TO SEPTIC TANK
AREA OF FILL
Ismiluce
PROPOSED CONTROL
PANEL
i
RAIN BIRD RSD—CEX POST MOUNTED
RAIN SENSOR TO BE MOUNTED 8"
MIN ABOVE FINISHED GRADE PER
MANUFACTURER SPECIFICATION
ZONE 1 ENTRY STRAINER (TYP.)
3/4" PVC (SCH 80) ENTRY HEADER (TYP.)
ZONE 1 SUPPLY LINE / �
ZONE 1 FLUSH VALVE ASSEMBLY (TYP.)----
3/4" CHECK VALVE (TYP.)
11 /2" ZONE 2 SUPPLY LINE
— HYDRATEK 6402
SWITCHING VALVE
I
1-1 /2" PVC (SCH 80) EFFLUENT LINE (TYP.)
1,300 GAL PRECAST TREATMENT TANK
w/ ADVANTEX TREATMENT SYSTEM
w/ UV DISINFECTION
1,500 GAL PRECAST STORAGE/PUMP TANK.
1
1
1 10' 0 10' 20'
1
1 SCALE: 1"=10' (Horiz.)
i
JJ 7 I
DIRECTION OF FLOW !
IN DRIP LINE (TYP.) 3 4" PVC(SCH 80 i �130.00/ 39.
COMMON END HEADER - --
ZONE 1 ENTRY STAINER (TYP.)LINE DRIP 3/4
38.00.1
38.00 & BOX (TYP.) _-._— - __ -� ----
5' (TYP . 6' (TYP.).
9 37.00.1—_ 1-1/2»PVC (SCH 80)3?' 00
SUPPLY LINE
(TYP.)
T.O.B.=36.5'
„ y y W y y y y y y y y W y y y y y y y y W y �(��]j ///J��
3 .00 24 O F C 3 3 OR 2S y y y y y W y y y y y y y W y y y y y y y y y y y y y y y + 3V1 0
CONCRETE SAND FILL W W y _�___ y__- .`i_.._ `4_._—.`Y.. `I' _ W - W _.. - +Y W. -----_
- -
y y y y y y `4 y y y W y y y y y y W W y y y �V •✓ y y y y y W y y
ABOVE EX. GRADE y y y y y! y y y y y y y y y y y y y y y y y y y y y y y y y y y �. 1 SLOPE (TYP.)
y y y y y W +V y y y y y y y y y y y y y y W y y y y y y y y y y y
///{�///{��
(/�� y y W y W y y y y y y y +Y y y y y y y y y y y y J y y y ✓ y y y W y y �- W 35. V V
35. 0
.. ... •�'. '�' -._ _"__---'!'-..,._._ .... .. .y y y __„W W___ y y y y y y y y y _ 'f'� W _. W _�'.. '�• '4" `l!.. .....`�' ....--W y. Y ---y-- '�'-_. _..'�' - 'Y y .'�' "�' -.. _- _. .. _.-�. ..
`' \/ \�/;�'\''� � y y y y y y y y y y y y y y y y y y y y y y y y w y y �4• J• y y y W y y 'k y y
EX. GRADE 3 4.5'
y W y y y y y y
34.00
// y y y IVy Aly 1+ 3+ y y` y �l• W W � y IV IVW .l+ IVy y
`\` y y wV W y � y� y y y y y y 1� y +� � y y W W y w y y '�' y `�' y y y y y y y y y y y y W y y y w y y y y � y y y y�
33.00
33. 00
r_ I, T „ --- _—--� -- 3 / 4" PVC (SCH 8 0) --- -- __ _ - - --
1 1 /2 TO 3 /4 PVC I SEE NOTE 1
(SCH 80) CONCENTRIC ENTRY HEADER -
32. 00 REDUCER ,
3,2.00
REV.Np.
DESCRIPTION
DATE
1
1 REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
B
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED NOV. 15, 2022
11.21.2022
A
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED AUG. 12, 2022
09.01.2022
REVISIONS
v NlqQV&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckirncreed.com
FAMILY DOLLAR WWTF- CURRIE
CIVIL
PROPOSED GRADING & DRAINAGE PROFILE
PROD. START DATE_
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
HORIZONTAL:
C 1 03
DRAWING NUMBER
VERTICAL:
REVISION
STATUS: REVISED AFTER CONSTRUCTION
nQ��1 nnn, !r� �n_nRaU,n ,r_�� rivn �I In1 —n�� 1 nrn —PI AN05.1 F rr7;. )W 65/01 /2023 15:15:31 P,.,ATA',-IE DELL

37. 4
i
i
35.00
REVISED AFTER CONSTRUCTION
MAY 2023
REV.NO.
DESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05,01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
9
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED NOV. 15, 2022
11.21.2022
A
REVISIONS PER NCDEQ ADDITIONAL INFORMATION REQUEST DATED AUG. 12, 2022
09,01.2022
REVISIONS
`,�tiy14111rr1lt�
N CA Role''%
0
rESS!
010 ZI
-
v
Nfl(M4&CREEL)
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
FAMILY DOLLAR WWTF- CURRIE
CIVIL
HYDRAULIC PROFILE
PROJ. START DATE:
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
HORIZONTAL:
NIA
VERTICAL:
NIA
C104
DRAWING NUMBER
1
REVISION
STATUS: REVISED AFTER CONSTRUCTION
C\u8?21\,'001` m 'w I';t�O—DF,'.A:rs+li.!i-�c`"DETAII EYSM,A CETAILS.D'JJG 05/0- %2023 "�:"5�39 f•:ATALIL DEJ

1" (SCH 40) AX20 SUPPLY LINE
126--1 /4"
— — — — — — — — — — — — — — — — — — — — — — — — — — —
71
ll -
I " SANITARY TEE 1 I 1
II I
ll 1
I 11 I
I ll 1
I II i
II !
I 11 1
! fl I
I II I
6" II s 1
L -- -- - JJ - --
24" ULTRA —RIB—] 24" ULTRA —RIB
RISER RISER
ORENCO EFFLUENT
FILTER
1, 000 GAL PRECAST
SEPTIC TANK
4" PIPE VENT W/ INSECT/BIRD
SCREEN CONSTRUCTED OF
CORROSION RESISTANT MATERIAL
24" ORENCO FIBERGLASS LID 24" ULTRA —RIB
6" ABOVE GRADE ISER PTA24
RISER ADAPTER
LID 6" ABOVE GRADE (TYP.)
Ili
Z �
�CL
F-
4" PVC (SCH 40)—/ ORENCO EFFLUENT
NT d E LUE
FROM BUILDING b2 FILTER FT
0854— 36 °
d _
4" FLOW
a
THROUGH 6„
"4
BOTTOM 27.31 d4°
e
74"
33»
REVISED AFTER CONSTRUCTION
MAY 2023
126-1 /4"
11000 GAL PRECAST
SEPTIC TANK
REV.NO.
❑ESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
B
REVISIONS PER NCDEQ REQUEST FOR ADDITIONAL INFORMATION DATED NOV. 15, 2022
11.21.2022
A
REVISIONS PER NCDEQ REQUEST FOR ADDITIONAL 1NFORMATION DATED AUG. 15, 2022
09.01.2022
REVISIONS
2" (SCH 40) AX20
DRAIN LINE TO
RECIRCULATING
SPUTTER VALVE
ORENCO
EXTERNAL -
SPLICE BOX
3.0'
AX20 DRAIN
0 TEXTILE FILTER LINE
4" PVC (SCH 40)
r—TO RECIRCULATION TANK
MIN 1% SLOPE
4" (SCH 40) FROM
SEPTIC TANK
MIN 1% SLOPE
\ `���tllllrrrfr<<�
o%-\N CAR()
SEAL
_
�1
.......
lrrrrlrllllti���
o 00
_I-1—B-1—I-4 @-1-1-1—I—F-1-4-8-1-1-1-F-4—B-1—F—IW-
—1-1-1-1-6—B-1—F-1-1-1-8—ImF-1—F-1-F—B-9-1-B—I pB—IaF
m —————he B 1-1 1—E-8 1 F F B a t—B
1-8 1-1 B- —1-8 B-1 1 9 1 B 9—B-0—P—B 1 0 Imo
1" (SCH 40) AX20 SUPPLY LINE
5„
II
II
II
L I !I
II
II
II
RECIRCULATING
I BIOTUBE PUMP
PUTTER I I VAULT
VALVE 3Q (2ea) II
- -- - - - - -- -LI- -
2" (SCH 40) DRAIN LINE TO UV
1,300 GAL RECIRCULATION
TANK
VISUAL ALARM
AUDIBLE ALARM —
CONTROL PANEL
CONTROL LEAD
RECIRCULATING
SPUTTER
VALVE 30
T T
— — — — — —
d
6" 5„
BOTTOM 26.81
� 82„
33"
134-1 /4"
1,300 GAL PRECAST CONCRETE
TREATMENT TANK FLOAT SETTINGS
(MEASURED FROM BASE
OF TANK)
FLOAT "A"
FLOAT "B"
FLOAT "C"
(PUMP OFF)
(PUMP ON)
(HIGH ALARM)
3,53 FT,
4.03
4.53
Ln
3.0'
PROPOSED CONTROL PANEL
SHALL BE MOUNTED TO
_,—ELECTRICAL RACK. SEE
OTE 1 FOR SIGNAGE AT
CONTROL PANEL.
4" PIPE VENT W/ INSECT/BIRD
GREEN CONSTRUCTED OF
CORROSION RESISTANT MATERIAL
-7AX20 TEXTILE FILTER
A
" TO AX20 POD
- •a
LOAT ASSEMBLY
e -
1 - IQTUBE PUMP VAULT
ILTER CARTRIDGE
DUPLEX PF300512 HIGH
HEAD PUMP
a_
NOTES:
1) SIGNAGE AT CONTROL PANEL SHALL INCLUDE INFORMATION FOR PLANT PERSONNEL, EMERGENCY
RESPONDERS, & REGULATORY AGENCIES. PHONE NUMBERS FOR ALL PLANT PERSONNEL, EMERGENCY
RESPONDERS, & REGULATORY AGENCIES SHALL BE INCLUDED ON SIGNAGE.
1,300 GAL RECIRCULATION
TANK
v NfqQV&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
0 TEXTILE FILTER (tea)
132"
120"
ORENCO UNIVERSAL
ORENCO UV FLOW INDUCER w/
ISINFECTION PIT SERIES PUMP CUNIT (2ea)
F— — — — — — — — — — — — — — — — — 5„— — — — — — 1
I II I
I II I
I II I
II
II
I II I
1! I
II I
II I
I II I
-- --
SHOWN 0
SIDES FC
LO r
100 all",son
11500 GAL
STORAGE/DOSING TANK
4" PIPE VENT W/ INSECT/BIRD
ERIAL
1,500 GAL PRECAST CONCRETE STORAGE TANK FLOAT
SETTINGS (MEASURED FROM BASE OF TANK)
FLOAT "A"
FLOAT "B"
FLOAT "C"
TANK CAPACITY
TANK CAPACITY
(PUMP OFF)
(PUMP ON)
(H#GH ALARM)
(REQUIRED)
(PROVIDED)
4.00 FT.
4.75 FT.
5.00 FT.
1,300 GAL.
1,500 GAL.
NOTES:
1) TANK CAPACITY PROVIDED WAS MEASURED FROM THE PUMP OFF FLOAT TO THE INVERT OF THE
INFLUENT LINE TO THE STORAGE TANK.
2) TANK CAPACITY REQUIRED WAS CALCULATED AS 260 GPD X 5 DAYS OF STORAGE = 1,300 GPD.
11500 GAL
STORAGE/DOSING TANK
FAMILY DOLLAR WWTF- CURRIE
MECHANICAL
TREATMENT SYSTEM DETAILS
4TION FIELD— — EX. GRADE 35.0' (TYP.)—
SAMPLE PORT
(1 REDUCING TEE
CHECK VALVE
kINICAL FLOAT
(TYP.)
0 UNIVERSAL
NDUCER
0512 HIGH HEAD
INIF PUMP
SCALE AS NOTED
PROJ. START DATE:
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
HORIZONTAL:
M 1 0 O
NIA
DRAWING NUMBER
VERTICAL:
NIA
REVISION
STATUS: REVISED AFTER CONSTRUCTION
I:\08721 \0001 \ENG\80—DRAWINGS\DETAILS\TRFATMENT SYSTEM DETAILS.DW G 05/01/023 1 5:15:44 NATALIE DELL

SUPPLY
GEOFLOW WASTEFLOW DRIPLINE
GEOFLOW LOCKSLIP COUPLING (LTC-600)
LOCKSLIP COUPLING (LTC-600)
Not To Scale
FINISH GRADE
6" ROUND
YWkpW
GEOFLOW
AIR/VACUUM
BREAKER
(APVBK-1)
SCH. 80 NIPP
LENGTH AS R
BRICK SUPPOI
(THREE)
PEA GRAVEL
1 " AIR/VACUUM BREAKER
(PLUMBED TO PVC)
Not To Scale
SLOPE
1
RETURN
MANIFOLD
) LATI ON
1NG CLIMATES
,D [DIAMETER
ITTINr
HEADWORKS
aWASTEFLOW
WITH VORTEX FILTER
AND FLUSH VALVES
�A
AIR/VACUUM BREAKER
®
PRESSURE REGULATOR
O
FLUSH VALVE
ZONE VALVE
CHECK VALVE
INDEX VALVE
GEOFLOW WASTEFLOW ❑RIPLINE —
GEOFLOW (LTSLIP-600) ADAPTER
GLUE INTO 3/4 INCH PVC.
OR OVER 112 INCH PVC f
PVC TEE
PVC PIPE
MANIFOLD CONNECTION (PVC TO ADAPTER)
Not To Scale
GEOFLOW WASTEFLOW DRIPLINE
GEOFLOW LOCKSLIP ADAPTER (LTSLIP-600)
GLUE INTO 314 INCH PVC
OR OVER 112 INCH PVC
PVC ELBOW /s s
t
Sl
PVC PIPE
MANIFOLD CONNECTION (PVC TO ADAPTER)
Not To ScaEe
RETURN MANIFOLD
FLEX PVC OR
BLANK GEOFLOW
WASTEFLOW DRIPLINE
407)
SLOPE
i
WASTEFLOW HEADWORKS
0
WITH VORTEX FILTER
AND FLUSH VALVES
QA
AIR/VACUUM BREAKER
®
PRESSURE REGULATOR
FLUSH VALVE
ZONE VALVE
CHECK VALVE
INDEX VALVE
FIBERGLASS LID w/ STAINLESS
\ STEEL BOLTS
ZONE 1 & 2 i
(SEE PLAN VIEW)
2EOFLOW FILTER'
LONG MODEL)
SECTION VIEW
SINGLE ZONE SCHEMATIC SINGLE ZONE LOOPED SYSTEM SCHEMATIC VIEWNot To Scala
Not To Scale PLAN
REVISED AFTER CONSTRUCTION
MAY 2023
REV.NO.
DESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
Q
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
8
REVISIONS PER NCDEQ REQUEST FOR ADDITIONAL INFORMATION DATED NOV. 15, 2022
11-21 2022
A
REVISIONS PER NCDEQ REQUEST FOR ADDITIONAL INFORMATION DATED AUG. 15, 2022 109.01.2022
REVISIONS
v
�MFRD,4&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
1NION
8" BRASS FLOWMETER
2 PLUMBING SHOWN OFFSET FOR
,90` BENDS ARE ACTUALLY
_Y ALIGNED)
I IN ILUIV VliLVF- VVI II"1
24 VAC SOLENOID
AUTOMATIC DUAL ZONE HEADWORKS
NOT TO SCALE
FAMILY DOLLAR WWTF- CURRIE
DETAILS
IRRIGATION COMPONENTS DETAILS
PROJ. START DATE:
2021.NOV
MCE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
D 1 00
HORIZONTAL:
NIA
❑RAWING NUMBER
VERTICAL -
NIA
REVISION
STATUS: REVISED AFTER CONSTRUCTION
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N OTES:
NOTE:
1. GROUND WATER MONITORING WELLS AND
PIEZOMETERS MUST BE CONSTRUCTED BY
A NORTH CAROLINA CERTIFIED WELL
CONTRACTOR IN ACCORDANCE WITH
NORTH CAROLINA WELL CONSTRUCTION
STANDARDS (15 A NCAC 2C.0108)
2, BOREHOLE SHALL BE AT LEAST 4"
LARGER THAN OUTSIDE � OF CASING.
3, CASING AND SCREEN SHALL BE
CENTERED IN BOREHOLE.
4. TOP OF WELL SCREEN SHALL EXTEND
FROM APPROXIMATELY 1'-2' ABOVE
MSHWT DOWN TO 2'-3' BELOW MSLWT,
5. WELL HEAD TO BE LABELED WITH HIGH
VISIBLE WARNING READING "NON —POTABLE
WATER DO NOT DRINK."
6. WELL TO BE AFFORDED REASONABLE
PROTECTION AGAINST DAMAGE AFTER
CONSTRUCTION.
7. FOR PIEZOMETERS, BOTTOM ELEV. OF
WELL SCREEN SHALL BE —2.0 FT. MSL.
8. CONTRACTOR SHALL PROVIDE WATER
LEVEL INDICATOR FOR PIEZOMETERS
CONS'STING OF A PROBE, GRADUATED
CABLE OR TAPE, AND A CABLE REEL
WITH A BUILT—IN LIGHT AND BUZZER TO
SIGNAL CONTACT AT THE WATER LEVEL.
MSHIIV7: MEAN SEASONABLE HIGH WATER
TABLE
MSLWT: MEAN SEASONABLE LOW WATER
TABLE
STEEL
CASING (F
LINER C
EXISTING GRAC
NEAT CEMENT GROUT
WELL CASING SCF
80 PVC (2" DIA.
PELLETIZED BENTONiTI
CLEANED WASHE
SAND OR GRAVE
PVC WELL SGF
GROUND WATER MONITORING WELL & PIEZOMETER
NOT TO SCALE
REVISED AFTER CONSTRUCTION
MAY 2023
'T
JT
REV NO
DESCRIPTION
DATE
1
REVISED AFTER CONSTRUCTION
05.01.2023
0
FINAL DESIGN - ISSUED FOR CONSTRUCTION
01.09.2023
B
REVISIONS PER NCDEQ REQUEST FOR ADDITIONAL INFORMATION DATED NOV. 15, 2022
11.21.2022
A
REVISIONS PER NCDEQ REQUEST FOR ADDITIONAL INFORMATION DATED AUG. 15, 2022
09-01.2022
REVISIONS
TABLE OF EMBEDMENT
DEPTHS BELOW PIPE
a
0
D
MIN
MIN
SOIL
ROCK
27" & SMALLER
6"
6"
30" TO 60"
6"
9"
66" & LARGER
6"
12"
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
CRUSHED ROCK, PEA GRAVEL COARSE
AGGREGATE SIZE NUMBER 57. EMBEDMENT
MATERIAL SHALL BE PLACED IN LAYERS NOT
MORE THAN 6" DEEP AND COMPACTED AS
SPECIFIED.
2. HAND PLACED EMBEDMENT SHALL BE
COMPACTED FINELY DIVIDED MATERIAL FREE FROM
DEBRIS AND STONES.
3. EMBEDMENT ABOVE THE TOP OF THE PIPE SHALL
BE AN UNCOMPACTED LAYER FOR ALL
INSTALLATIONS.
REINFORCING STEEL
WHEN REQUIRED
cr
4.
REFER TO SPECIFICATIONS FOR GEOTECHNICAL
z
Y
=z� 1 1%4 Bc
0
FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS
W
Q
Bc+ 8" MIN
FOR TRENCHES IN FINE SOILS EXTENDING BELOW
m
z
GROUNDWATER LEVEL.
5.
TRENCH OUTLINES DO NOT INDICATE ACTUAL
d
TRENCH EXCAVATION SHAPE, SOIL CONDITIONS,
L�jZ
OR PRESENCE OF SHEETING LEFT IN PLACE -
ENCASEMENT
EMBEDMENT MATERIAL SHALL EXTEND THE FULL
w
MAY BE
WIDTH OF THE ACTUAL TRENCH EXCAVATION.
00
PLACED TO
w
a
FULL
TRENCH
LEGEND
WIDTH
CLASS A
Bc
OUTSIDE DIAMETER OF PIPE
OF PIPE
ARCH ENCASEMENT
D
NOMINAL PIPE SIOZE
a
EMBEDMENT BELOW PIPE (SEE TABLE)
J
= J
U ILL
Z �
LUc)
H-
Z
w
O
Ld
m
LL!
CLASS B
Z
U
00
\ OZ
H- m
Uj
�
• i:� is
- r.' i.
r
W
r
■ C7
.. ..
,
C LASS C
HAND PLACED EMBEDMENT
GRANULAR EMBEDMENT
CONCRETE
Z
U
_—
Z
co
LEI Q
elf
O
(0Z
m
LLJ
/.
U
m
PIPE EMBEDMENT DETAILS
N.T.S.
0
�Nfl(]M&CREED
8020 Tower Paint Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
FAMILY DOLLAR WWTF- CURRIE
DETAILS
DETAILS
PROD. START DATE:
2021.NOV
VICE PROJ. #
08721-0001
DRAWN
NRD
DESIGNED
NRD
CHECKED
JWH
PROJ. MGR.
JWH
SCALE
D 1 01
HORIZONTAL:
TBD
❑RAWINC NUMBER
VERTICAL:
TBD
REVISION
STATUS: REVISED AFTER CONSTRUCTION
:A08721\0001` FNG\SO—DRA'OVINGS\DET.4ILS'I.,CR.AINAGE COMPONENT DETAILS.IOWG 05j01\ATALIF JELL.