NCG570023_includes authorized site plan and system drawings_20200217

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
ROY COOPER
Governor
MICHAEL S. REAGAN
Secretary
S. DANIEL SMITH
Director
NORTH "W-WLINA
ErtVfronmrrrfrrt (2rr31ily
2/17/2020
Roy W. Stallings Jr. Owner
6121 Dello Street
Durham, North Carolina 27712
Subject: Certificate of Coverage (COC) NCG570023
and Authorization to Construct (ATC)
Under General Permit NCG570000 for
Falls Lake Drainages - Single -Family Residence
6121 Dello Street, Durham
Durham County
Dear Mr. Stallings:
General Permit Coverage. In accordance with your application for discharge, the Division of
Water Resources (DWR) herewith forwards the subject Authorization to Construct (ATC) and Certificate of
Coverage (COC) to discharge under the subject state-NPDES general permit. This permit is issued pursuant
to the requirements of North Carolina General Statue 143-215 .1, the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated October 15, 2007 (or as subsequently
amended).
Per your application for surface discharge received November 25, 2019, DWR understands that you have
recently employed an authorized engineering consultant, MacConnell and Associates, P.E. to replace your
aging septic system. We note that you received on October 3, 2019 a Notice of Violation/Intent to Enforce
from NCDENR's Raleigh Regional Office (RRO) for failure to maintain the existing system. This COC
replaces NCG550837 issued January 31, 2017 you assumed with the Change of Ownership signed
10Jan2017.
The document is specific to the Falls Lake Drainage System. Your permit package includes:
13 Certificate of Coverage / Authorization to Construct / Operation & Maintenance Instructions
13 A copy of General Wastewater Discharge Permit NCG570000
13 A copy of the approved plans and specifications (approved I lJan2020).
13 Engineer's Certification form (to be returned to DWR upon project completion).
Your compliance under this COC requires regular treatment -system operation, maintenance and inspections
in accord with this COC and manufacturer's recommendations. You are to keep copies of all records onsite;
analyses and maintenance logs, available for DWR inspection [see Section A. (2.)]. You may comply by
securing manufacture -certified training yourself or by entering an Operations and Maintenance Contract
(OMC) with a qualified contractor.
Please note that the receiving stream is classified Water Supply (City of Raleigh), High Quality Water,
Nutrient Sensitive Waters, and wildlife Habitat Critical Area [WS-II, HQW; NSW; CA]. If your discharge
is found to contribute to any future degradation or impairment of this waterbody, an individual NPDES
permit may be mandatory. Compliance under the subject COC restricts discharge to 360 gpd [120 gal/
bedroom] in support of a three (3) bedroom single family residence (SFR). Expansion of flow to this
receiving stream will not be permitted.
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center l Raleigh, North Carolina 27699-1617 — 919.707.9000

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
Operation and Maintenance. As Permittee, you are responsible to maintain all components in the
approved treatment system designed to meet Surface Water -Quality Standards. Compliance includes
following the manufacturer's guidelines, conducting and documenting inspections, establishing sources for
OEM spare parts and supplies, taking samples for analyses, making necessary repairs, and documenting
said maintenance for the duration of the permit.
Upon DWR's request, the Permittee must provide records and demonstrate efforts to maintain the approved
system. The Division recommends that the Permittee solicit manufacture -certified training, or a qualified
contractor or service to regularly inspect and maintain the treatment system.
Authorization to Construct (ATC) Permit. This ATC details the conditions of installation. The attached
Engineer's Certification form documents compliance "as built" in accord with the approved ATC plans,
specifications received November 21, 2019. No changes may be made without prior approval by DWR. The
ATC requires notice to the Raleigh Regional Office (919-791-4200) prior to startup, three (3) days in
advance of discharge. Such notification to the Regional Office supervisor shall be made during normal office
hours from 8:00 a.m. until 5:00 p.m. Monday through Friday, excluding State holidays.
Thereby, in accord with the application and the attached approved plans and specifications, DWR hereby
authorizes the installation of wastewater treatment facilities, in accord with manufacture's recommendations,
consisting of:
• existing septic tank (900 gal) or replaced by new 1,000 gal
• combined E-Z Treat recirculation/discharge tank;
• EZ Treat treatment Unit
• ultraviolet (UV) disinfection with back bulb
• control panel w/ visible alarm
• discharge piping with sample point;
All elbow piping must conform to the long -sweeping type. All cleanouts must be housed in meter boxes
below grade. This treatment system shall be located at least 10 feet away from a dwelling, at least 100 feet
from any water -supply well either on- or off -site. The system shall also be located and constructed above any
applicable 100-year flood line; 50-ft setback from property line, hereby waved due to developed lot
restrictions.
This ATC permit is issued in accordance with Part III, Paragraph 2 of NPDES General Permit NCG570000,
and is subject to revocation unless wastewater treatment facilities are constructed in accordance with the
conditions and limitations specified in this General Permit. If facilities fail to perform satisfactorily,
including creating nuisance conditions, the Permittee shall take immediate corrective action as may be
required by this Division, such as the construction of additional or replacement wastewater treatment(s) or
disposal facilities. Failure to abide by the requirements of this ATC permit may subject the Permittee to an
enforcement action by the Division of Water Resources in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
Compliance with the above shall include a leakage test performed on the septic tank, or otherwise certified
by the manufacture not to exceed an exfiltration rate of twenty (20) gallons per twenty-four (24) hours per
1,000 gallons of tank capacity. The Engineer's Certification shall serve as proof of compliance with this
condition. Mail the completed Engineer's Certification to:
DENR / DWR/ NPDES Program
1617 Mail Service Center
Raleigh, NC 27699-1617
❖ The Permittee shall, for the life of the treatment facility, maintain on site a copy
of approved plans and specifications available for DWR inspection.
Page 2 of 5

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
Upon completing construction and prior to operating this permitted facility, a North Carolina -registered
engineer shall sign and submit to DWR the attached Engineer's Certification form, thereby certifying that
the permitted facility has been installed in accordance with this Certificate of Coverage, this Authorization to
Construct, and the approved plans and specifications.
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, the certificate of coverage shall be final and binding.
This COC is not transferable except after notice to the Division of Water Resources. The Division may
require modification or revocation and reissuance of the COC. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Resources or permits
required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local
governmental permit that may be required.
NPDES Contact. If you have any questions concerning the requirements of this Certificate of Coverage or
Authorization to Construct permit, please contact Joe R. Corporon, L.G. at telephone number 919-707-3617
or email [e-mail].
Sincerely,
EDocuSigned by:
f8B44CE9EB4A1...
S. Daniel Smith
Attachments:
• Certificate of Coverage
• copy of General Permit for Wastewater Discharge NCG570000
• A copy of plans and specifications (approved 11Jan202O).
• Engineer's Certification form (to be returned to DWR upon project completion).
ec: General Permit files
Raleigh Regional Office, SWPS Supervisor
NPDES General Pennit Files
MacConnell and Associates, P.E.
Durham County Health, Bob Jordan [[e-mail]]
Page 3 of 5

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
[This page intentionally left blank]
Page 4 of 5

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE - NCG570023
Under GENERAL PERMIT NCG570000 [Falls Lake drainages]
TO DISCHARGE 100%-DOMESTIC WASTEWATERS FROM SINGLE FAMILY
RESIDENCES, AND OTHER DISCHARGES OF SIMILAR CHARACTER
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NEDES)
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Roy W. Stallings Jr, Owner
is hereby authorized to operate a wastewater treatment facility consisting of a septic tank,
recirculating/discharging tank, ultraviolet (UV) disinfection, control panel with alarm and associated
appurtenances, effluent discharge pipe with sample port; discharging from facilities located at the
Single -Family Residence
6121 Dello Street, Durham 27712
Durham County
to receiving waters designated as an unnamed tributary (UT) Little River [Little River Reservoir] to
[stream segment 27-2-21-(3.5)], a waterbody currently Classified WS-II; HQW; NSW; CA located within
Subbasin 03-04-01 of the Neuse River Basin, in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV of General Permit NCG570000 as
attached.
This certificate of coverage shall become effective March 1, 2020.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day
2/17/2020
Docu/Signed by:
C
�8328B44CE9EB4A1 ..
S. Danial Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 5 of 5

DocuSiqn Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
Little Creek Reservoir
(flows SE)
Mason
- lm
§ 0
7fjNor El
UT to Little Creek
(flows NE)
Q711 ti
rr
66 "k,
NC Hwy 501
I
V'�e5t L3YATIOQ Cifr A7
Outfall 001
(flows NE)
t-Ve nd A-a)�
MW ,I Kirusbury Dr
Roy W. Stallings, Jr
Single -Family Residence (SFR)
6121 Dello Street, Durham 27712
Drainage Basin:
Neuse River Basin
Sub -Basin:
03-04-01
Receivini! Stream:
UT to Little River Res
HUC:
03020201
Stream Semen
27-2-21-(3.5)
Stream Class:
WS-II; HQW; NSW;CA
Latitude:
36' 06' 50" N
Longitude:
78* 55' 18" W
Facility
Location
not to scale
NPDES COC NCG570023
Durham County
State Grid/USGS: C23NW / Rougernont
North

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
ROY STALLINGS
SINGLE FAMILY DISCHARGE SEPTIC
SYSTEM REPAIR
PROJECT No. A75001.00
WTE
WILLOW HILL Goggle
V I C I N I T Y M A P
PROJECT MANAGEMENT
COPYRIGW C 2019
6121 DELLO STREET, NC 27712
DURHAM COUNTY, NC
SCHEDULE OF DRAWINGS:
C-100 COVER SHEET
C-101 EXISTING AND PROPOSED SITE PLAN
C-102 SCHEMATICS, GRAVITY OUTLET, PLAN &
PROFILE
C-103 MAINTENANCE SCHEDULE
D-101 DETAILS I
D-102 DETAILS 2
'M Ar 01-4 0-11"'"% -r-% -T--T-n-w- -w-
iviacuumNhLL
Associates, P. C.
1101 NOWELL ROAD., SUITE 118
RALEIGH, NORTH CAROLINA 27607
P. O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No.C-1039 TEL: [phone] FAX: [phone]
��rr
�P���,� sue`
�lboo
L O C A T I O N MAP
NOVEMBER 19,2019
REVISIONS
Nwo—. DATE DESCRIPTION SHEE-r
I 10/11/19 REV. PER D LL
Ea A
2 11/07/19 REV. 2 PER DEQ ALL

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
SURVEY NOTES
1. AREA BY COORDINATES
2. NO NCGS CONTROL FOUND WITHIN 2000' PROPERTY
3. SUBJECT TO BOTH ABOVE AND/OR BELOW GROUND UTILITIES AND/OR EASEMENTS.
\ \ \ 4. THIS LOT IS NOT LOCATED IN A FLOOD HAZARD AREA PER F.E.MA. MAP
\ \ \ #3720084000J
5. EFF. DATE: 5-2-2006 ZONE X
BROADCAS
OPEN C
EXISTIN
w
EXISTING 011
SYSTEM (TC
C
EXISTING S
SEPTIC TAP
1000 GAL
TANI
BRANTLE
GRAPHIC SCALE S' x 20'
EXISTING CONDITIONS 0 10 20 40 60
C-101 SCALE: 1"-20'
NOTES
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND
SUBCONTRACTORS- CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD VERIFYING O
DIMENSIONS, ELEVATIONS, AND LOCATIONS OF ALL EXISTING CONDITIONS AND UTILITIES. ��
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION
CONTROL REQUIREMENTS.
3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCOOT AND SAFETY �Ai C�
REQUIREMENTS. 4 ;„ toss �e {•
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE „ti I 'V-�j kk
EXPEDITIOUSLY
�
0qq
5. DESIGN SFOR A 3 ABEOROOMDIHOME WITH A DESIGN FLOW ROF 360 GPD.
6. DWELLING IS SUPPLIED BY AN ONSITE WELL.
7. ANY ALTERATIONS TO THIS SYSTEM SHALL BE PRE -APPROVED BY THE ENGINEER.
©18" 1`
xP"BCmw
4' SCHAD PVC - /
DISCHARGE PIPE
CONNECTING TO EXISTING/
4' PVC OUTLET PIPE I
/ O O
/ PROPOSED 1000
GALLON EZRT
/ UV
/ MODEL
FLOW TO NEARBY DITCH -
THROUGH EXISTING 4" PVC
PIPE
EXISTING
DRAIN
1
Ox .
EXISTING 900 GALLON
SEPTIC TANK (TO REMAIN)
OR TO BE REPLACED BY
1000 GALLON SEPTIC
TANK BY DAVID BRANTLEY
& SONS.
EXISTING
DRIVEWAY
600
EXI ELL /
_ l
/ o EXISTING FRENCH DRAIN �
/
I/ GROW IC SCALE. I" - 10'
�� PROPOSED E-Z TREATMENT SYSTEM PLAN 0 5 10 20 30
G101 SCALE: 1" 10'
NOTES
1. SEE C-103 FOR ALL GENERAL NOTES.
2. CONTRACTOR SHALL VERIFY POSITIVE
DRAINAGE FROM DISCHARGE PIPE TO
DRAINAGE WAY/DITCH.
3. EXISTING TREES SHALL BE PROTECTED
FROM DAMAGE DURING CONSTRUCTION.
4. ALL DISTURBED GROUND SHALL BE
COMPACTED, RAKED, MADE SMOOTH,
SEEDED, LIMED, FERTILIZED AND STRAWED
ACCORDING TO RATES TYPICAL OF EXISTING
TURF. CONSULT LOCAL AGRICULTURAL
EXTENSION OFFICE OR ENGINEER IF
ADDITIONAL INFORMATION IS REQUESTED.
LEGEND
—
ADJACENT BOUNDARY
PROPERTY LINE
—
CENTERLINE
e
OVERHEAD ELECTRIC
PP-P"' --
RIGHT OF WAY
CONTOURS — INDEX
CONTOURS — INTERMEDIATE
CP
CONTROL PANEL
W
ULTRAVIOLET UNIT
ST
SEPIIC TANK
EZRT
E—Z TREAT RECIRCULATION TANK
CO
CLEAN OUT
E—Z
E—Z TREAT TREATMENT POD
10,
POWER POLE
RECORD DRAWINGS HAVE BEEN
NT VEWRCATON OF ITS ACCURACY BEFOF
IT FOR ANY PURPOSE
RECORD DRAWING
GSM I GSM
NOVEMBER 19, 2019
L
5FA
L71N9
IS
&Associates, P. C.
1101 NOWELL ROAD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
LICENSE MORRISVILLE. NORTH CAROUNA 27660
No. C-1039 TEL: [phone] FAX: [phone]
ROY STALLINGS
SINGLE FAMILY DISCHARGE
SEPTIC SYSTEM REPAIR
DURHAM COUNTY, NC
EXISTING AND
PROPOSED SITE
PLAN
b
PROJECT NUMBER I DRAWING NUMBER S
A75001.00 C-101

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
E-Z TREAT
POD FILTER
2'-0"
MODEL
MIN.
6DO
- DWELLING -
E-Z TREAT
RECIRCULATION
4" SGH. 40 PVC
j SEPTIC TANK
O O
15'-0" MIN. 2-0
MIN.
CP
EZ
ULTRAVIOLET DISINFECTION
UNIT. (OPTIONAL LOCATION.
CAN BE PLACED INSIDE
RECIRCULATION TANK)
- DWELLING -
E-Z TREAT
POD FILTER
FIN. GRADE GROUND EL=t478.00'
GROUND EL.
=t478.00'
4" SGH. 40 PC ®20EL.5_.4,
INEL2%MN-t476
.N
.
-
LEGEND
FORCE MAIN
GROUND
GRAVITY LINE
FLOW DIRECTION P.
=+476.70'
=xaYo.0
JINV.
MIN. 1,D00 GALLON
EXISTING 900 GALLON
_
E-Z TREAT
uyx
RECIRCULATION TANK
MOTES: GALLON SEPTIC TANK 80YOU
DAVID BRANTLEY & SONS.
q^ SCH. 40 PVC
1. TANK LOCATIONS ARE NOT TO
4" SCH, 40 PVC CONNECTING TO
SCALE SO AS TO SHOW EACH
EXISTING 4" PVC DISCHARGE TO DITCH
TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2X
SLOPE MIN. (TYP.)
T�\ E-Z TREATMENT SYSTEM SCHEMATICS
2
2
2 J NTS
1000 GALLON
----QRT
R�
E-Z MODEL 600
CP
C
OL50.00
EXISTING 900
GALLON SEPTIC 4" SCHAD PVC GRAVITY
TANK OR BRANTLEY DRAIN LINE CONNECTING TO 1000 GALLON EXISTING 4" PVC. _ --
SEPTIC
tvaw��P��tl�9 Se�°n
met aualrPe�
NOTES
1. SEE C-103 FOR ALL GENERAL NOTES.
2. CONTRACTOR SHALL VERIFY POSITIVE
DRAINAGE FROM DISCHARGE PIPE TO
DRAINAGE WAY/DITCH.
3. EXISTING TREES SHALL BE PROTECTED
FROM DAMAGE DURING CONSTRUCTION.
4. ALL DISTURBED GROUND SHALL BE
COMPACTED, RAKED, MADE SMOOTH,
SEEDED, LIMED, FERTILIZED AND STRAWED
ACCORDING TO RATES TYPICAL OF EXISTING
TURF. CONSULT LOCAL AGRICULTURAL
EXTENSION OFFICE OR ENGINEER IF
ADDITIONAL INFORMATION IS REQUESTED.
LEGEND
-
ADJACENT BOUNDARY
PROPERTY LINE
-
CENTERLINE
F
OVERHEAD ELECTRIC
--
RIGHT OF WAY
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
CP
CONTROL PANEL
UV
ULTRAVIOLET UNIT
ST
SEPTIC TANK
EZRT
E-Z TREAT RECIRCULATION
CO
CLEAN OUT
E-Z
E-Z TREAT TREATMENT POD
10.E
POWER POLE
RECORD DRAWINGS
IS ■
RELYING ON DA5 RECORD DOCUMENT ARE ADMSED TO
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE
RECORD DRAWING
NO. DATE REVISIONS
�- DESCRIPTION
If PROJECT MANAGER: PROJECT ENGINEER:
rE.XMThVG DIVELUNC r EXISTING GSM GSM
FRENCH DRAIN
DRAWN BY: CHECKED BY:
I � • • ACC I GSM
DATE:
_ NOVEMBER 19, 2019
2 GRAVITY OULET PLAN
C-702 SCALE: 1"=5'
Station
480.0
479.
47&
477!
m
(D 476.
Q 475.0
O 474.i
473.i
472.1
471.1
470.0
-E
0+ .00
0+5:
-.00 _
0+7 .00 O+a JA
EXISTING
SURFACE
MIN. 1 1/2'
BURY
SCHAD 4" PVC GRAVITY
LINE AT MIN. 2% SLOPE
CONNECT TO EXISTING 4".
PVC OUTLET TO DITCH
i
-47
F 0.00 0+0).00
0+1
.00 0+2
.00 0+
.00 0+
.00 0+
.00 0+6
.00 0+
:00 0+8 .E
Station
GRAVITY OUTLET PROFILE
'11C-102 HORIZONTAL SCALE :1"=5' VERTICAL SCALE:1"=2'
0
30.00
9.00
B.00
7.00
5.00 O
+-1
75.00 O
4.00 O
W
3.00
2.00
1.00
To.00
D
GRAWCC SEA,[. ,• . !-
0 -5 10 15
r SFAS•
T7069
03 Associates, P.
1903 NORTH HARRISON AVE., SUITE 10101
CARY. NORTH CAROLINA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
Na. C-1039 TEL: [phone] FAX: [phone]
ROY STALLINGS
SINGLE FAMILY DISCHARGE
SEPTIC SYSTEM REPAIR
DURHAM COUNTY, NC
SCHEMATICS,
GRAVITY OULET
PLAN & PROFILE
PROJECT NUMBER I DRAWING NUMBER
A75001.00 C-102

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
NOTES
1. SEE C-103 FOR ALL GENERAL NOTES.
OPERATING REGIME FOR E-Z TREATMENT SYSTEM
2. CONTRACTOR SHALL VERIFY POSITIVE
SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT TREATMENT
DRAINAGE FROM DISCHARGE PIPE TO
DRAINAGE WAY/DITCH.
UNIT (FILTER POD) WITH 32 GALLONS OF SEPTIC TANK EFFLUENT EVERY 18-32 MINUTES. WHEN THE
PREPROGRAMMED VOLUME IS REACHED THE ACTIVE PUMP WILL BE DE -ENERGIZED. THE PUMP WILL ALSO
3. EXISTING TREES SHALL BE PROTECTED
DE -ENERGISE IF THE LOW WATER LEVEL "PUMP -OFF" SWITCH IS ACTIVATED.
FROM DAMAGE DURING CONSTRUCTION.
IF THE HIGH WATER LEVEL "ALARM" FLOAT SWITCH IS ACTIVATED, THE SYSTEM WILL BEGIN ITS OPERATION OF
4. ALL DISTURBED GROUND SHALL BE
DELIVERING THE PREDETERMINED DOSE VOLUME, AND SHALL ALSO ENERGIZE THE AUDIBLE AND FLASHING ALARM
COMPACTED, RAKED, MADE SMOOTH,
FIXTURES. (ONCE ENERGIZED, THE FLASHING AND AUDIBLE ALARM UNITS WILL ONLY BE RESET MANUALLY OR BY
SEEDED, LIMED, FERTILIZED AND STRAINED
REACHING LOW LEVEL CONDITIONS.)
ACCORDING TO RATES TYPICAL OF EXISTING
TURF. CONSULT LOCAL AGRICULTURAL
THE MICROPROCESSOR MAY LOG AND RECORD. FOR LATER RETRIEVAL OR TRANSMISSION, THE TIMES OF
EXTENSION OFFICE OR ENGINEER IF
OPERATING CYCLES, GALLONS DOSED AND ANY ALARM CONDITION.
ADDITIONAL INFORMATION IS REQUESTED.
THE MAIN PUMP CONTROL PANEL SHALL INCLUDE, BUT NOT BE LIMITED TO, AN "AUTO/MANUAL" SYSTEM
CONTROL SWITCH, STOP/START SWITCH FOR EACH PUMP, NON-RESETTABLE ELAPSED TIME RECORDER FOR EACH
PUMP, AND INDIVIDUAL PUMP RUN LIGHTS.
LEGEND
THE MAIN PUMP CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE, ALL SUPPORTING CONTROL UNITS, IF NOT
- - - ADJACENT BOUNDARY
HOUSED WITHIN THE MAIN PUMP CONTROL PANEL. SHALL BE IN A SEPARATE NEMA 4X ENCLOSURE.
PROPERTY LINE
CENIERUNE
ELECTRIC-
AL SPECIFICATIONS
E OVERHEAD ELECTRIC
1. CONTROL PANEL(S) WILL BE APPROXIMATELY 13" WIDE % 15" HIGH AND A NEMA 4X, UL RATED ENCLOSURE.
--
RICNT OF WAY
PANEL(S) WILL BE SUPPLIED BY THE SYSTEM DISTRIBUTOR.
CONTOURS - INDS
2. PANEL(S) SHALL BE MOUNTED, BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS AND 48" - 60" ABOVE
-
CONTOURS - INTERMEDIATE
THE FINISHED GRADE TO THE BOTTOM OF THE ENCLOSURE.
CP CONTROL PANEL
3. THE ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP/UV DISINFECTION AND
LN ULTRAVIOLET UNIT
CONTROL CORDS. CONTROL PANELS WILL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL TERMINAL
ST SEPTIC TANK
CONNECTIONS. THE SYSTEM INSTALLER WILL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE
IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE DIFFERENT PUMP/UV DISINFECTION POINTS.
o /
¢Rr E-i TREAT RECIRCULATION TANK
4. THE E-Z TREAT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE
V
CO CLEAN OUT
SUPPLIED FOR THE PUMP.
5. THE E-Z TREAT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR
Pki 9'Df-
E-z E-z TREAT TREATMENT POD
`°' POWER `°`�
THE ALARM/CONTROL SIDE OF THE PANEL.
gS�
p' �t n o __
1 IVY" '�//✓/^
6. THE ULTRAVIOLET DISINFECTION REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS.
7. A MINIMUM CONDUIT SIZE OF I%- SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICIAN AS A
Y! v,- ' / �-
p!
CONNECTION BETWEEN THE CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS OUT IN THE
TREATMENT AREA.
8. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASES AND
OR
THESE RECORD ORANINCW HAVE BEEN PREPARED BASED
MOISTURE FROM ENTERING THE CONTROL PANEL. DO NOT USE PERMANENT SILICONE OR EXPANDABLE FOAM
�f��r,
UPON IREC RD FURNISHED HAV BY OTHERS WHILE THIS
PRODUCTS.
_
`-
INFORMATIONDESIGN
CANNOOTT DA�EE THUS
9. ALL PUMP AND FLOAT CONTROL CORDS WILL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL HELP
KEEP SPLICES TO A MINIMUM VINO SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF A SPLICE MUST BE USED,
ITS ACCURACY. NND IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORDDRAIWNG OR FOR ANY ERRORS OR OMMISSONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT
IT MUST BE MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
VERFICATION OF ITS ACCURACY BEFORE
10. ALARMS SHALL BE AUDIBLE AND VISUAL.
APPLYING IT FOR ANY PURPOSE
RECORD DRAWING
11. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
MAINTENANCE SCHEDULE
MR
FREQUENCY
rests
SEPTIC TANK
3 - 6 MONTHS
CHECK FOR SOLIDS ACCUMULATION,
SLOCIN/0 L6, OR BAFFLE DAMAGE,
CLEAN IEFFLUEN, PUMP SEPTACE
CLEAN EFFLUENT FILTER.
PROJECT MANAGER:
PROJECT ENGINEER:
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS IF
GSM
GSM _
NECESSARY
DRAWN BY:
CHECKED BY:
RECIRCULATION TANK
WEEKLY
CHECK PUMPS, CONTROLS, ALARMS,
ELAPSED TIME METERS.
ACC
GSM
DATE:
3-6 MONTHS CHECK FOR SOLIDS ACCUMUWION,
IN/IXFlLTRATION.
NOVEMBER 19, 2019
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
D
SUPPLY UNES
6-12 MONTHS
CHECK FOR EXPOSED PIPE AND
LEAKAGE.
•;' i`,Y�i� '
>iFsBpr/jj
•'
PUMPS. FILTER SYSTEM.
MONTHLY
CHECK FLOW METER READOUT AND
- / +SEALS
h DISTRIBUTION PIPING
COMPARE TO RECORDED ROWS,
17089
CHECK PUMPS VINO FILTER SYSTEM
FOR LEAKS.
p9:, .O-•'1i
QUARTERLY
REMOVE FILTER COVERS AND INSPECT
.yry9).'
FOR ACCMULARES OF DEERS. CHECK
PRESSURE HUGE
, 9. MA
BDIFFERENTIALOND
BEFORE AND AFTER FLUSHING (D.P.
MaCONNELL
c
SHOULD RER.RN ORIGINAL
OPERATING CHECK PUMPS FOR
ARVIER
NORMAL VIBRATION, TEST IMF AV4RN
FUNCIIONS.
& Associates, P. C.
SEMIANNUALLY
REMOVE AND LUBRICATE O-RINGS ON
1903 NORTH HARRISON AVE., SURE 101
FILTER CANISTER, REPLACE IF
DAMAGED. CLEAN 1-1/2' FlLTER
SCREEN AT HYDRAULIC UNR.
CARP, NORTH CAROUNA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
ANNUALLY
REMOVE FILTER SCREEN AND RYV6E
CLEAN USED FILTER SCREEN IN MILD
No. C-1039 TEL: [phone] FAX: [phone]
ADD SO AND STORE FOR NEXT
ROY STALLINGS
ANNUAL REPLACEMENT.
RUSH FIELD SUPPLY AND RETURN
MANIFOLDS BY REMOVING
(UNSCREWING) AR/VACUUM BREAKERS.
E-2 TREAT TREATMENT
MONTHLY
INSPECT CONNROL/ALARM•PAN EL,
SINGLE FAMILY DISCHARGE
SYSTEM
PUMPING SYSTEM EFFLUENT
TKDREATP�AN. ANE-ZTRODD FILiEIL
SEPTIC SYSTEM REPAIR
(TREATMENT UNIT)
ANNUALLY
REPLACE BATTERIES 9N
CHECK VINO. AT
FLOW METER. (IF APLACEB
(I
DURHAM COUNTY, NC
ULTRANQET DISINFECTION
3-6 MONTHS
WIPE (CLEAN) UV LAMPS,
UNIT
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUITED,
MAINTENANCE
SCHEDULE
PROJECT NUMBER I DRAWING NUMBER 8
A75001.00 C-103 UP

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
NOTES E
PRECAST TANKS SHALL BE APPROVED BY THE LOCAL COUNTY 1, SEE C-101 FOR ALL GENERAL NOTES. QQ5
HEALTH DEPARTMENT AND THE MINIMUM VOLUME SPECIFIED IN 6
THE •APPUCA11ON AND SUPPORTING INFORMATION' SUBMITTAL
PVC
REDUCING TEE
F-------------------------r
JE'*Z
"VALVE (FIELD ADJUST TO 4 GPM FOR I 3/4' SCH. 40 30'0 RISER W/COVER
SPIN FILTER RETURN FLOW) PVC RECRC UNE SEE GEN. NOTES
SCH _40 PVC RECIRC. UNE
______________________FT _______________________�_ _� RN. GRADE
OUf - EFFLUENT - - \ \�\ ,` \40 PVCi ELBOW (rm)
FILTER I'I EXISTING 900 GALLON SEPTIC ;I y\�'"- - -_
_• TANK OR NEW 1000 GALLON II — •, $ / / -. h� \
SEPTIC TANK BY DAVID ` ` ` 1' SCH. 4O PVC
I BRANTLET' &SONS. I I I,__ -- FULL UNION (Tn=.)
SEPTIC FLOW PVC
I' PVC CHECK VALVE
'\ GATE VALVE -
- 24'4 E-Z SET RISER W/COMER I FILTER —� H40 PVC LINE TO
I (TYP. UNLESS OTHERWISE NOTED) SERVICE FROM UNION FILTERPOO (TREATMENT POD)
IF BELOW DRIVEWAY OR PARKING LOT THEN IDLE PUMP
USE ONLY H-20 TRAFFIC RATED DEVICES
- }/4' 90' ELBOW
L a RECIRCULATION TEE SECTION
ae• 0.102 TUTS
SEPTIC TANK
0.102 NTS
24'0 E-2 SET RISER
W/COVER (TYP. UNLESS
OTHERWISE NOTED)
NOTE: FIELD VERIFY PRIOR
PLa( TO ORDERING RISERS y EFFLUENT BYPASS
WATER TIGHT SEAL VALVE BY E-Z TREAT— �y FlNISHW GRADE
3/4' ON RISER ASSEMBLY /\.
P'C GROUND ELEVATION- t47 u
CATS \,7 y
\ _ VALVE �N€ lFiIvIE€ nv� .
SC
_ ---------
4' 90' BEND
b
.('40 PVC FLOW TO THE 4' FROM FILTER POO ri THESE RECORD DRAWINGS HAVE BEEN PREPARED BAS(D
INV. IN b RECIRCULATION TANKS 4' SCH. b PVC FLOW CONTROL
ELEV.�k476.5' WATER UNE _ __ CROSS ( -) WEIR a TO ULTRAVIOLET UPON INFORMATION FURNISHED BY OTHERS WHILE THIS
L INV. OUT ELEV.- l476.2' -WATER LEVEL PLATE DISINFECTION UNIT INFORMATION IS BEUEVED TO BE RELIABLE, THE DESIGN
MIN. IS" B0.0W LOWEST F 4' SCH. a PVC (FIELD ADJUST TO SHUT ' (IF APPLICABLE) OR PIWFESSLONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
F.F.E. WIN WATER FLYRIRE OFF RETURN FLOW TO FIELD DOSING TANK NOT RESPONSIBLE FOR DIVE ACCURACY OF THIS RECORD
Fl.OAT BALL RECIRCULATION TANK AT DRAWING OR FOR ANY ERRORS OR OMMIS90NS WHICH MAY
CAST -A -SEAL 6' BELOW SECONDARY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
EXISTING 900 GALLON SEPTIC 402 RUBBER TIMER ELEVATION) RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
$ TANK OR NEW 1000 GALLON 402T (TYPE) INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
SEPTIC TANK BY DAVID
APPLYING IT FOR ANY PURPOSE.
BRANTLEY & SONS. RECORD DRAWING
SIAI TECH SL-I,D EFFLUENT
ENT
POLTROON ENGINEERS
EFFUIEM
FILTER OR ENGINEERS AUGUST S. 2019
APPROVED EQUAL
REVISIONS
NO. I DATE DESCRIPTION
TANK FLOOR-
Z
ALL TANKS REWIRE A 6'
,n TN411FnGnN THICK STONE BASE M.)�1 SEPTIC TANK SECTION s�EFFLUENT BYPASS VALVE SECTION PROJECT MANAGER: PROJECT ENGINEER:
D-102 TUTS _ D-102 NTS GSM GSM
DRAWN BY: CHECKED BY:
ACC GSM
DATE:
ONOVEMBER 19, 2019
P�Pp�vE4s� sue°o
PRECAST CONCRETE \�-17069
'DONUT (OPTIONAL)
a � '•-.9y•P.ri
MacCONNELL
�, & Associates, P. C.
D_ 1903 NORTH HARRISON AVE., SUITE 101
•A, .j� CARY, NORTH CAROLINA 27513
pgt P.U. BOX,29
a- 45' BEND V LICENSE MO : (919)LLE, NORTH X: (919NA 27S1a
60
4• WrE No. C-1D99 TER: (9191457-1279 FAX: [phone]�510
FFr ROY STALLINGS
SINGLE FAMILY DISCHARGE tl
PIPING TO BE 4' SCH. 40 PVC
SEPTIC SYSTEM REPAIR
GRAVITY CLEANOUT DURHAM COUNTY, NC }
D-102 NTS
■m
DETAILS
1 OF 2
PROJECT NUMBER I DRAWING NUMBER S
A75001.00 D-101
7
- JAMES COMPTON - SINGLE FAMILY DISCHARIF -

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
TREATMENT POD PLAN - MODEL 600
(1) STAY -RITE
STEP 30-1/ZHP
E-Z AREA
CONTROL
PANEL
110N H 6UPPLIED
D
II I I
II I I
3/4' SCH. 40'PVC RECIRCULATION UNE TO SEPTIC TANK I
I wll I I _
DAVID BRANTLEY & SONS me3
PUMP TANK 1,000 GALLONS D-TOT
SEPTIC FLOW W I PT-237 OR APPROVED EQUAL I
sI
I 24'0 E-2 SET I I
.'ER W/COVER
UNLESS
I OTHERWISE NOTED) NOTES:
L------------ 1• -- J 1. ULTRAWOLEr LIGHT AS NEEDED
F DUAL OR SINGLE BULB UNIT AS
PRECRIBED
IN GETAL
92 2. ORIENTATION OF UV LIGHT
PER SIIE REQUIEMENIS
X 2'
4'
eREDUCER 2'
0
TO DSCTARGE
OR FIELD DOSING
LN (LOCATION OPTIONAL
CAN BE PLACED INSIDE '-4' X 2'
�1 RECIRCULATION TANK PLAN RECIRCULATION TANK) REDUCER
0.102 N.T.S _
CONTROL PANEL(S) ...LIGHT ALARM LIGHT
(LOCATED WITHIN
10-FEET OF TANKS)
FLEX
PVC
J/4'
GATE
YALVI
INV. IN
ELEV.-4:476.0 -
SEPTIC FLOW
In
a M)
24'4 E-Z SET RISER 300 E-Z SET RISER OR EQUAL -
W/IXMR (TYP. UNLESS WITH COVER. SEE NOTES
OTHERWISE NOTED)
NOTE FIELD VERIFY PRIOR
TO ORDERING RISERS
2l�EN
WATER UNE
DOSE
MITI -SIPHON
HOLE TYP)
WEIGHTED FLOAT
SNITCHES `
DAVID BRANTLEY & SONS
PUMP TANK 1,000 GALLONS LOW
PT-237 OR APPROVED EQUAL
Z
3 HIGH
s - _
(1) STAY -RITE -
STEP 30 1/2HP
--CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
D. BURY CABLE TO
PANEL
INV OUT
1' SUPPLY TO FILTER POD
E-Z BYPASS VALVE
,T-POD RETURN UNE FROM E-Z TREAT
v
SUPPLY
i
N
j
I I
LINE
% •�;
jMODEL
600
F
II
i
I
'A RENT
UNE
MI. OUf -_J 9• TIKX BEDDING O"YP.) S3
a E-Z TREATMENT POD SECTION - MODEL 600
D-102 N.T.S
s ULTRAVIOLET DISINFECTION UNIT
D-102 N.T.S
�ppoo��°
sS sue`
SapVd�peL�r�tt�n9
NGo a vaIv
pate
NOTES
1. EXISTING PIPE ELEVATIONS ME APPROXIMATE
CONDUCTOR SHALL NOTIFY ENGINEER IF EXISTING
ELEVATIONS DO NOT ACCOMMODATE BY-PASS VALVE.
ENGINEER SKA VISIT SITE AND MAY MAKE
ADJUSTMENTS FOR SPUTTER BOX IN LIEU OF BY-PASS
VALVE
2. ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL
BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
OTHERWSE.
3. ALL TANKS SHALL HAVE A MINIMUM 28-DAY CONCRETE
STRENGTH OF 4.000 PSI.
4. TANKS SHALL MEET REINFORCING REQUIREMENTS TO
ACCOMMODATE 300 POUNDS PER SQUARE FOOT.
EITHER STEEL REINFORCING WIRE, REHAR OR
APPROVED FIBER MAY BE USED.
5. ALL SERVICE ACCESS OPENINGS WILL BE A MINIM
OF 24 INCHES AND AS NOTED. EXCEPTIONS MAY BE
MADE ON A CASE BY CASE BASIS WITH E-Z TREATS
PRIOR WRITTEN APPROVAL ALL ACCESS OPENINGS
SHALL BE FITTED WITH E-Z SET RISER ASSEMBLIES.
SERVICE ACCESS OPENINGS FOR THE RECIRCULATION
CYUNOER SHALL BE A 30-INCH OPENING AND FITTED
WITH AN E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC
RATED TANKS SHALL HAVE CONCRETE RISERS.
6. ALL JOINTS (MID -SEAM, TOP -SEAM) SHALL BE SEALED
USING CONCRETE SEALANTS BUM SEALANT j CS-102
MEETING ASTM C-990.
7. TANKS STALL BE LEAK -TESTED PRIOR TO SYSTEM
START UP BY APPLYING A VACUUM OF 5-INCHES OF
MERCURY WITH RISER ASSEMBLIES IN PLACE OR WITH
APPROVAL BY E-Z TREAT, A 24-HOUR STATIC WATER
TEST, IN ACCORDANCE WITH ASTM STANDARDS.
B. NON-OONCREE TANKS SHALL NOT BE USED IN
CONJUNCTION WITH THE E-Z TREAT SYSTEM WITHOUT
PRIOR WRITTEN APPROVAL BY E-Z TREAT.
9. ALL PIPE PENETRATIONS THROUGH PRECAST CONCRETE
TANKS SHALL BE PRESS -SEAL CAN'T -A -SEAL 402
RUBBER BOOTS AND GROUTED.
10. THE FILTER POD INVERT OUT SHALL BE A MINIMUM OF
6' ABOVE THE INVERT IN OF THE RECIRCULATION
TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER 5
GREATER.
M CONTRACTOR MAY USE LARGER TANKS.
12. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE
30'.
13. SYSTEM IN ENT SAMPLE SHOULD BE TAKEN FROM
INLET TEE IN SEPTIC TANK RISER
14. SEE C-103 FOR GENERAL NOTES.
GSM GSM
DRAWN BY: CHECKED BY:
NOVEMBER 19. 2019
SF1A
17W9
& Associates, P. C.
1903 NORTH HARRISON AVE., SUITE 101
CARY, NORTH CAROLINA 27513
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1039 TEL: [phone] FAX: [phone]
ROY STALLINGS
SINGLE FAMILY DISCHARGE
SEPTIC SYSTEM REPAIR
DURHAM COUNTY, NC
DETAILS
2 OF 2
(a1 RECIRCULATION TANK SECTION
0.102 N.T.S
PROJECT NUMBER DRAWING NUMBER
A75001.00 I D-102

DocuSign Envelope ID: D7DC8855-57FF-47CO-95B3-5CO502D4DAOA
NORTH CAROLINA
ErtOri011mentalQuag y
Applicant for Certificate of Coverage:
General Permit Number:
C',OC Nnmher-
Coun
Engineer's Certification:
ROY COOPER
Governor
MICHAEL S. REAGAN
Secretary
S. DANIEL SMITH
Director
Roy W. Stallings Jr. Owner
NCG570000
NCG570023
Durham
I, , a duly registered Professional Engineer in the
State of North Carolina, having been authorized by the Permittee to observe [full time, daily,
periodically] the construction of the project known as,
Project Name & Location
hereby state that, to the best of my abilities, I have practiced due care and diligence to observe the
construction of said project such that it was advanced and completed in accordance and in compliance
with the approved plans and specifications, the Certificate of Coverage (COC), and the Authorization to
Construct (ATC) issued by the Division of Water Resources.
Signature
Registration No.
Date
[Stamp]
[Any person who knowingly makes any false statement, representation, or certification in any application, record,
report, plan or other document filed or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under
Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty
of a misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by
both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment not more
than 5 years, or both, for a similar offense.)]
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 — 919.707.9000