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RALEIGH, NORTH CAROLINA 27607 DRAWINGPIBLE ORSFOR ANY ERRORS ORACY OMMSSIONIS WHCHRMAY JUNE 27, 2018
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INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE J
MORRISVILLE NORTH CAROLINA 27560 APPLYING IT FOR ANY PURPOSE. NO. DATE DESCRIPTION SHEET
PROJECT MANAGEMENT LICENSE No.
1 08/28/18 REV. PER DEQ
C-1039
TEL: [phone] FAX: [phone] RECORD DRAWING 2 10/29/18 REV. PER DEQ C-102,3,5
J U LY 16 2019 3 07/16/19 RECORD DRAWINGS ALL
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A66402.00 - MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E-Z TREAT SYSTEM

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NOTES
1. SEE C-104 FOR ALL GENERAL NOTES.
2. TAKEN FROM EXISTING PERMIT & DRAWINGS
BY WILLIAM T. O'DANIEL, PE, PERMITTED ON
2-25-2004.
LEGEND
- - - - - - - - - - - - - - ADJACENT BOUNDARY
E
- - x - - x - - x - - x
CP
UV
ST
EZRT
CO
E-Z
COL)
FDT
PROPERTY LINE
CENTERLINE
OVERHEAD ELECTRIC
SETBACKS
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
SPRAY FIELD BOUNDARY
WIRE FENCE
CONTROL PANEL
ULTRAVIOLET UNIT
SEPTIC TANK
E-Z TREAT RECIRCULATION TANKI
CLEAN OUT
E-Z TREAT TREATMENT POD
POWER POLE
FIELD DOSING TANK
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 163 2019 .
I
REVISIONS
N 0. DATE DESCRIPTION
1
2 10/29/18 PER DEQ
PROJECT MANAGER: PROJECT ENGINEER:
I GSM � MA - I
.
CHECKED BY:
- LHB GSM
DATE:
JUNE 27, 2018
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SETBACK PARAMETER
IRRIGATION SYSTEM
-
TR EATM ENT/STO RAGE UNITS
ANY HABITABLE RESIDENCE OR PLACE OF ASSEMBLY UNDER SEPARATE
OWNERSHIP OR NOT TO BE MAINTAINED AS PART OF THE PROJECT SITE
489'
-
N/A
ANY HABITABLE RESIDENCE OR PLACE OF ASSEMBLY OWNED BY THE
PERMITEE TO BE MAINTAINED AS PART OF THE PROJECT SITE.
325'
,/,/ /� I/ /
V//, � ivA
ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE
N/A
295'
SURFACE WATERS (STREAMS -INTERMITTENT AND PERENNIAL, PERENNIAL
WAIER BODIES, AND WETLANDS)
143'
152'
GROUNDWATER LOWERING DITCHES (WHERE THE BOTTOM OF THE DITCH
INTERSECTS THE SHWT)
N/A
�
IONS (EPHEMERAL STREAMS, WATERWAYS, DITCHES
N/A
I
ANY WELL WITH THE EXCEPTION OF MONITORING WELLS
N/A
295'
ANY PROPERTY LINE
204'
261'
NKMENTS OR CUTS TWO FEET OR MORE IN HEIGHT
N/A
ANY WATER LINE FROM A DISPOSAL SYSTEM
N/A
.11
WATER LOWERING DRAINAGE SYSTEMS
N/A
�,
ANY SWIMMING POOL
N/A
z
PUBLIC RIGHT-OF-WAY
1 204'
.1
NITRIFICATION FIELD
-
� N/A
ANY BUILDING FOUNDATION OR BASEMENT
1 325'
NOTES
1. SEE C-104 FOR ALL GENERAL NOTES.
LEGEND
- - - - - - - - - - - - - - ADJACENT BOUNDARY
PROPERTY LINE
- CENTERLINE
- E
- - - - - SETBACKS
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
- - - - - - SPRAY FIELD BOUNDARY
- -X- -X- -X- -X- WIRE FENCE
CP
UV
ULTRAVIOLET UNIT
ST
SEPTIC TANK
EZRT
E-Z TREAT RECIRCULATION TANK
CO
CLEAN OUT
E-Z
E-Z TREAT TREATMENT POD
CaD
POWER POLE
FDT
FIELD DOSING TANK -
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 1 9
REVISIONS
N 0. DATE DESCRIPTION
1
2 10/29/18 PER DEQ
1) u // Io/ I �j KL(,UKU IJKAVVIINU�)
PROJECT MANAGER: PROJECT ENGINEER:
I GSM � MA I
.
CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
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- MacCOtNiNhLL
& Associates, P. C.
1101 NOWELL ROAD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P. 0. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
No. C-1 039 TEL: [phone] FAX: [phone]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
OVERALL SITE PLAN WITH
500 FOOT AREA SETBACK
PROJECT NUMBER I DRAWING NUMBER
A66402.00 C-1 02
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A66402.00 - MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E-Z TREAT SYSTEM

.1
280
�285 �
290
295 \ \
- _ =
�—
/ EXISTING 1,200
I o — \ GALLON SEPTIC
/ \ \ / / / TANK TO REMAIN -
EXISTING 1,200
Lot
GALLON PUMP
TANK TO REMAIN
°
335
f235 OF 1.5
SCH. 40 PVC PIPE
\ _ \ TO RECIRCULATION TANKCO
\ TREATMENT SYSTEM FOR \ \ ---- ---- \/ —
/ ' PROPOSED WINERY
� EZRT � \ � ` � EXISTING HOME \ �
E—Z--
/ UV —� �340—
/ / FDT
/ CPs FM
ZZ
/ SHUT OFF
VALVE-
345
/
MOUNT MINI—CLIK
RAIN SENSOR TO 1 / \ /
PANEL POST
f 1221 LF OF 1-1 /2"J
SCH.40 PVC TO
SPRAY FIELD
PROPOSED
WINERY
1Z
0
13
\ �Z
OC-
O
PROPOSED TREATMENT SYSTEM PLAN
1 "=20'
�50
�/
\ 305 �
187.72' /
/ \ \ FENCE
3pp \ /
— —
/� —x x x x x x X —x X— — X X _ x
/x x — —
/ — — _ —
KSAT
QO #E15�^ \ / \
1 1 /2" SCH40. PVC p U \\\'
67.75' "' 68.5 1'
/ II `\
I 1ll SCH40. PVC 1,
I
iI x
I
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KSAT
/ o x l/ #J22 /
y
[ 1 1 /4" SCH40. PVC 0 n
KSAT) /
� I #J21 � KSATpig
/
1
I � 70.16 , 72.38 � �
�x — x x —x x x
� — x
L39, SUITABLE SOIL BOUNDARY
—x X RADIUSRTYP. AY
(WHITE STORE SOILS ON
X IRRIGATION SITE)
/ 214.68'
.290
STREAM =
GRAPHIC SCALE: 1 " = 20'
0 10 20 40 60 K 2 PROPOSED SPRAY FIELD PLAN / KSAT OVERLAY
C-103 ) 1 "=20'
GRAPHIC SCALE: 1 " = 20'
0 10 20 40 60
NOTES
1. SEE C-104 FOR ALL GENERAL NOTES.
LEGEND
--------
ADJACENT BOUNDARY
PROPERTY LINE
CENTERLINE
-
OVERHEAD ELECTRIC
E
— — —
SETBACKS
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
- — — — — -
SPRAY FIELD BOUNDARY
— -x- -x- -x- -x—
WIRE FENCE
CID
CONTROL PANEL
UV
ULTRAVIOLET UNIT
ST
SEPTIC TANK
EZRT
E-Z TREAT RECIRCULATION TANK
CO
CLEAN OUT
E-Z
E-Z TREAT TREATMENT POD
Cc-)
POWER POLE
FDT
FIELD DOSING TANK
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 169 2019
REVISIONS
NO. DATE DESCRIPTION
1 8/28/18 PER DEQ
2 10/29/18 PER DEQ
3 07/16/19 RECORD DRAWINGS
PROJECT MANAGER: PROJECT ENGINEER:
GSM MA
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
I'
0 k '
GOm NO
ti':
IIIIf y�jj4Z
MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
PROPOSED SYSTEM
PLAN
PROJECT NUMBER
A66402.00
DRAWING NUMBER
C-103
66402.00 - MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E-Z TREAT SYSTEM

00
NOTES
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS ALSO
RESPONSIBLE FOR FIELD VERIFYING 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, NCDOT AND SAFETY REQUIREMENTS.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO ADDITIONAL COST
TO THE OWNER.
5. DRAIN ALL ROOF AND TOE DRAINS AWAY FROM SPRAY FIELD AND TREATMENT UNITS.
6. PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL TO WASTEWATER TREATMENT AND DISPOSAL SYSTEMS.
7. NO SWIMMING POOL SHALL BE INSTALLED WITHIN 100 FEET OF IRRIGATION AREA.
8. PROPOSED DWELLING AND DRIVEWAY LOCATIONS ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE DETERMINED BY
ARCHITECT. DO NOT DISTURB SOIL OR STORE BUILDING MATERIALS ON PROPOSED IRRIGATION FIELD.
9. ALL PIPE SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.
10. THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA BY A LICENSED SOILS CONSULTANT. ANY
CHANGE IN LAYOUT, BY THE CONTRACTOR, OUTSIDE THE DELINEATED AREA WILL NEED TO BE APPROVED BY THE SOILS
CONSULTANT AND THE ENGINEER.
- DWELLING -
F.F.E. ±335.25'
(ASSUMED)
FIN. GRADE ±332.75'
GROUND EL. ±333.39'
4" SCH. 40 PVC ® 2.00% MIN. INV. EL. INV EL.
t327.01 '
±331.95' (DWELLING) ±326.67'
EXISTING 1,200 GALLON
SEPTIC TANK
NOTES:
1. TANK LOCATIONS ARE NOT TO SCALE SO AS TO
SHOW EACH TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
ELECTRICAL SPECIFICATIONS
1. THREE DIFFERENT CONTROL PANELS WILL CONTROL THE WASTEWATER SYSTEM. ONE CONTROLS THE PRETREATMENT,
ONE CONTROLS THE FINAL DISPERSAL, AND ONE CONTROLS THE ULTRAVIOLET DISINFECTION.
2. EACH PANEL SHALL BE APPROXIMATELY 13" WIDE X 15" HIGH AND IS A NEMA 4X, UL RATED ENCLOSURE. THE
PANELS SHALL BE SUPPLIED BY THE SYSTEM DISTRIBUTOR.
3. THE PANELS SHALL BE MOUNTED BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS. THEY SHALL BE MOUNTED
NEXT TO EACH OTHER AND 48" - 60" OFF THE FINISHED GRADE TO THE BOTTOM OF THE ENCLOSURE.
4. THE INSTALLER'S ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP/UV AND CONTROL
CORDS. EACH CONTROL PANEL SHALL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL TERMINAL CONNECTIONS. THE
SYSTEM INSTALLER SHALL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE
ACCESS RISER AT THE DIFFERENT PUMP/UV POINTS.
5. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE
SUPPLIED FOR THE PUMP.
6. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE
ALARM / CONTROL SIDE OF THE PANEL.
7. THE FINAL DISPERSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE
SUPPLIED FOR THE PUMP.
8. THE FINAL DISPERSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE
ALARM / CONTROL SIDE OF THE PANEL.
9. A MINIMUM CONDUIT SIZE OF 1 %" SHALL BE FURNISHED AND INSTALLED BE THE ELECTRICIAN AS A CONNECTION
BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS OUT IN THE TANK AREA.
10. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASES AND
MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT USE PERMANENT SILICONE OR EXPANDABLE FOAM
PRODUCTS.
11. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL HELP KEEP
SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF A SPLICE MUST BE USED, IT MUST BE
MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
12. ALARMS SHALL BE AUDIBLE AND VISUAL.
13. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
GROUND EL. ±332.00'
INV. EL. INV EL.
±326.50'
t326.33'
EXISTING 1,200 GALLON
PUMP TANK
1.5" SCH. 40 PVC
E-Z TREAT
POD FILTER
2'-0" MIN.
T
Fc-plFc-plFc-pl
T 1,000 GALLON
JJ
E-Z TREAT
RECIRCULATION
TANK
4,500 GALLON FIELD
DOSING/STORAGE TANK
UV
E-Z TREAT
POD FILTER
POD INV. OUT
GROUND EL. ±339.00' ±336.70"
INV.EL.
==:3E--±337 1,000 GALLON
E-Z TREAT
RECIRCULATION
TANK
BYPASS
INV.EL.
t336.4'
TREATMENT SYSTEM PLAN AND HYDRAULIC PROFILE
NTS
TO SPRAY FIELD
1421C12 IUD,
FORCE MAIN
GROUND
GRAVITY LINE
FLOW DIRECTION 0-
OPERATING REGIME FOR SPRAY IRRIGATION SYSTEM
1. SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT
FILTER WITH 34 GALLONS OF SEPTIC TANK EFFLUENT EVERY 14 TO 20 MINUTES. THE FIELD DOSING
CONTROL PANEL WILL ACTIVATE THE SPRAY IRRIGATION PUMP TO DOSE THE SPRAY IRRIGATION FIELD
ONCE PER DAY. FLOW TO THE SPRAY IRRIGATION FIELD IS SET AT 360 GALLONS PER DOSE OR LESS
(IF THE LOW LEVEL SIGNAL IS ACTIVATED). WHEN THE PREPROGRAMMED VOLUME IS REACHED THE
ACTIVE PUMP WILL BE DE -ENERGIZED. THE PUMP WILL ALSO DE -ENERGIZE IF THE LOW WATER LEVEL
"PUMP OFF" SWITCH IS ACTIVATED.
2. IF THE HIGH WATER LEVEL "ALARM" FLOAT SWITCH IS ACTIVATED, THE SYSTEM WILL BEGIN ITS
OPERATION OF DELIVERING THE PREDETERMINED DOSE VOLUME, AND SHALL ALSO ENERGIZE THE
AUDIBLE AND FLASHING ALARM FIXTURES. (ONCE ENERGIZED, THE FLASHING AND AUDIBLE ALARM
UNITS WILL ONLY BE RESET MANUALLY OR BY REACHING LOW LEVEL CONDITIONS.)
3. THE SPRAY PANEL MICROPROCESSOR MAY LOG AND RECORD FOR LATER RETRIEVAL CYCLES DOSED
AND ANY ALARM CONDITION.
4. 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.
5. THE MAIN PUMP CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE. ALL SUPPORTING CONTROL
UNITS, IF NOT HOUSED WITHIN THE MAIN PUMP CONTROL PANEL, SHALL BE IN A SEPARATE NEMA 4X
ENCLOSURE.
NOZZLE EL. NOZZLE EL. NOZZLE EL. NOZZLE EL. NOZZLE EL. NOZZLE EL.
±296.82' ±299.94' ±299.36' ±300.82' ±300.44' ±299.17'
GROUND EL. t341.00'
INV.EL. GROUND EL. GROUND EL.
UV ±335.90' GROUND EL. GROUND EL. GROUND EL. GROUND EL.
4,500 GALLON FIELD f296.82' t299.94' t299.36' t300.82' t300.44' ±299.17'
DOSING/STORAGE TANK
TO SPRAY FIELD SPRAY FIELD
4" SCH. 40 PVC
NOTES
1. SEE C-104 FOR ALL GENERAL NOTES.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 16 2019
REVISIONS
N0. DATE DESCRIPTION
1 8/28/18 PER DEQ
2 10/29/18 PER DEQ
3 07/16/19 RECORD DRAWINGS
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
t'+ OL
17069
p� LNG 111.•'' e p��f � • 7Y7 A ` ���` �/
MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
NOTES AND HYDRAULIC
PROFILE
y PROJECT NUMBER DRAWING NUMBER
A66402.00 C-104
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��HYDRAULIC PROFILE ALIGNMENT
SCALE: 1 "=100'
IRRIGATION FORCE MAIN TO SPRAY FIELD 1-1/2" / 1-1/4" / 1" PVC
HORIZONTAL SCALE: 1 "=1 00'VERTICAL SCALE: 1 "=10'
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0 50 100 200 300
NOTES
1. SEE C-104 FOR ALL GENERAL NOTES.
LEGEND
- - - - - - - - - - - - - - ADJACENT BOUNDARY
E
PROPERTY LINE
CENTERLINE
OVERHEAD ELECTRIC
SETBACKS
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
- — — — — - SPRAY FIELD BOUNDARY
- X - - X - - X - - X WIRE FENCE
CP
CONTROL PANEL
UV
ULTRAVIOLET UNIT
ST
SEPTIC TANK
EZRT
E-Z TREAT RECIRCULATION TANK
CO
CLEAN OUT
E-Z
E-Z TREAT TREATMENT POD
Co-)
POWER POLE
FDT
FIELD DOSING TANK
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 16 2019
REVISIONS
N0. DATE DESCRIPTION
1 8/28/18 PER DEQ
2 10/29/18 PER DEQ
3 07/16/19 RECORD DRAWINGS
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
SEAL
170 9
S 6,
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MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
FORCE MAIN
PROJECT NUMBER I DRAWING NUMBER
A66402.00 C-105
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A66402.00 - MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E-Z TREAT SYSTEM

NOTES
1. SEE C-104 FOR ALL GENERAL NOTES.
0
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BASIS OF DESIGN
BEDROOMS
GPD/BR
INITIAL DESIGN
FLOW
FINAL DESIGN
FLOW (GPD)
REDUCTION
FLOW (GPD)
4
1 120
1 480
0%
480
TREATMENT TABLE
E-Z TREAT PODS REQUIRED:
IE-Z
1
PODS
TREAT RE -CIRCULATION RATIO:
6
TIMES ADF
TOTAL E-Z TREAT FLOW PER DAY:
2646.5
GALLONS
E-Z TREAT RE -CIRCULATION CYCLES PER DAY:
77.838
CYCLES
E-Z TREAT VOLUME PER DOSE:
34
GALLONS
RE -CIRCULATION TIMER ON:
2.5
MINUTES
RE -CIRCULATION TIMER OFF:
16
MINUTES
RE -CIRCULATION DOSE CYCLE:
18.5
MINUTES
DENITRIFICATION GALLONS RETURNED:
778.38
GALLONS/DAY
DENITRIFICATION RETURN SETTING:
4
GPM
E-Z TREAT SURFACE AREA:
29
SQUARE FEET
E-Z TREAT LOADING RATE:
17
GPD/SQUARE FOOT
SPRAY FIELD DOISNG TABLE
TOTAL NUMBER OF ZONES
1
ZONES
NUMBER OF DOSES PER DAY PER ZONE:
1
DOSES/DAY
NUMBER OF SPRAY HEADS PER ZONE:
6
SPRAY HEADS
FLOW RATE PER SPRAY HEAD PER ZONE:
3.1
GPM
TOTAL FLOW RATE PER ZONE:
18.6
GPM
TIMER ON. PUMP RUN TIME PER DOSE/ZONE:
25.81
MINS
TIMER OFF. PUMP OFF TIME BETWEEN DOSES:
23.56
HRS
SET DOSE TIME PER DAY PER ZONE:
2:00:00
HRS:MINS
ALL ZONES NUMBER OF DOSES PER DAY
1
DOSES/DAY
ALLOW TIME FOR FIELD TO PRESSURIZE:
0.50
MINS
DOSE VOLUME PER ZONE:
480
GPD
BASE MAP
INFO FROM:
THREE
OAKS
ENGINEERING & DURHAM COUNTY GIS
PROPERTY
SURVEY PROVIDED BY:
THREE
OAKS
ENGINEERING
EFFLUENT LIMITS PER 15A NCAC 02T .0605
CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND (C BOD):
<30
MG/L
TOTAL SUSPENDED SOLIDS (TSS):
<30
MG/L
AMMONIA NITROGEN - NH3-N
<15
MG/L
FECAL COLIFORM:
<200
/100 ML
ELEVATION SUMMARY
RECIR. TANK ELEVATION
GRADE EL. (+)
339.0
FT
TOP OF TANK EL (+)
337.5
FT
INV. IN (+)
336.5
FT
FLOOR EL. (+)
333.1
FT
BYPASS EL. (+)
336.4
FT
PUMP OFF EL. (+}
334.6
FT
PUMP ENABLE EL. (+)
334.9
FT
HIGH WATER ALARM EL. +
336.7
FT
EZ TREAT POD
GRADE EL. (+)
339.0
FT
INV. OUT (+)
336.7
FT
FIELD DOSING RANK ELEVATION
GRADE EL. (+)
341.0
FT
TOP OF TANK EL (+)
336.9
FT
INV. IN (+)
335.9
FT
FLOOR EL. (+)
328.1
FT
PUMP OFF EL. (+}
329.6
FT
PUMP ENABLE EL. (+)
329.9
FT
HIGH WATER ALARM EL. +
3 3 5. 91
FT
OPERATION & MAINTENANCE TASKS
UNIT
FREQUENCY
TASK
CHECK FOR SOLIDS ACCUMULATION,
SEPTIC TANK: DAMAGE
3 - 6 MONTHS
BLOCKAGES, OR BAFFLE DAMAGES,
IN/EXFILTRATION, PUMP SEPTAGE.
PUMP OUT ACCUMULATED SOLIDS IF
SEPTIC TANK: SOLIDS AND SCUM
12 MONTHS
NECESSARY, REMOVE SCUM LAYER.
EFFLUENT FILTER: TESTING
3 -6 MONTHS
CHECK AND CLEAN AS NEEDED.
EFFLUENT FILTER:
REPLACE EACH TIME SEPTIC TANK IS
12 MONTHS
REPLACEMENT
PUMPED.
INSPECT CONTROL/ALARM PANEL,
E-Z TREAT TREATMENT UNIT
MONTHLY
RECIRCULATION TANK, AND E-Z TREAT
TREATMENT UNIT (FILTER POD).
WIPE (CLEAN) UV LAMP, CHECK INTENSITY
ULTRAVIOLET DISINFECTION
WEEKLY
AND REPLACE LAMP WHEN REQUIRED.
PUMP TANKS:
CHECK PUMPS, CONTROLS, ALARMS,
WEEKLY
PUMPS AND CONTROLS
ELAPSED TIME METERS.
PUMP TANKS:
CHECK FOR SOLIDS ACCUMULATION, OR
3 - 6 MONTHS
SOLIDS AND POTENTIAL LEAKS
INFILTRATION AND EXFI LTRATI O N .
PUMP TANKS:
REMOVE SCUM LAYER WHEN SEPTIC TANK IS
12 MONTHS
SCUM ACCUMULATION
PUMPED.
SPRAY FIELD:
WEED EAT VEGETATIVE COVER TO A MINIMUM
2 - 4 WEEKS
VEGETATION
HEIGHT OF 4 INCHES IF APPLICABLE TO
GRASS: HARVEST AND REMOVE EXCESSIVE
SPRAY FIELD:
GRASS.
12 MONTHS
WOODS: CHECK TO MAKE SURE THAT
VEGETATION
NOZZLES ARE NOT OBSTRUCTED.
SPRAY SYSTEM:
CHECK FOR LEAKS IN FORCE MAINS AND
3 - 6 MONTHS
PIPING AND DISTRIBUTION EQUIPMENT
SPRAY HEADS, ODORS, PONDING, AND
SPRAY SYSTEM:
MONTHLY
CHECK FOR CLOGS IN NOZZLES
NOZZLES
PUMPS, DISTRIBUTION PIPING, AND
MONTHLY
CHECK PUMPS FOR LEAKS.
ALARM SYSTEM
CONTROL PANEL AND
6 -12
CHECK AMP READOUT AND COMPARE TO
PUMP EFFICIENCY
MONTHS
MANUFACTURERS INSTRUCTIONS.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
1 JULY 16. 2019 II
REVISIONS
NO. DATE DESCRIPTION
1 8/28/18 PER DEQ
2 10/29/18 PER DEQ
3 07/16/19 RECORD DRAWINGS
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
I DRAWN
LHBBY: CHECKED
GSMBY: I
DATE:
JUNE 27, 2018
,,,,,,$111 ,,,
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17069
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r1", P. 11111i 09
MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
CALCULATIONS
AND MAINTENANCE
PROJECT NUMBER I DRAWING NUMBER
A66402.00 I C-106
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SEPTIC_ RECIRCULATION_ AND FIELD DOSING/STORAGE TANKS
NTS
1-1/2" PVC
GATE VALVE
30"0 E—Z SET
RISER W/COVERS
1-1/2" SCH. 40
PVC FULL UNION
(TVP )
1 1 /2"0 SCH. 40
FROM EXISTING
PUMP TANK
4" SCH. 40 PVC
DROP TEE (TYP.)
30"0 E—Z SET
RISER W/COVER
SEE GEN. NOTES
1-1/2" PVC
04 Q GATE VALVE
1-1/2" ELBOW (TYP.)
SCH. 40 PVC
FULL UNION (TYP.)
1-1/2" PVC
CHECK VALVE
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ui
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BEDDING (TYP.) NUMBER STEP 30 1/2HP
SEPTIC TANK- RECIRCULATION TANK- AND FIELD DOSING/STORAGE TANK SECTIONS
NTS
Y LINE
4" 0 RETURN LINE
NUMULK 5i I LP ZU 1 /ZHP
TOP OF POD
3' ALL AROUND
r
ELECT BACKFILL
REE OF DEBRIS
ri
3" PVC STAND
4"
B
D-101
RECIRCULATION TANK SECTION
NTS
" 90' BEND
" TO
LTRAVIOLET
ISINFECTION
NIT
LL TANKS
EQUIRE A 6"
SICK STONE
ASE (TYP.)
NOTES
1. SEE C-104 FOR GENERAL NOTES.
2. CAST INLET AND OUTLET BOOTS ARE REQUIRED FOR
ALL TANKS.
3. ALL RISER LIDS SHALL HAVE SS TAMPER RESISTANT
BOLTS.
4. ALL PIPING SHALL BE SCH 40 PVC UNLESS
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL
BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
OTHERWISE.
5. SEPTIC TANK(S) SHALL BE CONSTRUCTED WITH A
BAFFLE WALL DIVIDING THE TANK INTERIOR 2/3rd TO
1/3 rd. THE BAFFLE WALL SHALL BE CONSTRUCTED
TO PERMIT PASSAGE OF EFFLUENT THROUGH A SLOT
OR HOLES LOCATED BETWEEN 45 AND 55 PERCENT
OF THE INTERIOR DEPTH.
6. ALL TANKS SHALL HAVE A MINIMUM 28—DAY CONCRETE
STRENGTH OF 4,500 PSI.
7. TANKS SHALL MEET REINFORCING REQUIREMENTS TO
ACCOMMODATE 300 POUNDS PER SQUARE FOOT.
EITHER STEEL REINFORCING WIRE, REBAR OR
APPROVED FIBER MAY BE USED.
8. ALL JOINTS (MID —SEAM, TOP —SEAM) SHALL BE SEALED
USING CONCRETE SEALANTS BUTYL SEALANT # CS-102
MEETING ASTM C-990.
9. TANKS SHALL BE LEAK —TESTED PRIOR TO SYSTEM
START UP BY APPLYING A VACUUM OF 5—INCHES OF
MERCURY WITH RISER ASSEMBLIES IN PLACE OR A
24—HOUR STATIC WATER TEST, IN ACCORDANCE WITH
ASTM STANDARDS.
10. ALL PIPE PENETRATIONS THROUGH PRECAST CONCRETE
TANKS SHALL BE PRESS —SEAL CAST —A —SEAL 402
RUBBER BOOTS AND GROUTED.
11. CONTRACTOR MAY USE LARGER TANKS.
12. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE
30".
13. ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM
OF 24 INCHES. EXCEPTIONS MAY BE MADE ON A CASE
BY CASE BASIS WITH E—Z TREAT'S PRIOR WRITTEN
APPROVAL. ALL ACCESS OPENINGS SHALL BE FITTED
WITH E—Z SET RISER ASSEMBLIES. SERVICE ACCESS
OPENINGS FOR THE RECIRCULATION CYLINDER SHALL
BE A 30—INCH OPENING AND FITTED WITH AN E—Z
SET 30—INCH RISER ASSEMBLY. TRAFFIC RATED TANKS
SHALL HAVE CONCRETE RISERS.
14. NON —CONCRETE TANKS SHALL NOT BE USED IN
CONJUNCTION WITH THE E—Z TREAT SYSTEM WITHOUT
PRIOR WRITTEN APPROVAL BY E—Z TREAT.
15. 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 IS
GREATER
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 16 2019
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
Ot
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17069 =
A 111 Lyl y1�V !
- MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
DETAILS - 1 of 2
PROJECT NUMBER I DRAWING NUMBER
A66402.00 D-101
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A66402.00 — MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E—Z TREAT SYSTEM

00
100%
4" WELL CAP
BACKUP
DISCONNECT
NOTES:
PRI
RY LAMP
�
[LAMP
UNION (TYP.)
4" 2"
4"
1.
ULTRAVIOLET LIGHT PURIFIER
211
UV-102 BY E-Z TREAT.
O
2.
PROVIDE DUAL GFI RECEPTACLE
4" x 2"
17-
4' 2"
FOR UNIT AND HEAT TAPE. FIELD
REDUCER
x
ROUTE 2-#12,1-#12G, IN 3/4"
ih
REDUCER
1/2" BALL
PVC CONDUIT TO 120 VOLT
-•-x-
-•-x-
VALVE
SINGLE PHASE 20 AMP BREAKER
AT HOUSE.
io
2 STRANDS OF WIRE
3.
ORIENTATION PER SITE
TOP VIEW
f CONTROL
REQUIREMENTS.
WITH ALARM
4.
INSTALL 1/2" BALL VALVE FOR
SAMPLING DOWNSTREAM OF U.V.
00
FINISH
GRADE
NOTES:
UNIT.
SALT TREATED 4% 4"
V�,�A�,�A�A�
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5.
MAY LOCATE IN RECIRCULATION
ROUND VALVE BOX
SCHRADER VALVE 1. LOCATE AT HIGH POINT ON FORCEMAIN.
TANK IF ACCESS PROVIDED.
2 x2 xl 2
������/,�i
1" THREAD DIAMETER 2. AIR RELIEF VALVE BY JAIN, PART
REDUCING
TEE
AIR/VACUUM
1" PVC UTILITY BALL #12090023, MODEL #VBK-1.
z
BREAKER (AVBK-1)
VALVE W/ THREADED
00
ENDS (NORMALLY OPEN).
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4"
1 " SCH. 80 PVC NIPPLE
4" / / 2 i / /
i '/
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LENGTH AS REQUIRED
BRICK SUPPORTS
(THREE)
\/\\/\\/\\/�
1/2- BALL '
�\\/
4" x 2" i�\/j�\//�\/\�\//\/
i VALVE
PEA GRAVEL SUMP
REDUCER
4" x 2"
NOTE.
2" PVC FORCEMAIN
��
30 DIA.
DISCONNECT
REDUCER
E-Z SET
� N
UNION (TYP.)
1. POSTS TO BE PLACED t20' O.C.
RISER
HEAT PAD
PRIMARY
00
a
100%
LAMP,
N
N
BACKUP
TWO STRAND
WIRE
FENCE
AIR
RELEASE
VALVE
LAMP
2
A
A
NTS D-102
NTS
11-. - CONCRETE
(OPTIONAL)
NOTE:
1. PIPING TO BE 4" SCH. 40 PVC.
fl 4 GRAVITY CLEANOUT
D-102 NTS
1" X 1" X 1/2"
GALV. TEE
0
I
1-1/2" SCH. 40
PVC HEADER PIPE
W/ SWING JOINT,
TEE, OR ELL-
1 1 2" X 1"
RAIN BIRD MODEL 20ADJB,
#9 NOZZLE ® 3.1 GPM, 30 PSI,
39' RADIUS, 23' ANGLE
1 "xj" REDUCER
1" BRASS BALL VALVE
1 " SCH. 40 GALV. STEEL PIPE
�31Ii![ewli:7_1dm
RAINBIRD 16A-FDV
FILTERED DRAIN VALVE
BACKFILL WITH CLEAN
WASHED #57 STONE & WRAP
IN MIVAFI GEOTEXTILE
_�$--1" GALV. STEEL
PIPE RISER, STEM
_ / 1. AND 1" TEE
o BUSHING REDUCER 2,000 PSI CONCRETE
I
1 " SCH. 40
PVC (LENGTH 1" GALV. CAP
VARIES)
6
D-102
I�I
NOZZLE DETAIL
NTS
FINISHED
GRADE
1-1/2"x1" PVC S X MIP
ADAPTER (TYP. OF 2)-
5
D-102
1" POSITIVE DISPLACEMENT NOTES:
WATER METER
1. BADGER MODEL 55 FLOWMETER
FOR IRRIGATION LINE.
6" MIN. #57 HEAT PAD RECTANGULAR HDPE
STONE (TYP.) METER BOX
IRRIGATION FLOW METER
NTS
IM-MR&W32140
LEAD WIRES TO,,- �J
CONTROLLER
NOTE:
1. DO NOT COVER.
2. RAIN SENSOR SHALL BE MODEL
MINI-CLIK BY HUNTER.
RAIN SENSOR
NTS
NON -CORROSIVE
REFLECTIVE AND
PROTECTIVE SLEEVE
3
D-102
WASHED #57
STONE
SECTION VIEW
ULTRAVIOLET DISINFECTION
NTS
5' MIN. FOR SEPTIC TANK AND
E-Z TREAT RECIRCULATION TANK
10' MIN. FOR FIELD DOSING/STORAGE TANK
TOP VIEW
SIDE VIEW 'lq"" 5
8
D-102
NOTES:
1. CABLES SHALL BE 3/16" STAINLESS STEEL, LENGTH
VARIES PER TANK.
2. CONNECT CABLE TO REBAR EMBEDDED IN BALLAST
WITH STAINLESS STEEL CLAMP.
3. TIGHTEN MINIMUM 2 CABLES PER TANK.
4. EACH CABLE SHALL BE A MINIMUM OF 2' FROM END
OF TANK.
5. REBAR SHALL BE NO. 4.
6. BALLAST MAY BE PRECAST OR POURED IN PLACE.
7. TOTAL FIELD DOSING/STORAGE TANK BALLAST SHALL BE
A MINIMUM OF THREE (3) CUBIC YARDS.
8. TOTAL E-Z TREAT RECIRCULATION TANK BALLAST SHALL
BE A MINIMUM OF ONE AND ONE HALF (1.5) CUBIC
YARDS.
9. TOTAL SEPTIC TANK BALLAST SHALL BE A MINIMUM OF
ONE AND ONE HALF (1.5) CUBIC YARDS.
NOTE 1
1►[+1lm6l
END VIEW
TANK BALLAST DETAIL (OPTIONAL
NTS
NOTES
1. SEE SHEETS C-104 AND D-101 FOR GENERAL
NOTES.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 165 2019
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
5'Slllllll 11
N OC
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17069 -
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Illli ll�111�
MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
DETAILS - 2 of 2
PROJECT NUMBER
A66402.00
DRAWING NUMBER
D-102
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A66402.00 - MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E-Z TREAT SYSTEM

Co
Branch Circuit Protection Device/Disconnect Means Field Provided -
PUMP size per manufacturing specifications for pump/motor
Incoming Power
120/230 VAC, 50/60HZ PUMP LOAD
G L1 L2/N 120/230 VAC, 0-16 AMPS, 50/60 HZ
I I I L3 T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL � � L2 Tj 2 T2
tGROUNDLUG
L1 i Tj 1 T1
OA Ml OUND TO
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
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C62
10A
WON
_ SW1
11CR1 14 1 TD11 3 OOFF A M1
FS2 -Timer Enable m--I I��
TB3 TB4 AUTO
�� 7 D1 2
FS3 - High Alarm
T135 TB Al n A2
FS1 -Low Alarm lc�
TB1 TB2 Al R1 A2
I® ALARM BEACON
21 CR1 22 11 12
B
11 CR2 14 SW2 CR3 14 Al R A2
Test _ _ Silence
F1, F2 FUSE MUST BE
DREPLACED WITH 1 AMP
5mmX20mm TYPE
FAST ACTING 250 V MAX.
This control panel is for timed dosing applications. When
the timer enable float is up, the timer will start timing for the
duration of the "Off' time and when complete, the pump will
start for the duration of the "On" time. Both Off and On
times are adjustable. This pattern repeats until the timer
enable float lowers and turns off. The Low float acts as a
redundant off and will also activate the alarm. If the level
reaches the High float switch, the alarm will activate.
TB1 T132 TB3 TB4 TB5 TB6
4T 44
`c� 'c�
FS3 - High
FS1 - Low FS2 - Level
Level Timer Enable
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
--- FIELD WIRING
FIELD SUPPLIED
TERMINAL BLOCK
TB
Power Wiring = BLK
120VAC Control Wring = RED
Neutral = WHIT
Ground = GRN
TIGHTENING
AWG/ OR TORQUE IN INCH
CIRCULAR POUNDS
MILLSIZE SCREW EXTERNAL
DRIVER DRIVE
WRENCH
14 35 75
12 35 75
10 35 75
8 40 75
6 45 110
4 45 110
2 50 150
1 50 150
1/0 50 180
2/0 1 50 1 180
LEGEND
CR CONTROL RELAY
CB CIRCUIT BREAKER
GL GROUND LUG
Swl HOA SWITCH
SW2 TEST/SILENCE SWITCH
R ALARM BEACON
B ALARM BUZZER
MI MAGNETIC CONTACTOR
G1 PUMP RUN INDICATOR
GL GROUND LUG
FS FLOAT SWITCH
TD1 Repeat Cycle Timer
Off Hrs
On o
0 6 S Off
1
12
Scale Min
® G Off
R- On On
To set the timer, use a screwdriver to change timer
Scale (0-12 most common). Use a screwdriver to
change the "On" time increments (minutes most
common). Use a screwdriver to change the "off'
time increments (hours most common). Turn the
dial with the Red line to the desired "On" time
(this example is 2 minutes). Turn the dial with
the Green line to the desired "Off" time (this
example is 4 Hours).
Notes:
1. WARNING! Electrical Shock Hazard! Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes.
2. Install in accordance with National Electric Code, N FPA 70, Seal all boxes, fittings and conduit with appropriate seal devices to prevent moisture and gases from entering enclosure.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
E-Z TREAT SIMPLEX CONTROL PANEL
NTS
nI
VI
Terminal Connections
CONTROL
PUMP
PUMP
Incoming Power
Incoming Power
Connection
120 VAC, 50/60HZ
120/230 VAC, 50/60HZ
L 1 N
I I
Il 1-2I N
TB1 TBB2 TB3 TB4 TB5 TB6
T TT&T&qq v ®
Fk Fk
2
T2
41 T
I
�6
p FS3 - High
I
VC
0
O
FS1 - Low FS2 - Level
Level Timer Enable
00 O
ZZ
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
G) O
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
NOTES:
1. PANEL BY ALDERON, OR EQUAL.
2. PANEL TO BE SUPPLIED BY E—Z TREAT.
230V/1 15V-1 0-3 WIRE SERVICE
nnta• nvarinnri mutt ha in nun -in mntnr
REPEAT CYCLE
TIMER
PUMP RUN
LOW LEVEL
HIGH LEVEL
EXTERNAL
ALARM
VOLTAGE: PHASE: HERTZ: HP/FLA: DIAGRAM
115V/230V 1 60 2/ 12 RECIRCULATION PUMP
ENCLOSURE TYPE: 4X NO. 1 SIMPLEX
SHORT CIRCUIT CURRENT: 5KA RCS1220
RMS SYMMETRICAL, 240V MAXIMUM
NOTES:
1. 230V-10 OPERATION USE T1 AND T2 TO PUMP.
2. 115V-10 OPERATION USE T1 AND N TO PUMP.
3. MAX. HP FOR 1 15V-10 PUMP 1 HP.
4. MAX. HP FOR 230V-10 PUMP 2 HP.
2
E-101
FIELD DOSING CONTROL PANEL
NTS
ALARM LIGHT
CD GROUND
O O
O O POWER BLOCK
O O
II I I I
I I I I
0 III
If
VOLTAGE:
115V/230V
PHASE:
1
HERTZ:
60
HP/FLA:
2/12
ENCLOSURE TYPE: 4X
SHORT CIRCUIT CURRENT: 5KA
RMS SYMMETRICAL, 240V MAXIMUM
RCT
PUMP RUN HIGH I LOW LEVEL
O' (0) (0)
LIGHT LIGHT LIGHT
ALARM
HAND ON
DJ' OFF OF
AUTO TEST
O 4 011
O 3 O LS2 HIGH LEVEL
O 20
O 1 O LS1 LOW LEVEL
ENCLOSURE 16X14
BACK PANEL LAYOUT
NO. 1 SIMPLEX
RCS1220
NOTES
1. SEE SHEETS C-104 AND D-101 FOR GENERAL
NOTES.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
JULY 165 2019
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
JUNE 27, 2018
,,01w. li ,+
04
17069
S VI P•GG6�ZaI�
rHrlr i 11.1±1 j�
MacCONNELL
& 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]
MICHAEL F. AND
KIMBERLY R. TENOEVER
SINGLE FAMILY RESIDENCE
SURFACE SPRAY E-Z TREAT
SYSTEM
DURHAM COUNTY, NC
ELECTRICAL DETAILS
PROJECT NUMBER I DRAWING NUMBER
A66402.00 E-101
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A66402.00 — MICHAEL F. AND KIMBERLY R. TENOEVER SINGLE FAMILY RESIDENCE SURFACE SPRAY E—Z TREAT SYSTEM