WQ0037501_Site Plans/Maps_20190628

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LOT 16 CAROLINA CROSSINGS SUBDIVISION
CHANGE OF TREATMENT TO E=Z TREAT SYSTEM
CHATHAM COUNTY, NC - PROJECT No. A35904-00
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PROJECT MANAGEMENT
COPYRIGHT C 2018
360 CAROLINA CROSSINGS DR.
APEX, NC 27523
EXISTING PERMIT #: WQ0037501
SCHEDULE OF DRAWINGS:
COVER SHEET
C-101 OVERALL SITE MAP WITH 500' SETBACK
C-102 OVERALL SITE PLAN
C-103 TREATMENT SYSTEM LAYOUT
C-104 TREATMENT SYSTEM SCHEMATICS AND
CALCULATIONS
C-105 NOTES
D-101
D-102
D-103
LICENSE No.
C-1039
DETAILS - 1 of 3
DETAILS - 2 of 3
DETAILS - 3 of 3
MacCONNELL
& Associates, P. C.
1101 NOWELL ROAD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
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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
JUNE 28, 2019
DECEMBER 12. 2018
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A61902.00 - BARBARA S, HUNTER AND FRANK W. ROCKHOLD - LOT 16 CAROLINA CROSSINGS SUBDIVISION - CHANGE OF TREATMENT TO E-Z TREAT SYSTEM

/ I /
/ NOTES
1. SEE C-105 FOR ALL GENERAL NOTES.LOT 14 SCOTT & MELANIE SHADOANI
LOT 4 PIN: 0714-24-9576
DB: 1520 PG: 734
PB: 94 11 PG: 201 LEGEND\ O - - - - - - - - - ADJACENT BOUNDARY
BOUNDARY (PROPERTY) TY)
0000 � CONTOURS INDEX
�CONTOURS INTERMEDI
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\ \ \ I \ I \ \ \ I I I II I I I DAVIDSON M, & KATHY R. BURNS \\ - _\ I / _ - - - - - - EXISTING STREAM
\ \ \ \ , I \ _ \ / / I I \ I I PIN: 0714-34-0139 - - _ - - J
DB: 646 PG. 131 100' STREAM BUFFER
\ \\ \ \ \I \ \\ PB: 94 PG: 24
\LOT 3 _ - - -
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SETBACKS
280 100 WELD0 \ / RETURN LINES
--- SETIBACKI� I / � o SUPPLY LINES
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EEXISTIN POND \ \ // / / / �,
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270
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\ \ \ \ �\ \ / \ \ �_
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THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
\ V A \ \ _ _ PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
S7g• \ A V A — — _ _ _ _ — _ — \ I NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
09 03" \ \ \ \ — _ \ \ I \ \ \ \ DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
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26.00' BYvQTHERSo \
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/ - ---- ---- REVISIONS
I
NO. DATE DESCRIPTION
1 06/28/19 RECORD DRAWINGS
100 WELLS o \ TREATMENT v - - - - - - �
SE BACK V A. A'SYSTEM
JOHN T. & DANA E. BUCKLEY
0 ---PIN: /0714-23/-97/9�6
-o DB: 645 PG: 666 / / /
- - -
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PB: 94 PG: 246iV6g. LOT 16
PROJECT MANAGER: PROJECT ENGINEER:
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STREAM \ \ \ \ \ \ I / ( / \ / I - / DECEMBER 12, 2018
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1101 NOWELL ROAD, SUITE 118
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RALEIGH NORTH CAROLINA 27607
-
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
SAMUEL & LYNDSEY NEWMAN - - - - - / No. C-1039 TEL: [phone] FAX: [phone]
LOT 18 / � �� I I I I I I / / � \
% �\ \\ \V \ \V A \ V v 'PIN: 0714-33-0464 /
DB: 1683 PG: 579 / / / / /
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1 HUNTER
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— \\ \ ` \ `\`\ \ `\� Cc., `\ `\\ \ \ \ \ \ _ _ _ — AND FRANK W. ROCKHOLD
�\ \ \ 1 \ i\ , \ -� \ \ \ \ ���_ — LOT 16 CAROLINA
CROSSINGS SUBDIVISION
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\ \ v v v A o �� I \ o EZRT UNDER EXISTING V A v � — — — — — — — — — — — — — — — _ _ — — — _ _ UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
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\ \ \ \
GRAPHIC SCALE: 1" = 40'
V A V A V A
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260 ��04
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A V A \ .. 18• 00
NO. DATE DESCRIPTION
-- -R.-
� � � � / / / / / I 1 06 28 19 RECORD DRAWINGS
SEE PLANS BY: JOHN R. HARMAN P.E.P E � / � / / / / � �
\ �A v v v \ \ v v FOR LAYOPT OF SUPPLY AND
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PROJECT MANAGER: PROJECT ENGINEER:
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DATE:
DECEMBER 12, 2018
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1101 NOWELL ROAD, SUITE 118
_ - - - - RALEIGH, NORTH CAROLINA 27607
0 ---- I / / I \ �9' s / \ \ \ \ \ \ \ \ \
28 I l � \ \ \ \ \ LICENSE P.O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
2 / ^ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ No. C-1039 TEL: [phone] FAX: [phone]
/ I I
\� \\ \�\\ BARBARA S. HUNTER
--- I ' �'—� I I I ' / / � � \ � \ \ \ \ � AND FRANK W.R KH LD
LOT 16 CAROLINA
I I _
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
Co. / \ _--, �� \\� \\ ��, TO E—Z TREAT SYSTEM
CHATHAM COUNTY, NC
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CONTOURS — INDEX
CONTOURS — INTERMEDIATE
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— DRAIN FIELD (SEPTIC) AREA
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ELECTRIC LINE
EXISTING FENCE
— — — — — —
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SETBACKS
RETURN LINES
SUPPLY LINES
CO
CLEAN OUT
CID
CONTROL PANEL
EZRT
E—Z TREAT RECIRC. TANK
E—Z
E—Z TREAT TREATMENT UNIT
FDT
FIELD DOSING TANK
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UV
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ZV
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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
DRAIN FIELD APPLYING IT FOR ANY PURPOSE.
UNDER EXISTING RECORD DRAWING
PERMIT#: WQ0037501
PLANS BY: JOHN R. HARMAN P.E. J U N E 285 2019
GRAPHIC SCALE: 1 " = 5'
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(BY OTHERS)
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FOR LAYOUT OF SUPPLY AND
RETURN LINES / MANIFOLDS.
REVISIONS
N0. DATE DESCRIPTION
1 06/28/19 RECORD DRAWINGS
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SMMANAGER: PROJECTJPH ENGINEER: I
DRAWN BY: CHECKED BY:
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DATE:
DECEMBER 12, 2018
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MacCONNELL
9 & 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]
BARBARA S. HUNTER
AND FRANK W. ROCKHOLD
LOT 16 CAROLINA
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
TO E-Z TREAT SYSTEM
CHATHAM COUNTY, NC
TREATMENT SYSTEM
LAYOUT
PROJECT NUMBER I DRAWING NUMBER
A35904.00 C-103
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IN. GRADE ±271.0'
— DWELLING —
F.F.E. ±272.0'
(ASSUMED) 4" SCH 4n1 pvr, r
1±269.0' (DWELLING)
E—Z TREAT
POD FILTER
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FCpl
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111,000 GALLON
1,250 GALLON E—Z TREAT
SEPTIC TANK I RECIRCULATION
II TANK
4,500 GALLON FIELD
DOSING/STORAGE
TANK
UV
1-1/4" SCH. 40 PVC RETURN
FROM FIELDS HYDRAULIC
UNIT —
GROUND EL. ±275.0'
INV. EL.
±273.1 ' EL.
±272.9'
1,250 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.
ZONE
VALVES
E—Z TREAT
POD FILTER
INV.EL.
±272.7'
INV.EL. BYPASS
±272.7' 0 INV.EL. 272.5'
1,000 GALLON
E—Z TREAT
RECIRCULATION TANK
4" SCH. 40 PVC
FORCE MAIN
GROUND — — —
GRAVITY LINE
FLOW DIRECTION 0-
1-1/2" SCH. 40 PVC SUPPLY TO ZONE 1, 2, 3, & 4
1-1/4" SCH. 40 PVC RETURN LINE FROM ZONE 1, 2, 3 & 4
GROUND EL. ±274.0'
INV.EL.
UV ±272.3'
4,500 GALLON
DOSING/STORAGE TANK
4" SCH. 40 PVC
TREATMENT SYSTEM SCHEMATIC / PROFILE
NTS
HYDRAULIC
UNIT
ZONE
VALVES
TO ZONES
1, 2, 3 & 4
MAINTENANCE SCHEDULE
ITEM
FREQUENCY
TASK
SEPTIC TANK
3 — 6 MONTHS
CHECK FOR SOLIDS ACCUMULATION,
BLOCKAGES, OR BAFFLE DAMAGE,
IN/EXFILTRATION, PUMP SEPTAGE.
CLEAN EFFLUENT FILTER.
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
RECIRCULATION TANK
WEEKLY
CHECK PUMPS, CONTROLS, ALARMS,
FIELD DOSING TANK
ELAPSED TIME METERS.
3-6 MONTHS
CHECK FOR SOLIDS ACCUMULATION,
IN/EXFILTRATION.
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
SUPPLY LINES, FORCE MAINS
6-12 MONTHS
CHECK FOR EXPOSED PIPE AND
LEAKAGE.
DISTRIBUTION FIELDS
2-4 WEEKS
MOW VEGETATIVE COVER IF APPLICABLE.
CHECK FOR EROSION, OR PONDING OF
3-6 MONTHS
EFFLUENT.
PUMPS, FILTER SYSTEM, MONTHLY
& DISTRIBUTION PIPING
QUARTERLY
SEMIANNUALLY
AN N UALLY
CHECK FLOW METER READOUT AND
COMPARE TO RECORDED FLOWS,
CHECK PUMPS AND FILTER SYSTEM
FOR LEAKS.
REMOVE FILTER COVERS AND INSPECT
FOR ACCUMULATION OF DEBRIS. CHECK
DIFFERENTIAL PRESSURE GAUGE
BEFORE AND AFTER FLUSHING (D.P.
SHOULD RETURN TO ORIGINAL
OPERATING D.P.) CHECK PUMPS FOR
ABNORMAL VIBRATION, TEST THE ALARM
FUNCTIONS.
REMOVE AND LUBRICATE O—RINGS ON
FILTER CANISTER, REPLACE IF
DAMAGED, CLEAN 1-1/2" FILTER
SCREEN AT HYDRAULIC UNIT.
REMOVE FILTER SCREEN AND REPLACE,
CLEAN USED FILTER SCREEN IN MILD
ACID SOLUTION AND STORE FOR NEXT
ANNUAL REPLACEMENT,
FLUSH FIELD SUPPLY AND RETURN
MANIFOLDS BY REMOVING
(UNSCREWING) AIR/VACUUM BREAKERS.
E—Z TREAT TREATMENT MONTHLY INSPECT CONTROL/ALARM PANEL,
SYSTEM PUMPING SYSTEM EFFLUENT
FILTERS/PUMP SCREENS, PROCESSING
TANK, AND E—Z TREAT POD FILTER.
(TREATMENT UNIT)
AN N UALLY
CHECK AND/OR REPLACE BATTERIES IN
FLOW METER. (IF APPLICABLE)
ULTRAVIOLET DISINFECTION 3-6 MONTHS WIPE (CLEAN) UV LAMPS.
UNIT
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUIRED.
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
JUNE 28. 2019
REVISIONS
N0. DATE DESCRIPTION
1 06/28/19 RECORD DRAWINGS
I PROJECT
SMMANAGER: PROJECTJPH ENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
DECEMBER 12, 2018
,5S11l 11 ll! 7!1
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SEAL -
AA MacCONNELL
9 & 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]
BARBARA S. HUNTER
AND FRANK W. ROCKHOLD
LOT 16 CAROLINA
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
TO E-Z TREAT SYSTEM
CHATHAM COUNTY, NC
TREATMENT SYSTEM
SCHEMATICS AND
CALCULATIONS
PROJECT NUMBER I DRAWING NUMBER
A35904.00 C-104
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A35904.00 - BARBARA S, HUNTER AND FRANK W. ROCKHOLD - LOT 16 CAROLINA CROSSINGS SUBDIVISION - CHANGE OF TREATMENT TO E-Z TREAT SYSTEM

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GENERAL NOTES SITE RESTORATION
1.
CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS, ELEVATIONS, AND LOCATIONS OF
1. BACKFILL WITH SUITABLE LOOSE MATERIAL (SANDY LOAM TO SANDY CLAY LOAM) FREE OF LARGE OR
ALL EXISTING CONDITIONS AND UTILITIES.
DAMAGING OBJECTS, SEED AND STRAW BACKFILLED AREAS (OR SOD WHEN REQUIRED).
2.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING SYSTEM IN ACCORDANCE WITH ALL STATE & LOCAL REGULATIONS & POLICIES.
2. PROVIDE EROSION PROTECTION FOR BACKFILL MATERIAL IN ACCORDANCE WITH STATE AND COUNTY
3.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
STANDARDS AND MAINTAIN UNTIL PERMANENT PROTECTION IS ESTABLISHED.
4.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND LOCAL SAFETY REQUIREMENTS.
3. BACKFILL SHOULD BE GRADED TO PREVENT THE INFILTRATION OF SURFACE WATER AND DIVERT STORM
5.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO ADDITIONAL COST TO THE OWNER.
WATER RUN-OFF AWAY FROM THE SYSTEM. WHEN ADDITIONAL FILL IS REQUIRED, IT SHOULD BE PLACED
6.
DRAIN ALL ROOF AND TOE DRAINS AWAY FROM DRIP FIELD AND TREATMENT UNITS.
AFTER SYSTEM IS INSTALLED FROM THE EDGES CROWNED IN THE MIDDLE AND FEATHERED OUT 10'
7.
PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL TO WASTEWATER TREATMENT UNITS AND DISPOSAL SYSTEMS IF APPLICABLE.
BEYOND THE DISPERSAL AREA. FILL SHOULD BE TEXTURE GROUP II OR III AND FREE OF LARGE STONES
8.
WASTEWATER AND IRRIGATION SYSTEMS SHALL COMPLY WITH IWWS-2015-3-R2
AND ORGANIC DEBRIS. TOP 2" SHOULD BE SUITABLE FOR ESTABLISHMENT OF LAWN.
9.
ALL PIPE SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.
10.
VORTEX FILTER IN HYDRAULIC UNIT SHALL BE INSPECTED UPON EACH REGULARLY SCHEDULED MAINTENANCE VISIT.
11.
INSTALLER IS RESPONSIBLE FOR ENSURING DISPERSAL AREA WAS PROPERLY CLEARED & SOIL MOISTURE CONDITIONS ARE CONDUCIVE FOR INSTALLATION PRIOR TO BEGINNING INSTALLATION.
12.
EJECTOR PUMP MAY BE REQUIRED FOR BASEMENT FIXTURES. INSTALLER IS RESPONSIBLE FOR VERIFICATION.
13.
KEEP ALL EXCAVATIONS 20' FROM INSTALLATION AND RESERVE AREA.
TREATMENT UNITS
14.
KEEP WELL AND SEPTIC SYSTEM OUT OF ANY UTILITY EASEMENTS AND AT LEAST 10' FROM UTILITY LINES.
15.
DO NOT INSTALL LAWN IRRIGATION SYSTEMS WITHIN 20 FEET OF DISPERSAL AREA.
1. SAMPLING CHAMBER OR MEANS OF COLLECTING A FRESH SAMPLE SHALL BE PROVIDED FOR ALL TS-1 &
16.
DO NOT CONNECT WATER TREATMENT SYSTEMS, CONDENSATIONS DRAINS OR SUMP PUMPS TO ONSITE SYSTEM.
TS-2 SYSTEMS. IT IS PREFERRED THAT THE INLET OF THE PUMP CHAMBER BE USED AS THE SAMPLING
17.
IF A PRE-CONSTRCTION MEETING REQUIRED BY PERMIT, PLEASE CALL TO SCHEDULE.
LOCATION WHEN A PUMP IS REQUIRED.
18.
ANY DEVIATION FROM THIS DESIGN MUST BE APPROVED BY THE LOCAL HEALTH DEPARTMENT AND THE ENGINEER PRIOR TO INSTALLATION.
2. SYSTEM INSTALLATION MUST COMPLY WITH ALL LOCAL ORDINANCES AND POLICIES.
19.
ELECTRICAL WIRING SHOULD BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR, ACCORDING TO NEC, STATE AND LOCAL ELECTRICAL CODES, AS APPLICABLE.
20.
CONTRACTOR IS TO INSTALL TANKS ON UNIFORMLY FIRM AND STABLE COMPACTED GROUND, CRUSHED STONE IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM ESPECIALLY IN
POOR, WET OR ROCKY SOILS.
21.
ALL TANKS MUST BE WATER -TIGHT AND CONFORM TO APPLICABLE LOCAL AND STATE REGULATIONS AND POLICIES.
22.
ALL PVC JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED UNLESS THREADED.
23.
MAXIMUM COVER OVER TANKS AND DISTRIBUTION BOXES VARIES BY MANUFACTURER AND COUNTY.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
24. DISPERSAL FIELD CORNERS OR PROPERTY CORNERS SHOULD BE MARKED BY A LICENSED SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS MATCH
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
THE CONSTRUCTION DRAWING.
INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
25.
REFER TO SITE DRAWING FOR ANY SPECIAL REQUIREMENTS.
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
26.
MACHINERY SHOULD AVOID PERCOLATION AREA.
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
27.
MACHINERY SHOULD NOT TRAVERSE EXCAVATED/EXPOSED PERCOLATION AREA.
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
28.
ALL SUPPLY AND RETURN LINES NOT DESIGNED TO DRAIN BACK SHOULD BE PROTECTED FROM FREEZING.
APPLYING IT FOR ANY PURPOSE.
RECORD DRAWING
DUNE 28. 2019
ELECTRICAL NOTES
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 (DRIP) PANEL
REQUIRES A DEDICATED CIRCUIT OF
20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMPS.
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.
THE ULTRAVIOLET DISINFECTION UNIT REQUIRES
A DEDICATED CIRCUIT OF 20 AMPS,
115 VOLTS.
10.
A MINIMUM CONDUIT SIZE OF 1 1/" SHALL BE
FURNISHED AND INSTALLED BY THE
ELECTRICIAN AS A CONNECTION BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS
OUT IN THE TANK AREA.
11.
ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED
TO PREVENT GASSES AND MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT USE PERMANENT
SILICONE OR EXPANDABLE FOAM PRODUCTS.
12. 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.
13. ALARMS SHALL BE AUDIBLE AND VISUAL.
14. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
OPERATING REGIME FOR DRIP IRRIGATION SYSTEM
1. SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT
TREATMENT UNITS. SEE SHEET C-106 FOR "ON" AND "OFF" TIME SETTINGS. PUMPED DRIP IRRIGATION FLOW
SHALL PASS THROUGH A FLOW METER. 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. SEE SHEET C-106 FOR FIELD DOSING INFORMATION.
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 MICROPROCESSOR WILL ALSO CONTROL THE PERIODIC BACK WASHING OF THE VORTEX FILTER AND THE
FLUSHING OPERATION OF THE SUB -FIELD LATERAL NETWORK. FILTER BACK WASHING SHALL OCCUR AT THE
END OF EACH DOSE CYCLE. SYSTEM LATERAL FLUSHING SHALL OCCUR WHEN THE MICROPROCESSOR
SENSES RECOGNITION OF A PRESET ELAPSED TIME SINCE LAST SYSTEM FLUSH (USUALLY 28 DAYS). THE
SYSTEM SHALL BE CONFIGURED TO ALLOW FOR MANUAL INITIATION OF BACK WASHING FILTERS OR
SUB -FIELD SYSTEM FLUSHING.
4. THE 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 CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE. ALL SUPPORTING CONTROL UNITS, IF NOT
HOUSED WITHIN THE CONTROL PANEL, SHALL BE IN A SEPARATE NEMA 4X ENCLOSURE.
REVISIONS
N0. DATE DESCRIPTION
1 06/28/19 RECORD DRAWINGS
I PROJECT
SMMANAGER: PROJECTJPH ENGINEER: I
DRAWN BY: CHECKED BY:
LHB GSM
DATE:
DECEMBER 12, 2018
P
SEAL-
�7D�°
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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]
BARBARA S. HUNTER
AND FRANK W. ROCKHOLD
LOT 16 CAROLINA
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
TO E-Z TREAT SYSTEM
CHATHAM COUNTY, NC
NOTES
PROJECT NUMBER I DRAWING NUMBER
A35904.00 C-105
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NOTES
1. SEE C-105 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 TANKS 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
JUNE 289 2019
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
S�MANAGER: PROJECTJPH ENGINEER: I
DRAWN BY:
LH B
CHECKED BY:
GSM
DATE:
DECEMBER 12, 2018
-O�_.
—1-1/2" PVC
CHECK VALVE
17069
DIRECT BURY
CABLE TO
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PANEL
,��l ZalGf
MacCONNELL
& Assoc ates, 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]
1-1/2" SCH. BARBARA S. HUNTER
40 PVC TO
HYDRAULIC UNIT AND FRANK W. ROCKHOLD
LOT 16 CAROLINA
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
TO E-Z TREAT SYSTEM
6"
CHATHAM COUNTY, NC
° 4 e
3" PVC STAND
DETAILS - 1 of 3
D-101 NTS
PROJECT NUMBER DRAWING NUMBER
A35904.00 D-101
J
55904.00 - BARBARA S, HUNTER AND FRANK W. ROCKHOLD - LOT 16 CAROLINA CROSSINGS SUBDIVISION - CHANGE OF TREATMENT TO E-Z TREAT SYSTEM

00
3/4" SCH. 40
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LINE
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4 ° °
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SEE GEN. NOTES
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N Q CHECK VALVE
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FULL UNION (TYP.)
°ae
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UNION
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2 GRAVITY CLEANOUT 3
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" 90' BEND
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LL TANKS
EQUIRE A 6"
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ASE (TYP.) 1 MIN.
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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
MINI —CLICK
RAIN SENSOR
LEAD WIRES TO
CONTROLLER
NOTE:
1. DO NOT COVER.
2. RAIN SENSOR SHALL BE
MODEL MINI—CIK BY HUNTER
RAIN SENSOR
NTS
C
D-102
PVC
END CAP
4
D-102
E—Z TREAT POD FILTER SYSTEM
U-
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NTS
NOTE:
1. SEE SITE PLAN FOR ORIENTATION.
FIELD RETURN LINE (SEE
SITE PLAN FOR PIPE SIZE)
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�0 ALA
6G REDUCER
4" x 2"
CLEAN �' REDUCER
OUT
4" PVC
TO SEPTIC
TANK
4" PVC 4" PVC
WYE TEE-
FIELD RETURN LINE DETAIL
NTS
F3' ALL AROUND
SELECT BACKFILL
FREE OF DEBRIS
II
4" 0 CORRUGATED
SLOTTED DRAIN PIPE
CHECKED BY:
GSM
DATE:
DECEMBER 12, 2018
NOTES
i��`l���lil�af•`Z�III[�1��P►I�7�III[�iI���I�1<�I�I��L'1��N>f��•�
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
JUNE 285 2019
REVISIONS
NO. DATE DESCRIPTION
1 6/28/19 RECORD DRAWINGS
IPROJECT JPH TMANAGER: PROJECT ENGINEER: I
DRAWN BY:
LH B
�S�, wl JL Irt
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]
BARBARA S. HUNTER
AND FRANK W. ROCKHOLD
LOT 16 CAROLINA
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
TO E-Z TREAT SYSTEM
CHATHAM COUNTY, NC
DETAILS - 2 of 3
PROJECT NUMBER DRAWING NUMBER
A35904.00 D-102
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A35904.00 - BARBARA S, HUNTER AND FRANK W. ROCKHOLD - LOT 16 CAROLINA CROSSINGS SUBDIVISION - CHANGE OF TREATMENT TO E-Z TREAT SYSTEM

DD
D1
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
L3 T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL O � L2 Tj 2 T2
®� PUMP1
L1 T1
CB1
20A M1 GROUND TO
GROUND LUG
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
1 1
CB2 110A
CR1 TD1
FS2 - Timer Enable 113 14 14 1 1 I 3
TB
TB4
® I
FS3 - High Alarm
TB5 TB6 Al
® ® CR
FS1 - Low Alarm
TB1 T132 Al R1 A2
Swi
vvA
°OFF
AUTO
A2
ALARM BEACON
21 CR1 22 11 12
11 CR2 14 SW2 CR3 14 Al
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 TB2 TB3 TB4 TB5 TB6
FS3 - High
FS1 - Low FS2 - Level
Level Timer Enable
A2 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 wiring = RED
Neutral = WHT
Ground = GRN
TIGHTENING
AWG/ OR TORQUE IN INCH
CIRCULAR POUNDS
MILL SIZE 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 1 150
110 50 1 180
2/0 50 180
LEGEND
CR CONTROL RELAY
CB CIRCUIT BREAKER
GL GROUND LUG
Swl HOA SWITCH
SW2 TEST/SILENCE SWITCH
R ALARM BEACON
B ALARM BUZZER
M1 MAGNETIC CONTACTOR
G1 PUMP RUN INDICATOR
GL GROUND LUG
FS FLOAT SWITCH
TD3 Repeat Cycle Timer
Off Hrs
On o
0 6 8 Off
R 10
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, NFPA 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.
Terminal Connections
CONTROL
PUMP
PUMP
Incoming Power
Incoming Power
Connection
120 VAC, 50/60HZ
120/230 VAC, 50/60HZ
L1 N
I I
L1 L2/N
I I
TB1 TB2 TB3 TB4 TB5 TB6
,�, ,�,
TT11 T2
OJ
J I �O
FS3 - High
c
G)O
FS1 -Low FS2
Level Timer Enable
O O
Z Z
Z
Float Switch Field Wiring
o
*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/115V-10-3 WIRE SERVICE
nnte- nverinnci must he in numn mntor
REPEAT CYCLE
TIMER
PUMP RUN
LOW 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 115V-1 0 PUMP 1 HP.
4. MAX. HP FOR 230V-1 0 PUMP 2 HP.
E-Z TREAT SIMPLEX
CONTROL PANEL
-
1
2
D-103 NITS
�-1
100%
4" WELL CAP
b
BACKUP
DISCONNECT
NOTES:
„
PRI RY LAMP
LAMP
UNION (TYP.)
4"
2"
2" 4„
1. ULTRAVIOLET LIGHT PURIFIER
b
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"
a
REDUCER
1/2" BALL
PVC CONDUIT TO 120 VOLT
SINGLE PHASE 20 AMP BREAKER
VALVE
AT Ani ISF
3. ORIENTATION PER SITE
CONTROL
n TOP VIEW �WITH ALARM REQUIREMENTS.
4. INSTALL 1/2" BALL VALVE FOR
a SAMPLING DOWNSTREAM OF U.V.
UNIT.
a5 5. MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED.
8I �I I �REDUCING
E
71
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0
1 2" BAIL
4" x 2„ /////
ALVECn
o REDUCER
4„ x 2„
'��
30" DIA.
REDUCER
DISCONNECT
s E—Z SET
N
UNION (TYP.)
RISER
HEAT PAD
PRIMARY
d
100%
LAMP
BACKUP
LAMP
tO
NON —CORROSIVE
REFLECTIVE AND
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WASHED #57
STONE
n PROTECTIVE SLEEVE
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SECTION VIEW
3 ULTRAVIOLET DISINFECTION
D-103 NITS
L
ALARM LIGHT
Q O GROUND
O O
O O POWER BLOCK
O O
I 1 I 1 70m,
N7M
M1
VOLTAGE:
115V/230V
PHASE:
1
HERTZ:
60
HP/FLA:
2/12
ENCLOSURE TYPE: 4X
SHORT CIRCUIT CURRENT: 5KA
RMS SYMMETRICAL, 240V MAXIMUM
PUMP RUN HIGH LOW LEVEL
O O O1
LIGHT LIGHT LIGHT
ALARM
HAND ON
OFF OF
AUTO TEST
FIELD DOSING CONTROL PANEL (OR USE ORIGINAL DESIGN
NTS
O
m 4 m
m 3 O LS2 HIGH LEVEL
m 2 m
m 1 O LS1 LOW LEVEL
ENCLOSURE 16X14
BACK PANEL LAYOUT
NO. 1 SIMPLEX
RCS1220
NOTES
1. SEE SHEETS C-105 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
JUNE 289 2019
REVISIONS
NO. DATE DESCRIPTION
IPROJECT JPH TMANAGER: PROJECT ENGINEER: I
DRAWN BY:
LHB
CHECKED BY:
GSM
DATE:
DECEMBER 12, 2018
H11�I r ��4 AtI
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]
BARBARA S. HUNTER
AND FRANK W. ROCKHOLD
LOT 16 CAROLINA
CROSSINGS SUBDIVISION
CHANGE OF TREATMENT
TO E-Z TREAT SYSTEM
CHATHAM COUNTY, NC
DETAILS - 3 of 3
PROJECT NUMBER
A35904.00
DRAWING NUMBER
D-103
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435904.00 — BARBARA S, HUNTER AND FRANK W. ROCKHOLD — LOT 16 CAROLINA CROSSINGS SUBDIVISION — CHANGE OF TREATMENT TO E—Z TREAT SYSTEM