WQ0031596_Site Plans/Maps_20190628

LOT
LIE)(l 1131mlCIIN
SURFACE DRIP IRRIGATION REPERMITTING
CHATHAM COUNTY, NC - PROJECT No. A61906000
540
DURHAM COUNTY
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VICINITY MAP
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1700
PROJECT MANAGEMENT
COPYRIGHT © 2018
EXISTING PERMIT #: WQ0031596
SCHEDULE OF DRAWINGS:
COVER SHEET
C-101 OVERALL SITE PLAN
C-102 SITE LAYOUT
D-101
DETAILS - 1
D-102
DETAILS - 2
D-103
DETAILS - 3
E-101
ELECTRICAL DETAILS - 1
MacCONNELL
& Assoc0
iates, P. CO
1101 NOWELL ROAD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P. O. BOX 129
LICENSE No. MORRISVILLE, NORTH CAROLINA 27560
c-1039 TEL: [phone] FAX: [phone]
ono
LOCATION MAP
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
OCTOBER 23. 2018
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A61906.00 - HEARTHSTONE LUXURY HOMES, LLC - LOT 10 LEXINGTON - SURFACE IRRIGATION REPERMITTING

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NOTES
1.
SURVEY INFORMATION PROVIDED BY KENNETH CLOSE INC., CARY, N.C. 919-851-2344.
2.
SUITABLE SOIL BOUNDARY BY SOIL AND ENVIRONMENTAL CONSULTANTS, PA (S&EC).
3.
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.
4.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
5.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND SAFETY REQUIREMENTS.
6.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO ADDITIONAL COST TO THE OWNER.
7.
LOCATION OF DRIPPER LINES AS SHOWN ARE APPROXIMATE. LINES SHALL LAY PARALLEL TO CONTOURS @ 3FT. MIN. t 61N. SPACING AS
SITE CONDITIONS ALLOW.
8.
SUPPLY AND RETURN LINES MAY BE LAID IN SAME TRENCH. SEPARATION IS FOR ILLUSTRATION PURPOSES ONLY.
9.
LAYOUT OF 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 SHALL BE APPROVED BY THE SOILS CONSULTANT AND THE ENGINEER.
10.
DRAIN ALL ROOF AND TOE DRAINS AWAY FROM DRIP FIELD AND TREATMENT UNITS.
11.
PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL AND TREATMENT AND DISPOSAL SYSTEMS.
12.
NO SWIMMING POOL SHALL BE INSTALLED WITHIN 100 FEET OF IRRIGATION SITE.
13.
PROPOSED DWELLING AND DRIVEWAY LOCATIONS ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE DETERMINED BY ARCHITECT. DO NOT
DISTURB SOIL OR STORE
BUILDING MATERIALS ON PROPOSED SEPTIC FIELD.
14.
MANIFOLDS AND VALVES HAVE BEEN INCREASED IN SIZE FOR CLARITY. CONTRACTOR SHALL NOT INSTALL ANY PIPING OR VALVES WITHIN
THE 50' PROPERTY LINE
SETBACK OR 25' PROPERTY LINE SETBACK WITH WAIVER.
15.
100 YEAR FLOOD ELEVATION IS 244' PER FEMA PANEL 3720071300K.
OPERATING REGIME FOR DRIP IRRIGATION SYSTEM
SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT FILTER WITH 34 GALLONS OF SEPTIC TANK EFFLUENT EVERY 14-20
MINUTES. THE MICROPROCESSOR WILL ALSO ACTIVATE THE DRIP IRRIGATION PUMP AND ASSOCIATED CONTROL VALVE TO DOSE THE DRIP IRRIGATION ZONES AT A PRE-SET
TIME. FLOW TO THE DRIP IRRIGATION FIELD IS SET AS SHOWN ON THE GEOFLOW FIELD DOSING TABLE.
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.
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.)
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.
THE DRIP PANEL MICROPROCESSOR MAY LOG AND RECORD FOR LATER RETRIEVAL CYCLES DOSED BY ZONE AND ANY ALARM CONDITION.
RAIN SENSOR SHALL DEACTIVATE PUMPING TO FIELD WHEN IT "SENSES RAIN."
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.
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.
1-1/4" SCH. 40 PVC RETURN
FROM FIELDS
rc-P]
FC-P]
rc-P]
FORCE MAIN
GROUND - - -
GRAVITY LINE
FLOW DIRECTION IN -
HYDRAULIC
/
UNIT 1-0 1-1/2" SCH. 40 PVC SUPPLY TO ZONES 1-3
ZONE
VALVES
1-1/4" SCH. 40 PVC RETURN LINE FROM ZONES 1 - 3
E-Z TREAT
POD
FIN. GRADE ±314.00' INV.EL.
- DWELLING - _ - GROUND EL. ±309.5' ±306.7' GROUND EL. ±308.5'
F.F.E. ±312.50'
(ASSUMED) 4" SCH. 40 VC ®2.00% MIN. INV. EL. -
±307.0' EL. INV.EL. BYPASS INV.EL.
±309.50' (DWELLING) ±306.8' ±306.6' O INV.EL. UV ±306.0'
1,000 GALLON ±306.5'
SEPTIC TANK 1,000 GALLON E-Z TREAT 3,600 GALLON
RECIRCULATION TANK DOSING/STORAGE TANK
HYDRAULIC
- UNIT
ZONE
VALVES
NOTES: 4 SCH. 40 PVC
4" SCH. 40 PVC
1. TANK LOCATIONS ARE NOT TO SCALE SO AS TO
SHOW EACH TREATMENT ITEM.
TO ZONES
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN. 1, 2 AND 3
HIGHEST POINT
1 TREATMENT SYSTEM SCHEMATIC / PROFILE ON IRRIGATION
FIELD = ±308.0'
C-101 NTS
x
�OPOSED
DWELLING
I
-I �- PROPOSED
I DWELLING
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STREAM
WITH 60'
BUFFER
I _ �
PROPOSED 1
DWELLING
% J \ r
EXISTING -_ V�')
DWELLING
320i
-
'CEXINGTOW
Poe \
PROPOSED
DWELLING.
100' WELL
SETBACK E-z
- TREAT
SYSTEM61
500' SETBACK FROM
TREATMENT AND DISPERSAL
D`RAI N FI
PROPOSED
DWELLING
500' SETBACK FROM
TREATMENT AND DISPERSAL
O OSED
LLING
YELLING \
(_
EXISTING
DWELLING
LEGEND
ADJACENT BOUNDARY
BOUNDARY (PROPERTY)
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
DRAIN FIELD (SEPTIC) AREA
DRIP LINES
X
PROPOSED FENCE
RETURN LINES
RETURN MANIFOLD
RIGHT OF WAY
SOIL BORING
STREAM
SUPPLY LINES
SUPPLY MANIFOLD
CID
CONTROL PANEL
HU
HYDRAULIC UNIT
UV
ULTRAVIOLET UNIT
ST
SEPTIC TANK
FDT
FIELD DOSING TANK
EZDT
EZ TREAT DOSING TANK
E-Z
EZ TREAT POD FILTER
CO
CLEAN OUT
I � /
} 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
I
I \ GRAPHIC SCALE: 1 " = 100'
I 0 50 160 200 300
REVISIONS
NO. DATE DESCRIPTION
I PROJECT
SMMANAGER: PROJECT IAENGINEER: I
j DRAWN BY: CHECKED BY:
- - JDH GSM
DATE:
OCTOBER 23, 2018
' to 04
v
G
Q
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]
HEARTHSTONE LUXURY
HOMES, LLC - LOT 10
LEXINGTON
SURFACE DRIP IRRIGATION
REPERMITTING
CHATHAM COUNTY, NC
OVERALL SITE PLAN
PROJECT NUMBER
A61906.00
DRAWING NUMBER
C-101
00
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1906.00 - HEARTHSTONE LUXURY HOMES, LLC - LOT 10 LEXINGTON - SURFACE IRRIGATION REPERMITTING

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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
ANNUALLY
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 0-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)
ANNUALLY
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
1. THE DRAINFIELD SHALL BE HAND CLEARED TO REMOVE
SMALL TREES AND UNDERBRUSH. LARGER TREES WILL
REMAIN IN PLACE.
2. BLANK TUBING SHALL BE SPLICED INTO THE DRIP
TUBING TO WORK AROUND LARGE TREES.
3. TANKS SHALL BE SETBACK A MINIMUM 5' FROM
DWELLING (15' IF THERE IS A BASEMENT).
4. DRAIN ALL ROOF AND TOE DRAINS AWAY FROM
TREATMENT SYSTEM COMPONENTS AND DRIP FIELD.
5. CLEAR DRAIN FIELD AREA OF VEGETATION WITH HYDRO
AXE AND SAVE MULCH WITH EXISTING GRADE.
6. INSTALL DRIP TUBING ON SURFACE WITH LANDSCAPE
STABLES. PLACE MULCH ON TOP OF FIELD.
7. MAY PLANT VEGETATION BETWEEN LINES.
8. ALL DRIP LINES, TREATMENT AND STORAGE UNITS
SHALL BE A MINIMUM OF 50' FROM PROPERTY LINE
EXCEPT WHERE THERE IS A WRITTEN AGREEMENT FOR
WAIVER FROM ADJACENT LANDOWNER.
9. ALL DRIP FIELD COMPONENTS SHALL BE ENCLOSED IN
WIRE FENCE WITHIN THE REQUIRED SETBACKS. SOME
COMPONENTS SHOWN OUTSIDE FOR CLARITY.
LINE SEGMENTS
LINE # LENGTH ZONE LATERAL # LATERAL LENGTH LENGTH PER ZONE
1
194'
1
1
-
2
33'
1
-
3
33'
1
260'
4
192'
2
-
5
35'
2
-
6
35'
2
262'
7
194'
3
-
8
37'
3
-
9
38'
3
269'
10
192'
4
-
11
40'
4
-
12
40'
4
271'
13
188'
5
-
14
40'
5
-
15
41'
5
271'
1,333'
16
182'
2
1
-
17
44'
1
-
18
43'
1
269'
19
168'
2
-
20
46'
2
-
21
47'
2
261 '
22
162'
3
-
23
48'
3
-
24
48'
3
258'
25
130'
4
-
26
64'
4
-
27
65'
4
259'
28
130'
5
-
29
65'
5
-
30
1 64'
1 5
259'
1,306'
31
111'
3
1
-
32
63'
1
-
33
58'
1
232'
34
107'
2
-
35
59'
2
-
36
55'
2
221'
37
96'
3
-
38
59'
3
-
39
54'
3
209'
40
92'
4
-
41
86'
4
-
42
87'
4
265'
43
88'
5
-
44
89'
5
-
45
90'
5
268'
46
91'
6
-
47
93'
6
-
48
92'
6
276'
1,471'
TOTAL 4,110'
BASIS OF DESIGN
BEDROOMS
GPD/BR
INITIAL DESIGN
FLOW
FINAL DESIGN
FLOW (GPD)
REDUCTION
FLOW (GPD)
4
120
480
25%
360
TREATMENT TABLE
EZ TREAT PODS REQUIRED:
1
PODS
EZ TREAT RECIRCULATION RATIO:
6
TIMES AIDE
TOTAL EZ TREAT FLOW PER DAY:
2646
GALLONS
EZ TREAT RECIRCULATION CYCLES PER DAY:
78
CYCLES
EZ TREAT VOLUME PER DOSE:
34
GALLONS
RECIRCULATION TIMER ON:
2.5
MINUTES
RECIRCULATION TIMER OFF:
16.0
MINUTES
RECIRCULATION DOSE CYCLE:
18.5
MINUTES
DENITRIFICATION GALLONS RETURNED:
778
GALLONS/DAY
DENITRIFICATION RETURN SETTING:
4
GPM
E-Z TREAT SURFACE AREA:
29
SQUARE FEET
E-Z TREAT LOADING RATE:
117
GPD/SQUARE FOOT
GEOFLOW FIELD DOISNG TABLE
NUMBER OF DOSES PER DAY/ZONE:
12
DOSES/DAY
TIMER ON. PUMP RUN TIME PER DOSE/ZONE:
1.36
MINS:SECONDS
TIMER OFF. PUMP OFF TIME BETWEEN DOSES:
1:58
HRS:MINS
PER ZONE PUMP RUN TIME PER DAY/ZONE:
0:19
HRS:MINS
ALL ZONES NUMBER OF DOSES PER DAY / ALL ZONES:
36
DOSES/DAY
ALLOW TIME FOR FIELD TO PRESSURIZE:
0:00:30
HRS/MINS/SECS
FILTER FLUSH TIMER:
0:00:20
HRS/MINS/SECS
DRAIN TIMER:
0:05:00
HRS/MINS/SECS
FIELD FLUSH TIMER:
0:01:00
HRS/MINS/SECS
FIELD FLUSH COUNTER:
20
CYCLES
TIMER REQUIRED TO COMPLETE ALL FUNCTIONS PER DAY:
5:03
HRS:MINS
DOSE VOLUME PER ZONE:
10
GPD
EFFLUENT LIMITS PER 15A NCAC 02T .0605
CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND (CBOD):
<30
MG/L
TOTAL SUSPENDED SOLIDS (TSS):
<30
MG/L
AMMONIA NITROGEN - NH3-N
<15
MG/L
FECAL COLIFORM:
<200
/100 ML
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WELL
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I I / PROPOSED DRIVEWAY
I I
PROPOSED DWELLING
I I FiI E=±312.5
4" SCH 40 PVC FROM
DWELLING @ MIN. 2%
\ ,�
RETURN � \ CO I
I MANIFOLD X \ ,� I
� ST / ±10 4 PVC
I -- - - t __ �'00
\ � � EZRT 1 —1 /4" PVC
7
O RETURN FROM FIELD
-� CPS (RAIN SENSOR O
UV (INSIDE EZRT)
��� SETB_\ CK ____ MOUNTED HERE) E—Z
� I I
/ _ A� �� ❑ O FDT I
I-- I
I 1 /4" SCH. 40 PVC ❑ HU I
I I \ RETURN LINE O O M I
20' DRAINAGE
EASEMENT
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ZV I
2 STRAND WIRE FENCE I
I I (ENCAPSULATES WETTED AREA) I
1 (3) 1 /2" SCH. 40 II
PVC SUPPLY LINES
3 \ I
X 4
5 V A
I I \ \ \ \ 6 7
8 \ \\
I I I \ \
I II I 910 1
\
'1213
15 x sl \
I \ /16 17 SUPPLY \
i I \ ZONE 1 MANIFOLD
I I \v �18 19 (TYP) \\
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5
NOTES
1. SEE C-101 FOR ALL GENERAL NOTES.
i
LEGEND
PROPOSED DWELLING
O
SUITABLE SOIL BOUNDARY BY S&EC I
-� (CREEDMOOR—GREEN LEVEL SOILS) I \
I I \ THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
1 \ \ \ 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
REVIEW BOUNDARY AT MIDWAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
POINT BETWEEN COMPLIANCE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
'\ BOUNDARY AND WASTE BOUNDARY INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
PER 15A NCAC 02L .0108
RECORD DRAWING
COMPLIANCE BOUNDARY AT J U N E 28 2019
PROPERTY LINE PER
15A NCAC 02L .0107 (i)
—
— ADJACENT BOUNDARY
BOUNDARY (PROPERTY)
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
—
— DRAIN FIELD (SEPTIC) AREA
ELECTRIC LINE
E
EXISTING FENCE
X
WETLANDS
WL
EDGE OF PAVEMENT
100 YEAR FLOOD PLAIN
—
— EXISTING STREAM
INITIAL DRIP LINES
RETURN LINES
SUPPLY LINES
DIVERSION BERM
RETURN MANIFOLD
®
SUPPLY MANIFOLD
CO
CLEAN OUT
CP
CONTROL PANEL
EZRT
E-Z TREAT RECIRC. TANK
E-Z
E-Z TREAT TREATMENT UNIT
FDT
FIELD DOSING TANK
ST
SEPTIC TANK
HU
HYDRAULIC UNIT
UV
ULTRAVIOLET DISINFECTION
M
METER
ZV
ZONE VALVE
IPF
IRON PIPE FOUND
POWER POLE
{
EXISTING TREE
GRAPHIC SCALE: 1 " = 20'
0 10 20 40 60
I REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
SMMANAGER: PROJECT ENGINEER: I
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
OCTOBER 23, 2018
7
►%.,%I 11II ,l,
\A 0 r
E� 9
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]
HEARTHSTONE LUXURY
HOMES, LLC - LOT 10
LEXINGTON
SURFACE DRIP IRRIGATION
REPERMITTING
CHATHAM COUNTY, NC
SITE LAYOUT
PROJECT NUMBER I DRAWING NUMBER
A61906.00 C-102
00
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A61906.00 - HEARTHSTONE LUXURY HOMES, LLC - LOT 10 LEXINGTON - SURFACE IRRIGATION REPERMITTING

00
EFFLUENT BYPASS
VALVE BY E-Z TREAT
4" FROM FILTER POD 4" SCH. 40 PVC
CROSS (TYP.) —
4" SCH. 40 PVC
FLOAT BALL
FINISHED GRADE
FLOW CONTROL
WEIR
WATER LEVEL PLATE
12"
MIN.
:�:1 �:1 �:1 �:1 �:1:�:1 �:1 MEMO a:1 rmax
1
..10 . ........
.
ARECIRCULATION TANK SECTION
D-101 / NTS
4" 90' BEND
4" TO
ULTRAVIOLET
DISINFECTION
UNIT
ALL TANKS
REQUIRE A 6"
THICK STONE
BASE (TYP.)
. - . ']• V A2- OnADII 1A/IT\J Al I I\AIAII ILA
3/4" SCH. 40
"
30 0 E-Z SET
PVC RECIRC
RISER W/COVER
LINE
SEE GEN. NOTES
1-1/2" PVC
FIN. GRADE
iv Q
CHECK VALVE
1-1 /2" ELBOW (TYP.)
VC
FULL UNION (TYP,)
a°
3/4"
3/4" BALL VALVE
1-1 /2"x3/4"
UNION
NCH
FROM
PUMP
1-1/2" SCH. 40 PVC
LINE TO FILTER POD
A� DENITRIFICATION
SECTION
. D-101 / NTS
E-Z TREAT POD FILTER SYSTEM
SLOTTED DRAIN PIPE BEDDING (TYP.)
c E-Z TREAT POD SECTION
D-101 J NTS
17
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- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - --
3/4" TRU-UNION
I
30"0 E-Z SET
I
BALL VALVE
RISER W/COVER
3/4" SCH. 40 PVC RECIRC. LINE
12" MIN.
LENGTH
I
I
_______________
___
__
________________________________________________
� FLEX PVC
\�`
I�
EFFLUENT BYPASS VALVE
CLEAN
CLEAN
OUT
OUT
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4" SCH.
40 PVC
DAVID BRANTLEY & SONS
1,000 GALLONS SEPTIC TANK
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DAVID BRANTLEY & SONS
1,000 GALLONS RECIRCULATION TANK D-101
00
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IF BELOW DRIVEWAY OR PARKING LOT THEN
40 PVC BALL
I
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CHECK VALVE
®
I
(TYP.)
I
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- LL - - - - -
- - - - - - -
L
95"
a
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3' ALL AROUND
SELECT BACKFILL
FREE OF DEBRIS
30" 0 E-Z SET
RISER W/COVER
TURBINE -7
PUMP
DAVID BRANTLEY & SONS
TRAFFIC -RATED i
3,600 GALLONS FIELD DOSING/STORAGE TANK i\
PT-H2O-389 OR APPROVED EQUAL
i
L
FLOAT TREE
(TYP.)
NOTES
1. SEE C-101 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
3.1 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.
CORRUGATED 11. CONTRACTOR MAY USE LARGER TANKS.
RED DRAIN PIPE 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
D GREATER
D-101
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
TO HYDRAULIC DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
UNIT 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 I DESCRIPTION
4' XJ2" 4" X 2" 1GS PROJEMMANAGER: PROJE MAENGINEER:
REDUCER J REDUCER DRAWN BY: CHECKED BY:
DIRECT BURIED ULTRAVIOLET DISINFECTION UNIT JDH GSM
1 SEPTIC, RECIRCULATION, AND FIELD DOSING/STORAGE TANKS (SEE 2/D-103 FOR DETAILS)
DATE:
D-101 NTS
ALARM LIGHT
F/m/m NO/
30"0 E-Z SET " -
° 24"0 E-Z SET RISER RISER W/COVER ° 1-1/2- PVCCONTROL PANEL _
W/COVER (TYP. UNLESS (LOCATED WITHIN CHECK VALVE 17�69 -
OTHERWISE NOTED) PRECAST CONCRETE ( 'w �
0 DIRECT BURY 'a Q ,ti
"DOPN) T OPTIONAL ) 9 .E G '`,
NOTE: FIELD VERIFY PRIOR " ( ) 10-FEET OF TANKS CABLE TO � • S GING���. `�
p FLEX TO ORDERING RISERS z 3/4" SCH. 40 z 1-1 /2" SCH. 40 PANEL ''■�,;, IMA ,,/►�3 /��%%G
PVC co PVC RECIRC. LINE cols PVC FULL UNION
0) 04 X PVC a DIRECT BURY �= MacCONNELL
a ° ° PVC \j / ° ° / /\ /\\/ \\ \ CABLE TO PANE \\// \%\\/\ / \
• \ \\\\ \\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ BALL \\\\\\ ° //// /\/>: ////// //////////\/\/\/ \/\/\ /\/\/\/\/\/\/\/\/\/\ ///////////////�. //////// // ///
cz
/ / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ VALVE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
ssoc ates . C.
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// ///// ///ao ////////////// /\/\/\/\/\/> \\\\\\\////00 / /// CHECK VALVE /// \\ \\\\\\\\\\\\ao \\\\\\\\\ \\\\\ 11 1N WELLR AD SUITE
//// \\\\\\\\ \\\\\\\\\\\\\\\\\\\,\\\\\\\\ �\\FLOAT TREE \\/\/\/\ \/\/\/ \\\\\\\\\\\\\\\\\\\\\\\\\\�.\\\\\\\\\\\\\\\\\\ \\\\\\ 0 O ROAD, 8
--------- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ____ ____ ° ��/j�/j�/j�/j�// \jj\j/\jj\jj\jj\jj\jj\/�----------- / / o / / / / / / / / / / / /BRACKET i D / __3/4__ _ / '1-1/2" SCH. 40 ----------- / ° / / / / / //a, / / / / / / / / / / / / / / _ __ _ / /\�\j�\j/ RALEIGH, NORTH CAROLINA 27607
UNION // PVC FULL UNION ° ° /\/\ P.O. BOX129
/\/\/\/\/\ o D / ° / LICENSE MORRISVILLE NORTH CAROLINA 27560
\�����/ - ) FLOAT TREE BRACKET
5 \ \ \ 2" VENT— 4" SCH. \\ \\ \/\/\/\/\/\ ° // (TYP. /\//�
40 PVC\\/\\ \ ///////////// EFFL ENT BYPASS o0 _ NO. C-1039 TEL: [phone] FAX: [phone]
\ \ \ \ VALVE BY E-Z TREAT SECONDARY TIMER (OPTIONAL) M HOLE"(TYp) IPHON\/� ( ) ( )
WATER LINE
• HIGH WATER ALARM
N , -, /2" SCH. 40 PVC SECONDARY TIMER , -, /2" SCH. HEARTHSTONE LUXURY
N LINE TO FILTER POD 40 PVC TO
_ " N HYDRAULIC UNIT HOMES, LLC -LOT 10
r 4 SCH. 40 PVC a0 HIGH WATER ALARM
DROP TEE (TYP.) DOSE ENABLE CAST -A -SEAL
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o POLYLOK PL-68 EFFLUENT 3/16"14,
N o � PUMP OFF ANTI -SIPHON BOOT (TYP.) � DOSE ENABLE SURFACE DRIP IRRIGATION
FILTER, ZABEL A1800, ZOELLER
N RESIDENTIAL EFFLUENT FILTER - HOLE (TYP.) :
x P/N 170-0078, OR ENGINEERS SEE RECIRCULATION MERCURY FLOAT n
3 APPROVED EQUAL () 6" PUMP OFF RE P E RM ITTI N G
TANK SECTION SWITCHES 2
o N o DETAIL THIS SHEET >
_ -H -H 3' -H °p -H SWITCHES (4)AT
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PVC FLOAT TREE PVC FLOAT TREE C H AT H A M COUNTY, NC
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6" THICK #57 PUMP NUMBER STEP 20 (1/2 HP)
5 BEDDING (TYP.) STONE NUMBER TSTEP 30 CATALOG
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D D SEPTIC TANK, RECIRCULATION TANK, AND FIELD DOSING/STORAGE TANK SECTIONS
Q D-101 NTS
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ID
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1906.00 — HEARTHSTONE LUXURY HOMES, LLC — LOT 10 LEXINGTON — SURFACE IRRIGATION REPERMITTING

NOTES
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PVC
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LTC 600 DRIP TO DRIP"
PVC SLIP TO BLANK TUBING
3
D-102
n
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9
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=ATED 4"x 4"
NOTE:
1. POSTS TO BE PLACED ±20' O.C.
TWO STRAND WIRE FENCE
NTS
MANIFOLD TRENCH
w
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NOTE:
1. SUPPLY OR RETURN MANIFOLD PIPE
SIZES MAY VARY (SEE DISTRIBUTION
FIELD PLAN DETAIL)
CONNECTION TO 1/2"
PE DRIPPER LINE
WELL PACKED r EMITTER TUBING LAID ON
EARTHEN DAM 1 EXISTING GRADE
J"x4" PVC REDUCING
ELBOW (TYP. OF 2)
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LOCKSLIP COUPLING
N
1/2" PE BLANK TUBING
MANIFOLD DRIPPER LINE CONNECTION
NTS
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(OPTIONAL)
NOTE:
1. SEE SITE PLAN FOR ORIENTATION.
_D i >
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ER
J 4" 45' BEND >G/`�RED
xC 2'
4" WYE
CLEAN �' REDUCER
OUT
NOTE:
1. PIPING TO BE 4" SCH. 40 PVC.
5 GRAVITY CLEANOUT
D-102 NTS
FIELD RETURN LINE (SEE
SITE PLAN FOR PIPE SIZE)
4" PVC
TO SEPTIC
TANK
PVC
END CAP 4" PVC 4" PVC
WY E TEE
6
D-102
FIELD RETURN LINE DETAIL
NTS
2
D-102
1/2" PVC
RETURN -
4
D-102
MINI -CLICK
RAIN SENSOR
0 0 0
LEAD WIRES TO
CONTROLLER
NOTE
1. DO NOT COVER.
2. RAIN SENSOR SHALL BE
MODEL MINI-CIK BY HUNTER
RAIN SENSOR
NTS
MANIFOLD TRENCH
12" WIDTH MIN.
WELL PACKED
EARTHEN DAM
1/2" PVC
SUPPLY
-2"-4" OF PINESTRAW
OR MULCH (OPTIONAL)
EMITTER TUBING
4" - 6" TYPICAL 8" TUBING
DAM HEIGHT STAPLES
25' O.C.
12" BEYOND
MANIFOLD TRENCH
TO DRIPPER LINE
CONNECTION
1/2" PE BLANK TUBING (TYP.)
SUPPLY / RETURN SECTION
NTS
7
D-102
TOP VIEW
LTC 600 DRIP TO DRIP
LOCKSLIP COUPLING
I- ORIGINAL
GRADE
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 TANK BALLAST SHALL BE A MINIMUM OF FOUR
(4) CUBIC YARDS.
8. ONLY USE IF GROUND WATER OR SEASONAL HIGH WATER ENCOUNTERED
IN EXCAVATION. TANK LOCATED IN HIGH AREA.
NOTE 1
NOTE 2
5
SIDE VIEW ��""
TANK BALLAST DETAIL ( OPTIONAL
NTS
END VIEW
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
NO. DATE DESCRIPTION
IPROJECT A TMANAGER: PROJECT I
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
OCTOBER 23, 2018
'EAL
17069
1p
�p'Z,
0 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]
HEARTHSTONE LUXURY
HOMES, LLC - LOT 10
LEXINGTON
SURFACE DRIP IRRIGATION
REPERMITTING
CHATHAM COUNTY, NC
DETAILS - 2 of 3
PROJECT NUMBER DRAWING NUMBER
A61906.00 D-102
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A61906.00 - HEARTHSTONE LUXURY HOMES, LLC - LOT 10 LEXINGTON - SURFACE IRRIGATION REPERMITTING

00
1-1/2" SCH. 40 PVC MANIFOLD
1-1/2" ELBOW
1-1/2" x 1/2"
REDUCER BUSHING —
1/2" SCH. 40 PVC RETURN
LATERAL (TYP. OF 4)
FINISH GRADE
ROUND VALVE BOX —
AIR/VACUUM
BREAKER (AVBK-1)
1 " SCH. 80 PVC NIPPLE
LENGTH AS REQUIRED -
1-1/2" TEE (TYP)
RETURN
SUPPLY / RETURN ZONE HEADER
NTS
A
]L J
SCHRADER VALVE
1" THREAD DIAMETER
1" PVC UTILITY BALL
VALVE W/ THREADED
ENDS (NORMALLY OPEN).
BRICK SUPPORTS
(THREE)
PEA GRAVEL SUMP
1-1/4" RETURN LINE A
1-1/2" BRONZE CHECK VALVE
1-1/2" x 1-1/4" REDUCER
1-1/2" x 1-1/4"
REDUCING TEE (SOC X FIPT)
ROUND VALVE BOX—
AIR/VACUUM
BREAKER (AVBK-1)
1 " SCH. 80 PVC NIPPLE
LENGTH AS REQUIRED -
PEA GRAVEL SUMP J
1-1/2" SUPPLY LINE
FINISH GRADE
SCHRADER VALVE
1 " THREAD DIAMETER
1 " PVC UTILITY BALL
VALVE W/ THREADED
ENDS (NORMALLY OPEN).
BRICK
SUPPORTS
(THREE)
1-1/2" SCH. 40 PVC MANIFOLD
1-1/2" x 1/2"
REDUCER BUSHING
1/2" SCH. 40 PVC RETURN
LATERAL (TYP. OF 4)
SUPPLY
NOTES:
1. REMOVE WOODY VEGETATION UNDER 2" CALIPER.
2. INSTALL DRIP LINES AT 3' ON CENTER. USE LANDSCAPE STAPLES AS NECESSARY TO SECURE DRIP
LI N ES.
3. COVER WITH 2"-4" OF PINESTRAW OR MULCH (OPTIONAL).
NOTE:
1. NUMBER OF LATERALS TO MATCH SITE
CONDITION. CAP FITTINGS NOT NEEDED.
2. ALL PIPE SHALL BE SCH. 40 PVC UNLESS
OTHERWISE INDICATED.
3. SEE SITE PLAN FOR NUMBER OF
LATERALS.
4. SEE SITE PLAN FOR SUPPLY LINE, RETURN
LINE, AND MANIFOLD SIZES.
5. AIR VACUUM BREAKER VALVES SHALL BE
INSTALLED ON EACH SUPPLY AND RETURN
MANIFOLD AT THE HIGH POINT.
1-1/2" TEE (TYP)
LANDSCAPE STAPLES
AS NECESSARY 3' O/C
DRIP LINES
z PVC
MAINLINE
ifl 1-1/
REDU
NATIVE SOIL i�\�\�\�\ ��������������\FF
FILTER FI
IPS FLEX
SLOPE
FILTER Al
FLUSH LI
RETURN 1
SEPTIC T)
3 DRIP FIELD SEPTIC LINES 1"x" PVC REDUCER
FIELD FLI
D-103 NTS
30" RISE
SEE SCHEDU
LOOPING OF NON DRIP
BLANK TUBING
1/2" BLANK (NON DRIP) LINE
(66" MIN. TOTAL LENGTH),.
1/2" 6" RAD. MIN. (TYP)
DRIP LINE
LTC 600 DRIP TO DRI I 1.5'
LOCKSLIP COUPLING -
TYP. LOOP CONNECTION
FROM SUPPLY MAIN TO RETURN MAIN
RETURN
ZONE
HEADER
SUPPLY
ZONE TO ALTERNATE LATERALS
HEADER (6,7, OR 8) RETURN
TO ALTERNATE
LATERALS (6,7,
OR 8) SUPPLY
MANIFOLD DRIPPER
LINE CONNECTION
1/2" PE TUBING WITH
0.53 GPH EMITTERS
® 2. 0' O.C.
NOTES:
1. TYPICAL ALL DISTRIBUTION FIELDS
LOOPED LATERALS ® 3.0' FT. O.C.
2. SUPPLY AND RETURN LINES TO BE
PLACED IN THE SAME TRENCH.
4 DISTRIBUTION FIELD PLAN TYPICAL
D-103 NTS
1/2" RETURN LINE TO
ZONE RETURN HEADER
100% 4" WELL CAP
BACKUP DISCONNECT
PRI RY LAMP LAMP UNION (TYP.)
4" - 2" �� �" - 4"
4" x 2" 17,. \-4„ x 2"
REDUCER REDUCER
1/2" BALL
VALVE
TOP VIEW
PROTECTIVE SLEEVE SIONL (LXILNU b""
OUTSIDE OF RISER)
SECTION VIEW
'2 ULTRAVIOLET DISINFECTION
D-103 NTS
PVC
\IAIAII IAIC
TOP VIEW TOP VIEW
SECTION VIEW SECTION VIEW
5 HYDRAULIC UNIT TYPICAL
D-103 NTS
NOTES:
1. ULTRAVIOLET LIGHT PURIFIER
UV-102 BY E-Z TREAT.
2. PROVIDE DUAL GFI RECEPTACLE
FOR UNIT AND HEAT TAPE. FIELD
ROUTE 2-#12,1-#12G, IN 3/4"
PVC CONDUIT TO 120 VOLT
SINGLE PHASE 20 AMP BREAKER
AT HOUSE.
3. ORIENTATION PER SITE
REQUIREMENTS.
INSTALL 1/2" BALL VALVE FOR
SAMPLING DOWNSTREAM OF U.V.
UNIT.
MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED.
19001'myIa121G
ZONE 3 VALVE
ZONE 2 VALVE
ZONE 1 VALVE
TO DRIP ZONES
1-1/2"x1" PVC REDUCER
(TYP. ZONES 1-4)
1-1/2" SUPPLY LINE (ZONES 1-3)
NOTES
1. SEE SHEETS C-101 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 28. 2019
REVISIONS
NO. DATE DESCRIPTION
IPROJECT MANAGER: PROJECT ENGINEER: I MA
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
OCTOBER 23, 2018
O:
E AL
17069 _
fVIA
ilr�++Ile++yt�
/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]
HEARTHSTONE LUXURY
HOMES, LLC - LOT 10
LEXINGTON
SURFACE DRIP IRRIGATION
REPERMITTING
CHATHAM COUNTY, NC
DETAILS - 3 of 3
PROJECT NUMBER
A61906.00
DRAWING NUMBER
D-103
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461906.00 - HEARTHSTONE LUXURY HOMES, LLC - LOT 10 LEXINGTON - SURFACE IRRIGATION REPERMITTING

DD
E11111
OI
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D�
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. CONTRACTOR
MAY USE A COMBINED PANEL.
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 BUILDER'S ELECTRICIAN SHALL MAKE
THE INTERNAL PANEL CONNECTIONS OF THE PUMP 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 POINTS.
5.
THE DUPLEX TIME DOSE CONTROL PANEL
REQUIRES DEDICATED CIRCUITS OF 20 AMPS,
230 VOLTS, SINGLE PHASE SUPPLIED FOR EACH PUMP.
6.
THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 230 OR 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
7.
THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE ALARM / CONTROL SIDE OF THE PANEL.
8.
THE PRETREATMENT CONTROL PANEL REQUIRES A TELEPHONE EXTENSION LINE FROM THE DWELLING FOR THE RMSYS TELEMETRY SYSTEM. THIS IS NOT A DEDICATED LINE;
IT IS AN
EXTENSION FROM ANY LINE THAT IS USED IN THE DWELLING.
9.
THE FINAL DISPERSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 230 OR 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
10.
THE FINAL DISPERSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS SUPPLIED FOR THE ALARM / CONTROL SIDE OF THE PANEL.
11.
A MINIMUM CONDUIT SIZE OF 1 1/2" 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.
12.
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.
13.
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.
14.
ALARMS SHALL BE AUDIBLE AND VISUAL. ALARMS SHALL ACTIVATE AUTO DIALER TO RMSYS SYSTEM.
15.
AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
16.
PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY GENERATOR. PROVIDE DISCONNECT PER NCBC AND NEC.
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 1-2/N 120/230 VAC, 0-16 AMPS, 50/60 HZ
L3 T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL O I��'J L2 Tj 2 T2
�T1 fGROUNDLUG
TI J
CB1
20A M1 OUND TO
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
1 1
CB2
10A
11 14
14 1 TD11 3 °OFF
FS2 -Timer Enable Is-- Irr-0------�
TB3 TB4 AUTO
FS3 - High Alarm
TB5 TB6 Al R A2
��
FS1 -Low Alarm
TB1 TB2 Al R1 A2
I® 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
Lce Lce
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 = BILK
120VAC Control Wiring = RED
Neutral = WHT
Ground = GRN
TIGHTENING
AWG/ OR TORQUE IN INCH
CIRCULAR POUNDS
MILL SIZE SCREW EXTERNAL
DRIVE
DRIVER
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
110 50 180
2/0 50 180
LEGEND
OR
CONTROL RELAY
CB
CIRCUIT BREAKER
GL
GROUND LUG
Swl
HOA SWITCH
SW2
TEST/SILENCE SWITCH
R
ALARM BEACON
B
ALARM BUZZER
Ml
MAGNETIC CONTACTOR
G1
PUMP RUN INDICATOR
GL
GROUND LUG
FS
FLOAT SWITCH
TD3
Repeat Cycle Timer
Off H rs
On
O 6 8 Off
R 10
12
Scale Min
ED R- On O®
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.
E-Z TREAT SIMPLEX CONTROL PANEL
NTS
Terminal Connections
CONTROL
PUMP
Incoming Power
Incoming Power
120 VAC, 50/60HZ
120/230 VAC, 50/60HZ
L1 N
I I
L1 1-2/N
I I
TB1 TB2 T133 T134 TB5 T136
of
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
PUMP
Connection
I
c O
v 00
C C
Z Z
O�
C:
G)o
NOTES:
1. PANEL BY ALDERON, OR EQUAL.
2. PANEL TO BE SUPPLIED BY E-Z TREAT.
3. CONTRACTOR MAY USE COMBINED E-Z TREAT /FIELD DOSING
PANEL WITH LIKE FUNCTION.
From Main Power Panel
230/115 VAC, 1 Phase, 60 Hz.
Main disconnect
provided by others.
1A
Ground Wire
L1 A
1.2
L2* B
1.3
L1 L1
N N
1.4
See page 2 for Power
Wiring Options,
1.6
1.7
1.High
8
Level 5
Alarm
1'9
2 Secondary
Timer 5
o On&Off
1.10
3
o Timer 5
1.11
NOn & Off
1.12
a
Redundant
in Off & Low 5
Level Alarm
1.13
1.14
1.15
1.16
1.17
1.18
PUMP ETM & CT
1.19
SIGNAL
1.20
1.21
1.22
TRANSFORMER
1.23
115V-24V
40VA
1.24
FUSE
2A
2
E-101
GEOFLOW
SUBSURFACE DRIP SYSTEMS
1-800-828-3388
Panel Wiring Diagram
Model GE04-Sim-Aut
L2I
CB 20A M1
= Factory Wire
=Field Wire
PUMP
16A MAX
Note: Motor must have internal overload protection
SURGE ARRESTOR
SCHNEIDELE
SDSA1175T
LOGO SIEMENS
6ED1-052-1 FB00-OBA8
MOTOR CONTACTOR
ABB
AX18-30-10-84
LEVEL ALARM LIGHT
SIEMENS
3SU1 SERIES
AUDIBLE ALARM
FLOYD BELL
SP-1081
ALARM SILENCE
RELAY
IDEC RJ2S-CL-A120
REMOTE ALARM
(AHW OR EQUIV.
115 VAC ALARM)
EDW-WD-GEO-21
Rev. 2.0 © 05/17/17
Page 1 012
FIELD DOSING CONTROL PANEL
NTS
2.1
2.2
2.3
2A
2.5
2.6
2.7
2.8
2.9
2.10
2.11
2.12
2.13
2.14
2.15
2.16
2.17
2.18
2.20
2.21
2.22
2.23
2.24
2.25
2.26
2.27
2.28
\ \
VORTEX FILTER
HAND OFF AUTO
\ \
VORTEX FILTER
6 7
24VAC VALVE
\ \
PROVIDED BY OTHERS
` Q3 ;
SYSTEM FLUSH
\ \
HAND OFF AUTO
I I I
SYSTEM FLUSH
\ \
8 ••••..••
.-• 9
24VAC VALVE
\ \
PROVIDED BY OTHERS
\ Q4 \
\ J
I
LOGO \
` EXPANSION
L1 b
From
DMB SIEMENS
` -,
L_r-�
1.23
6ED7-O55-1FB00-OBA2
55-lFB
\ \
\ \
\
ZONE 1 VALVE
\ \
HAND OFF AUTO
�S
10 11
ZONE 1
24VAC VALVE
\
\ Q1 \
PROVIDED BY OTHERS
\�(Q5) \
\ \
\ \
\ \
ZONE 2 VALVE
1 ;
HAND OFF AUTO
11
WI
12 146
3
ZONE2
24VAC VALVE
Q2
PROVIDED BY OTHERS
\ (Q6) ;
I
\
\ \
\ ;
ZONE 3 VALVE
\
\
\
HAND OFF AUTO
\I
I
ZONE
-.A
15
24VAC VALVE
\ 03 \
PROVIDED BY OTHERS
r
\ \
ZONE 4 VALVE
\ \
HAND OFF AUTO
i '
\
ZONE4
��
16 -.•.
17
24VAC VALVE
\ \
\ 04
PROVIDED BY OTHERS
\ (08)
CLASS 2 WIRING
Float Arrangement Diagram
0 0 0 Q
High Level
Alarm
L--4
Secondary
Timer On &Off
--4Timer On & Off
Redundant Off
& Low Level
Alarm
NOTE: All valves must be NORMALLY CLOSED.
'Power Wiring Options:
230VAC Pump 115VAC Pump
0000 O 0000 O
0000 0000
0000 0 0000
N L1 A 6 N L1 A 6
cc) CO, -.11. oo�.
333R °c 333R 0
00 aa��
1.
Z r Z - o
v
m m
NOTES:
1. PANEL BY GEOFLOW, MODEL GE04-SIM-AUT, OR EQUAL.
2. PANEL TO BE SUPPLIED BY E-Z TREAT.
3. CONTRACTOR MAY USE COMBINED E-Z TREAT /FIELD
DOSING PANEL WITH LIKE FUNCTION.
EDW-WD-GEO-21
Rev. 2.0 © 05/17/17
Page 2 of 2
NOTES
1. SEE SHEETS C-101 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 28. 2019
REVISIONS
NO. DATE DESCRIPTION
IPROJECT A TMANAGER: PROJEC'ENGINEER: I
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
OCTOBER 23, 2018
\\11, 11l Ill 7117
04
0 F
17069
tll4,�1// Z3(
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]
HEARTHSTONE LUXURY
HOMES, LLC - LOT 10
LEXINGTON
SURFACE DRIP IRRIGATION
REPERMITTING
CHATHAM COUNTY, NC
ELECTRICAL DETAILS
1 OF 1
0
(V
0
0
U
J L
A61906.00 - HEARTHSTONE LUXURY HOMES, LLC - LOT 10 LEXINGTON - SURFACE IRRIGATION REPERMITTING
PROJECT NUMBER DRAWING NUMBER
A61906.00 E-101