WQ0040799_Site Plans/Maps_20191021

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C ROIN G
ACE DRIP IRRIGATION
IF=M;z
TREAT SYSTEM
WAKE COUNTY, NC - PROJECT No. A69601000
Apex V1111 ev;e
-Rd
1147 CROCKETT
R 1 D G E
Apex Mature Park q?
PaaKsroE are
THE CREEK
SITE 7�
WHISTLING
QUAIL
FAIRFIELD
PARK AT
OOTTS MILLS
SALE
HOLLAND FARMS
1147
CREEKS
BEND FARMS
WOOOGATE
FARMS
Friendship
WE TWI14D
2613 WHISTLING QUAIL RUN
APEX, NC
SCHEDULE OF DRAWINGS:
COVER SHEET
C-101 OVERALL SITE PLAN
C-102 SYSTEM LAYOUT
WINDING
G R E E D-101 DETAILS - 1
D-102 DETAILS - 2
D-103 DETAILS - 3
117C E-101 ELECTRICAL DETAILS - 1
WINDING
WAY ESTATES
1
PLEASANT PLAINS oil
VICINITY MAP
11,��1111If1 �',
OL
I i
CO)
SEW-
- 17069 � _f
°d, s m AG.
PROJECT MANAGEMENT
COPYRIGHT © 2019
LICENSE No.
C-1039
MacCONNELL
& Associates, P. C.
1101 NOWELL RD., SUITE 118
RALEIGH, NORTH CAROLINA 27607
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone]
J
1147
SITE
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Greater Christian
2
Gha pel Church
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Ftoraor
Apex Friendship
High School
1'147
LOCATIO N M A P
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
OCTOBER 21 2019
APRIL 12, 2019
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1.
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.
LOCATION OF
DRIPPER LINES AS SHOWN ARE
APPROXIMATE. LINES SHALL LAY PARALLEL TO CONTOURS @ 3FT. MIN. t 61N. SPACING AS SITE CONDITIONS ALLOW.
6.
SUPPLY AND
RETURN LINES MAY BE LAID IN
SAME TRENCH. SEPARATION IS FOR ILLUSTRATION PURPOSES ONLY.
7.
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.
8. DRAIN ALL ROOF AND TOE DRAINS AWAY FROM DRIP FIELD AND TREATMENT UNITS.
9. PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL AND TREATMENT AND DISPOSAL SYSTEMS.
10. NO SWIMMING POOL SHALL BE INSTALLED WITHIN 15 FEET OF IRRIGATION SITE.
11. 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.
12. 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.
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
EL.
±318.3'
1,250 GALLON
SEPTIC TANK
El
El
rc-P]
E—Z TREAT
POD FILTER
INV.EL.
±319.2'
INV.EL. BYPASS
±318.1' O INV.EL. 318.0'
1,000 GALLON
E—Z TREAT
RECIRCULATION TANK
4" SCH. 40 PVC
LEGEND
FORCE MAIN
GROUND — — —
GRAVITY LINE
FLOW DIRECTION IN-
1-1/4" SCH. 40 PVC SUPPLY TO ZONE 1
1-1/4" SCH. 40 PVC SUPPLY TO ZONE 2
1-1/4" SCH. 40 PVC SUPPLY TO ZONE 3
-1/4" SCH. 40 PVC RETURN LINE FROM ZONE 1 & 2
GROUND EL. ±320.0'
INV.EL.
UV
3,600 GALLON
DOSING/STORAGE TANK
4" SCH. 40 PVC
TREATMENT SYSTEM SCHEMATIC / PROFILE
HYDRAULIC
— UNIT
ZONE
VALVES
TO ZONES
1,2AND3
HIGHEST POINT
ON IRRIGATION
FIELD = ±318.0'
LEGEND
ADJACENT BOUNDARY
BOUNDARY PROPERTY
\ \ \\ \��� \\ \\ CONTOURS — INDEX
CONTOURS — INTERMEDIATE
\ \ \ \ \ \ \\ / — — DRAIN FIELD (SEPTIC) AREA
\\\ \\ o �\ \
E ELECTRIC LINE
x EXISTING FENCE
WL WETLANDS
EDGE OF PAVEMENT
100 YEAR FLOOD PLAIN
\8 0 X M�T�' � � �� � �� � I � � \ EXISTING STREAM
0
\ I �I \ \ \ \ \ INITIAL DRIP LINES (FLAGGED)
EXISTING \ I `� \ \ '------------------
0 INITIAL DRIP LINES (UNFLAGGED)
\ v A v LOT 16 \STRUCTURE
\ I I I WHISTLING QUAIL I \ \ \ 1 \' \ \ LOT 91 j RETURN LINES
RUN \\ B.M. 2010, PG.
\ \ SUPPLY LINES
� B.M. 1987, �I \ EXISTING �_ � � ����'� � � � ZONE PUD �CZ � �� PG. 1615 \ \
DIVERSION BERM
ZONE RR DWELLING
/iEXISTINGI J I \ I L
Y � �� ►f BRONZE CHECK VALVE
l /
POND
RETURN MANIFOLD
SUPPLY MANIFOLD
LOT 16 ci / I —� \ \ \\\22g�� I \ ` CO CLEAN OUT
\ \_ � COMMON AREA
WHISTLING QUAIL CID CONTROL PANEL
RUN W \ \�\ � N B.M. 2010, \ \ I
B.M. 1987, \ \ \ o \ � � CDPG. 391 I / I EZRT E-Z TREAT RECIRC. TANK
PG. 572 � I \ ZONE PUD—CZ I \ I
\ \ //\ 3 F, I \ I \ E—Z E—Z TREAT TREATMENT UNIT
ZONE RR V L �SETBACK� i\� \ ���`btxU FDT FIELD DOSING TANK
1
y �� I ST SEPTIC TANK
HU HYDRAULIC UNIT
zi 325,27;� A� �� / I UV ULTRAVIOLET DISINFECTION
—S53
M METER
LOT 15 'dl- oo A �\ + o I ZV ZONE VALVE
\\ WHISTLING QUAIL a N
RUN CD' N A IPF IRON PIPE FOUND
V \ \ I
\ B.MPG1.g572 CS w J COS / DRIP N \ _
\ POWER POLE
'\ z - IRRIGATION \ —
ZONE RR 1-4 m ('PROPOSED \ I EXISTING TREE \ / /H DWELLING DRAINFIEL II I 1 \ I \
EZ TREAT �"� a n
SYSTEM X N \ COMMON AREA
N THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
o `B.M. 201 1 ,
0 UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
J 01 I PG. 940 \ / INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN
— ZONE MD -CZ r / PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
17" W \ I I \ \ `, �\ 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
LE 3�/
I I I I / APP YINGT FORRIANY POURPOSETS ACCURACY BEFORE
\ LOT 14 / / / ' l /
WHISTLING QUAIL / / /;LOT 20 I / RECORD DRAWING
RUN z WHISTLING QUAIL
B.M. 1987, I 1 I \2� N /
RUN OCTOBER 21 2019
ZONE RR72 B.M. 1987, j \ \ / _
PG. 1 615
ZONE RR _
GRAPHIC SCALE. 1 100
0 50 100 200 300
REVISIONS
N0. DATE DESCRIPTION
500' SETBACK FROM _3 \ PROJECT MANAGER: PROJECT ENGINEER:
TREATMENT AND \ \
IRRIGATION \ GSM AVF
DRAWN BY: CHECKED BY:
\ \\ \ ( \ \ \ \ I I \ JDH GSM
DATE:
APRIL 12, 2019
J 4
Ma\\OIN IN ELL
& 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]
DONALD & REBECCA
JOHNSON
SURFACE DRIP IRRIGATION
E—Z TREAT SYSTEM
WAKE COUNTY, NC
OVERALL SITE PLAN
PROJECT NUMBER I DRAWING NUMBER
A69601.00 C-101
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A69601.00 - DONALD & REBECCA JOHNSON - SURFACE DRIP IRRIGATION E-Z TREAT SYSTEM

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MAINTENANCE SCHEDULE
BASE MAP INFO FROM: SOIL SERVICES, PLLC & WAKE COUNTY GIS
PROPERTY SURVEY PROVIDED BY: ISOIL SERVICES, PLLC
ITEM FREQUENCY TASK
SEPTIC TANK 3 - 6 MONTHS CHECK FOR SOLIDS ACCUMULATION, BASIS OF DESIGN
BLOCKAGES, OR BAFFLE DAMAGE,
IN/EXFILTRATION, PUMP SEPTAGE. BEDROOMS GPD/BR INITIAL DESIGN FLOW FINAL DESIGN
CLEAN EFFLUENT FILTER. FLOW (GPD) REDUCTION FLOW (GPD)
12 MONTHS PUMP OUT ACCUMULATED SOLIDS IF 4 120 480 25% 360
NECESSARY.
RECIRCULATION TANK WEEKLY CHECK PUMPS, CONTROLS, ALARMS,
FIELD DOSING TANK ELAPSED TIME METERS. TREATMENT TABLE
E—Z TREAT PODS REQUIRED: 1 PODS
3-6 MONTHS CHECK FOR SOLIDS ACCUMULATION, E—Z TREAT RE —CIRCULATION RATIO: 6 TIMES ADF
IN/EXFILTRATION. TOTAL E—Z TREAT FLOW PER DAY: 2646 GALLONS
E—Z TREAT RE —CIRCULATION CYCLES PER DAY: 78 CYCLES
12 MONTHS PUMP OUT ACCUMULATED SOLIDS IF E—Z TREAT VOLUME PER DOSE: 34 GALLONS
NECESSARY. RE —CIRCULATION TIMER ON: 2.5 MINUTES
RE —CIRCULATION TIMER OFF: 16.0 MINUTES
SUPPLY LINES, FORCE MAINS 6-12 MONTHS CHECK FOR EXPOSED PIPE AND RE —CIRCULATION DOSE CYCLE: 18.5 MINUTES
LEAKAGE. DENITRIFICATION GALLONS RETURNED: 778 GALLONS/DAY
DENITRIFICATION RETURN SETTING: 4 GPM
DISTRIBUTION FIELDS 2-4 WEEKS MOW VEGETATIVE COVER IF APPLICABLE. E-Z TREAT SURFACE AREA: 29 SQUARE FEET
CHECK FOR EROSION, OR PONDING OF E—Z TREAT LOADING RATE: 17 GPD/SQUARE FOOT
3-6 MONTHS EFFLUENT.
PUMPS, FILTER SYSTEM, MONTHLY CHECK FLOW METER READOUT AND GEOFLOW FIELD DOISNG TABLE
& DISTRIBUTION PIPING COMPARE TO RECORDED FLOWS, NUMBER OF DOSES PER DAY/ZONE: 2 DOSES/DAY
CHECK PUMPS AND FILTER SYSTEM TIMER ON. PUMP RUN TIME PER DOSE/ZONE: 9.17 MINS:SECONDS
FOR LEAKS. TIMER OFF. PUMP OFF TIME BETWEEN DOSES: 11:50 HRS:MINS
PER ZONE — PUMP RUN TIME PER DAY/ZONE: 0:18 HRS:MINS
QUARTERLY REMOVE FILTER COVERS AND INSPECT ALL ZONES — NUMBER OF DOSES PER DAY / ALL ZONES: 6 DOSES/DAY
FOR ACCUMULATION OF DEBRIS. CHECK ALLOW TIME FOR FIELD TO PRESSURIZE: 0:00:30 HRS/MINS/SECS
DIFFERENTIAL PRESSURE GAUGE FILTER FLUSH TIMER: 0:00:20 HRS/MINS/SECS
BEFORE AND AFTER FLUSHING (D.P. DRAIN TIMER: 0:05:00 HRS/MINS/SECS
SHOULD RETURN TO ORIGINAL FIELD FLUSH TIMER: 0:01:00 HRS/MINS/SECS
OPERATING D.P.) CHECK PUMPS FOR FIELD FLUSH COUNTER: 42 CYCLES
ABNORMAL VIBRATION, TEST THE ALARM TIMER REQUIRED TO COMPLETE ALL FUNCTIONS PER DAY: 1:36 HRS:MINS
FUNCTIONS. IDOSE VOLUME PER ZONE: 1 60 GPD
SEMIANNUALLY REMOVE AND LUBRICATE O-RINGS ON
FILTER CANISTER, REPLACE IF
DAMAGED, CLEAN 1-1/2" FILTER
SCREEN AT HYDRAULIC UNIT. EFFLUENT LIMITS PER 15A NCAC 02T .0605
CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND (CBOD): 1<30 MG/L
ANNUALLY REMOVE FILTER SCREEN AND REPLACE, TOTAL SUSPENDED SOLIDS (TSS): 1<30 MG/L
CLEAN USED FILTER SCREEN IN MILD AMMONIA NITROGEN — NH3—N 1<15 MG/L
ACID SOLUTION AND STORE FOR NEXT FECAL COLIFORM: <200 /too ML
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.
IPS / NEW PROPERTY LINE \
I �
I I
100' WELL
VV SETBACK
WELL
DRIP LINE SEGMENTS (ZONE 1)
LINE # LENGTH LATERAL # LENGTH TOTAL
1
153'
1
2
153'
1
306'
3
153'
2
4
152'
2
305'
5
150'
3
6
150'
3
300'
7
151'
4
8
151 '
4
302'
9
150'
5
10
150'
5
300'
TOTAL DRIP LINE LENGTH OF ZONE 1 1,513'
DRIP LINE SEGMENTS (ZONE 2)
LINE # LENGTH LATERAL # LENGTH TOTAL
11
149'
1
12
149'
1
298'
13
149'
2
14
149'
2
298'
15
148'
3
16
147'
3
295'
17
145'
4
18
144'
4
289'
19
144'
5
20
144'
5
288'
TOTAL DRIP LINE LENGTH OF ZONE 2 1,468'
DRIP LINE SEGMENTS (ZONE 3)
LINE # LENGTH LATERAL # LENGTH TOTAL
21
144'
1
22
144'
1
288'
23
144'
2
24
146'
2
290'
25
146'
3
26
146'
3
292'
27
142'
4
28
138'
4
280'
29
132'
5
30
126'
5
258'
TOTAL DRIP LINE LENGTH OF ZONE 3 1,408'
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. / I X
9. ALL DRIP FIELD COMPONENTS SHALL BE ENCLOSED IN / I N
WIRE FENCE WITHIN THE REQUIRED SETBACKS. SOME 1
COMPONENTS SHOWN OUTSIDE FOR CLARITY.
/ (D
o
N X
N/
�-�D
N/ /I I
I I
EIP
TOTAL DRIP LINE LENGTH 4,389' I
N
ZD
325.27 IPS \ / / I \ N n
S 88°53' 19" E
\ / 0I
— — 12.5' REVIEW BOUNDARYLd
z1
— 25' TREATMENT SETBACK _ — — 29 30 �I \ I
(WITH WAIVER) \ Q w
+ 27 28'If ilf
w I
� � N
� 23 24 � \ I \ \
�1 22 \ .� � � I
1 I I I Y 1-1/2" SCH 40 PVC + � I
� � / SUPPLY MANIFOLD (TYP) �- 19 20`
o m \ / ZONE 3 I WO D FENCE
\ z w / 1-1/2 SCH 40 PVC + 17 18 I I
\ m �' / RETURN MANIFOLD (TYP) I
\ I
\ m � // 1-1/4" SCH 40 1 6 \ I
f �ET
Lu w PVC SUPPLY /14NAIL AT BASE'
\ � (TYP. OF 3)
\ 0 o / I OF DIPTURBED EIS
1-1/4" SCH 40 12 \
z / PVC RETURN 9 \ I
\ i PROPOSED
o N \ / HOUSE
INv I i FFE=f328'
co
\ I I
I I
I
\ I I
-- ---- /--- ----------------
PROPOSED
ZV
HU O
FDT
0�
CPS —�
EZRT O
(
E—Z
ST
4" SCH. 40 PVC
FROM HOUSE
Lel
10 ZONE 2 1
+ 5 8 \
3 6
1 4 \ \ \ I
UV
ZONE 1 I I \
1-1/4" PVC
RETURN + y I \
FROM FIELD — _ L0
C_
x�X \ I L0 r7
DRIVEWAY + I o
------------- - - - - - - - - - - - - - - \ -
/ — — — — 50' TREATMENT SETBACK _ \
--
REVIEW BOUNDARY AT
/ MIDWAY POINT BETWEEN
COMPLIANCE BOUNDARY �� DIVERSION BERM
\ AND WASTE BOUNDARY PER \
15A NCAC 02L .0108 \ \ I
I
— — — — _ 25' REVIEW BOUNDARY
COMPLIANCE BOUNDARY AT
PROPERTY LINE PER PREVIOUSLY PERMITTED WIRE FENCE \
15A NCAC 02L .0107 (i) SUITABLE SOILS BOUNDARY ENCAPSULATING
(WHITE STORE SOILS) WETTED AREA \
EIP 303.55' \
EIP
N 88*53' 1 7" W
EIP
LEGEND
—
— ADJACENT BOUNDARY
BOUNDARY (PROPERTY)
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
—
— DRAIN FIELD (SEPTIC) AREA
E
ELECTRIC LINE
x
EXISTING FENCE
WL
WETLANDS
—
EDGE OF PAVEMENT
100 YEAR FLOOD PLAIN
—
— EXISTING STREAM
INITIAL DRIP LINES (FLAGGED)
------------------
INITIAL DRIP LINES (UNFLAGGED)
RETURN LINES
SUPPLY LINES
DIVERSION BERM
04
BRONZE CHECK VALVE
0
RETURN MANIFOLD
®
SUPPLY MANIFOLD
CO
CLEAN OUT
CID
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
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
OCTOBER 21 2019
GRAPHIC SCALE: 1 " = 20'
0 10 20 40 60
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
SMMANAGER: PROJECTAVF ENGINEER: I
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
APRIL 12, 2019
04
I
SEAL -
_'
1M1 \ D
+�lellil1517,, ��/Z
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]
DONALD & REBECCA
JOHNSON
SURFACE DRIP IRRIGATION
� 1 E-Z TREAT SYSTEM
WAKE COUNTY, NC
� SYSTEM LAYOUT
CXJ IPS
PROJECT NUMBER
A69601.00
DRAWING NUMBER
C-102
0
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A69601.00 - DONALD & REBECCA JOHNSON - SURFACE DRIP IRRIGATION E-Z TREAT SYSTEM

R
EFFLUENT BYPASS
VALVE BY E-Z TREAT
4
4" FROM FILTER POD 4" SCH. 40 PVC
CROSS (TYP.)
4" SCH. 40 PVC
FLOAT BALL
7'-3-1/2" (TYP.)
FINISHED GRADE
4" 90' BEND o
o
FLOW CONTROL o
WEIR 4 4" TO SPRAY NOZZLE
WATER LEVEL PLATE ULTRAVIOLET CL o (TYP.)
DISINFECTION v o
UNIT
T o
ALL TANKS
REQUIRE A 6"
12" THICK STONE
BASE (TYP.)
d °
1 �:1 �:1�:1 �:1:�:1 �:1 �:1 a:1 r:1:r:r:r:1
10
95,
D-101 / NTS
0
77
PRESSURE
3/4" CAP
(TYP.)
L — — — — —
o
o o 0
UGE 1 1/2" BALL VALVE
V
4" SCH. 40 PVC
90' ELBOW (TYP.)
3/4" TRU-UNION
BALL VALVE
II
-----------------------
CLEAN
I I I II I
CLEAN
OUT
,--, -�
OUT
4" SCH.
40 PVC
DAVID BRANTLEY & SONS
C + 1,250 GALLONS SEPTIC TANK
O°
tO
i ST-322 OR APPROVED EQUAL I I
\
to
t0
EFFLUENT
SEPTIC FLOW —►
�`� �'� FILTER �'�
FLOW
FILTER
SERVICE
24"0 E-Z SET RISER W/COVER HANDLE
(TYP. UNLESS OTHERWISE NOTED)
IF BELOW DRIVEWAY OR PARKING LOT THEN
USE ONLY H-20 TRAFFIC RATED DEVICES
L------------------------ Li------------
126"
1 0 0 0 0 0 1
2" X 6" BOARD WITH ALUMINUM
BRACKETS ATTACHED TO POD WITH
S.S. SCREWS TO ASSIST WITH
SOIL STABILIZATION (TYP. OF 4)
0
0
0 4" CPP (SEE SITE
PLAN FOR OUTLET)
0
0
0
0
0
0
0
0
0
0
o c
o D-101
0
wl_li
UV CONTROL FIELD DOSING
PANEL CONTROL PANEL
0
o
E-Z TREAT
CONTROL PANEL
1-1/2" SCH. 40 PVC
3/4" SCH. 40 30"0 E-Z SET
PVC RECIRC RISER W/COVER
LINE SEE GEN. NOTES
N
1-1 /2" ELBOW (TYP.) \\\/
PVC
1.
FULL UNION (TYP.)
1-1/2- PVC
24 MESH SPIN
3/4„
CHECK VALVE
FILTER
UNION
tFROM
PUMP
1-1/2" SCH. 40 PVC
LINE TO FILTER POD
SPIN FILTER
SECTION
A
D-101 NTS
1
E-Z TREAT POD FILTER SYSTEM
I-
— — — — —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
1
30"0 E-Z SET
RISER W/COVER
---
--
3/4" SCH. 40 PVC RECIRC. LINE 12" MIN.
-- LENGTH
---
- -
-------- __--_-_-_-_-_-_-_/_--__-___-_-_-_-_-_-_-_--------------_-_-_-_
\ FLEX PVC
EFFLUENT BYPASS VALVE
��----� W/FLOW RESTRICTOR TO 10 GPM
4" X 2" REDUCER
DAVID BRANTLEY & SONS A ,
O + + i 1,000 GALLONS RECIRCULATION TANK D-101
i PT 237 OR APPROVED EQUAL i
i
UV UNIT
(SEE 2/D-103 FOR DETAIL) TURBINE PUMP
X 2 REDUCER SPIN FILTER 1-1/2" SCH.
4" " 40 PVC BALLI
CHECK VALVE
(TYP.) I
95"
li
00
r-
SLOTTED DRAIN PIPE BEDDING (TYP.)
c E-Z TREAT POD SECTION
D-101 NTS
3' ALL AROUND
F
ELECT BACKFILL
REE OF DEBRIS
30"0 E-Z SET
RISER W/COVER
TURBINE
PUMP
DAVID BRANTLEY & SONS
�i TRAFFIC -RATED
+ i 3,600 GALLONS FIELD DOSING/STORAGE TANK i
PT-H2O-3896 OR APPROVED EQUAL
FLOAT TREE
(TYP.)
167"
— J
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
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
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
OCTOBER 21 2019
REVISIONS
NO. DATE I DESCRIPTION
I PROJECT
S�MANAGER: PROJECTAVE ENGINEER: I
DRAWN BY: 1 CHECKED BY:
JDH IGSM
1 SEPTIC, RECIRCULATION, AND FIELD DOSING/STORAGE TANKS DATE:
D-101 NTS
ALARM LIGHT
Fmffim NO/
PVC
24"0 E-Z SET RISER RISER W/CO ER ��CONTROL PANEL CHE/K"VALVE
1 �170 9
W/COVER (TYP. UNLESS LOCATED WITHIN
„ OTHERWISE NOTED) PRECAST CONCRETE 10-FEET OF TANKS ��•
DIRECT BURY '.,'9y.....p
DONUT (OPTIONAL) . -1✓ .;
NOTE: FIELD VERIFY PRIOR (TYP-) G /
3 4 SCH. 40 1-1 2" SCH. 40 PANEL
„ CABLE TO
AFLEX TO ORDERING RISERS � z � / : � / /
j to PVC RECIRC. LINE to PVC FULL UNION
x X 3/4" a DIRECT BURY MacCONNELL
PVC \j/ / ° / /// CABLE TO PANE / \\BALL \\ \\ \\ ° / / / / /\/ / / / / / / / / / / / / / / / /\/\/\/ \\j\\j\ /\VALVE
SSOC1ateS/"
71715511411141111-1 /2 PVC
�/\/\ / �/
// /CHECK VALVE / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ao \ \ \ \ \ \ \ \ \ \ \ \ \ \
\\\\AFLOAT TREE \ \/\/\/\/\/\/ \ \ \ \ \ \ \ \,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1101 NOWELL ROAD, SUITE 118
\\ \\\\\ N \\\\\ \\\\\\\\\\\\\\\\\\\ ////////////////.////////, //1BRACKEf i//// _ " /\\/\/\/
9 \//� \�/j�/j�/\ ---------- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ____ ____ ° \\ j\ j\ j\ j\/ j\/\/\/\/\/\/\ \ ___________ ° o ° o ° p _ 3 4__ _ / / \� ° ___________ / ° / / / / / //a, a / / / / / / / / / / / / / _ __ _ / /\/ RALEIGH, NORTH CAROLINA 27607
///// \\\\\\\ UNION / PVC FULLUNION° ° \/\ P.O. BOX129
° ° D D \� / \\/\\/
\ \ \ ° 2" VENT�� �4 SCH. ;\\j\\ \\/\\/\\/\\/\\/\\ ° - // (TYP.) FLOAT TREE BRACKET /\\/�� LICENSE MORRISVILLE, NORTH CAROLINA 27560
Al, PVC\\//\\ \ \//%//%//%//%/ EFFL ENT BYPASS o0 " ° \// NO. C-1039 TEL: [phone] FAX: [phone]
\ \ \ \ \ f VALVE BY E-Z TREAT HIGH WATER ALARM=8 FROM TOP 3/16"ANTI-SIPHON ( ) ( )
WATER LINE / HOLE (TYP.)
E O 1-1/2" SCH. 40 PVC SECONDARY TIMER 1-1/2 SCH. DONALD &REBECCA
LINE TO FILTER POD - 40 PVC TO
NOTE: UV UNIT NOT N N HIGH WATER ALARM HYDRAULIC UNIT J O H N S O N
4" SCH. 40 PVC SHOWN FOR -
DROP TEE (TYP.) CLARITY. SEE DOSE ENABLE=21 " ABOVE FLOOR CAST -A -SEAL
DETAIL 2, D-107 - 402 RUBBER N
r iv POLYLOK PL-68 EFFLUENT o x 3/16 BOOT (TYP.) iv `n
z FILTER, ZABEL A1800, DOSE ENABLE
N RESIDENTIAL EFFLUENT FILTER R M - HOLE (TYP) -
PUMP OFF=18 ABOVE FLOOR SURFACE DRIP IRRIGATION
a -H P/N 170-0078, OR ENGINEERS SEE RECIRCULATION MERCURY FLOAT n i*4
PUMP OFF
3 APPROVED EQUAL TANK SECTION SWITCHES (2) 6" - - E-Z TREAT SYSTEM
C
> in i� o DETAIL THIS SHEET F MERCURY FLOAT
�
-H 3' -H 00 SWITCHES (4)
° 3„ 1-1 /2" SCH. 40 3" ^ 1-1 /2" SCH. 40 6-
WAKE PVC FLOAT TREE PVC FLOAT TREE WAKE COUNTY, N C
12'
° MIN. (TYP.) d d a C
0
1 /3 TANK LENGTH I STA-RITE HIGH HEAD 3" PVC STAND STA-RITE HIGH HEAD MULTI -STAGE 3" PVC STAND
9 r� �� ALL TANKS REQUIRE A MULTI -STAGE SUBMERSIBLE SUBMERSIBLE EFFLUENT PUMP CATALOG DETAILS - 1 Of 3
6 THICK #57 STONE EFFLUENT PUMP CATALOG
NUMBER STEP 30-15221 (1/2 HP)
X)BEDDING (TYP.) NUMBER STEP 30 4 HP
D SEPTIC TANK, RECIRCULATION TANK, AND FIELD DOSING/STORAGE TANK SECTIONS
D-101 NTS
PROJECT NUMBER DRAWING NUMBER
CD
A69601.00 D-101
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3601.00 - DONALD & REBECCA JOHNSON - SURFACE DRIP IRRIGATION E-Z TREAT SYSTEM

wz
El
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=ATED 4"x 4"
1. POSTS TO BE PLACED ±20' O.C.
TWO STRAND WIRE FENCE
NTS
PVC
REDUCING ELBOW
LTC 600 DRIP TO DRIP"
PVC SLIP TO BLANK TUBING
4
D-102
2
D-102
MANIFOLD TRENCH
MINI -CLICK
RAIN SENSOR
CONTROLLER
NOTE:
1. DO NOT COVER.
2. RAIN SENSOR SHALL BE
MODEL MINI-CIK BY HUNTER
RAIN SENSOR
NTS
NOTE:
1. SUPPLY OR RETURN MANIFOLD PIPE
SIZES MAY VARY (SEE DISTRIBUTION
_
FIELD PLAN DETAIL)
z
CONNECTION TO 1/2" J"xj" PVC REDUCING
PE DRIPPER LINE ELBOW (TYP. OF 2)
z
/
WELL PACKED EMITTER TUBING LAID ON
~�
EARTHEN DAM EXISTING GRADE m
ry
z_
N
�
_
N
LTC 600 DRIP TO DRIP
LOCKSLIP COUPLING 1/2" PVC
RETURN -
1/2" PE BLANK TUBING
MANIFOLD DRIPPER LINE CONNECTION
NTS
NOTE:
1. PIPING TO BE 4" SCH. 40 PVC.
s GRAVITY CLEANOUT
D-102 NTS
CONCRETE
(OPTIONAL)
5
D-102
MANIFOLD TRENCH
12" WIDTH MIN.
WELL PACKED
EARTHEN DAM
1/2" PVC
SUPPLY
1 Tr.
DIVERSION BERM DETAIL
NTS
4" - 6" TYPICAL
DAM HEIGHT
12" BEYOND
MANIFOLD TRENCH
TO DRIPPER LINE
CONNECTION
1/2" PE BLANK TUBING (TYP.)
SUPPLY / RETURN SECTION
NTS
-2"-4" OF PINESTRAW
OR MULCH (OPTIONAL)
EMITTER TUBING
/_ 8° TUBING
STAPLES
25' O.C.
LTC 600 DRIP TO DRIP
LOCKSLIP COUPLING
`- ORIGINAL
GRADE
-ED SOIL
NOTES
i��`l���lil�af•`Z�III[�iI�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
OCTOBER 21 2019
REVISIONS
NO. DATE DESCRIPTION
IPROJECT AVF TMANAGER: PROJECT ENGINEER: I
DRAWN BY: CHECKED BY:
JDH GSM
DATE:
APRIL 12, 2019
_ SEAL -
17OrO
ler�+t 11[1141�///Z/�
MacCONNELL
& Associates, P. C.
1101 NOWELL ROAD, SUITE 118
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
LICENSE MORRISVILLE, NORTH CAROLINA 27560
NOTE: NO. C-1039 TEL: [phone] FAX: [phone]
1. SEE SITE PLAN FOR ORIENTATION.
FIELD RETURN LINE (SEE DONALD & REBECCA
\ SITE PLAN FOR PIPE SIZE) J O H N S O N
Rs
041s AG`' REDUCER SURFACE DRIP IRRIGATION
CLEAN c REDUCER E-Z TREAT SYSTEM
OUT
4" PVC
WAKE COUNTY, NC
TO SEPTIC
TANK
PVC
END CAP 4" PJAJVC 4" PVC
WYE TEE
7 FIELD RETURN LINE DETAIL DETAILS - 2 of 3
D-102 NTS
PROJECT NUMBER DRAWING NUMBER
A69601.00 D-102
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A69601.00 - DONALD & REBECCA JOHNSON - SURFACE DRIP IRRIGATION E-Z TREAT SYSTEM

^z
V
r
C
7
r
Cu
9
V
6
C5
C
0
n
NOTES
1007
4" WELL CAP
BACKUP
DISCONNECT
1. SEE SHEETS C-101 AND D-101 FOR GENERAL NOTES.
NOTE.
PRIMARY
LAMP
LAMP
UNION (TYP.)
4" 2"
2" 4"
NOTES:
1.
NUMBER OF LATERALS TO MATCH SITE
0
CONDITION. CAP FITTINGS NOT NEEDED.
1.
ULTRAVIOLET LIGHT PURIFIER
UV-102 BY E—Z TREAT.
2.
ALL PIPE SHALL BE SCH. 40 PVC UNLESS
4' x 2
»"
4" x 2"
OTHERWISE INDICATED.
REDUCER
REDUCER
2•
PROVIDE DUAL GFI RECEPTACLE
1 /2" BALL
FOR UNIT AND HEAT TAPE. FIELD
3.
SEE SITE PLAN FOR NUMBER OF
VALVE
ROUTE 2—#12,1—#12G, IN 3/4"
FINISH GRADE
LATERALS.
FINISH GRADE
PVC CONDUIT TO 120 VOLT
V�%��A
%�AA�
SINGLE PHASE 20 AMP BREAKER
4.
SEE SITE PLAN FOR SUPPLY LINE, RETURN
AT HOUSE.
SCADER VALVE
ROUND VALVE BOX HR
LINE, AND MANIFOLD SIZES.
ROUND VALVE
BOX
SCHRADER VALVE
1" THREAD DIAMETER
5.
AIR VACUUM BREAKER VALVES SHALL BE
1" THREAD DIAMETER
TOP VIEW
3.
ORIENTATION PER SITE
REQUIREMENTS.
AIR/VACUUM
1" PVC UTILITY BALL
INSTALLED ON EACH SUPPLY AND RETURN
AIR/VACUUM
1" PVC UTILITY BALL
BREAKER (AVBK-1) VALVE W/ THREADED
MANIFOLD AT THE HIGH POINT.
BREAKER (AVBK-1)
VALVE W/ THREADED
4.
INSTALL 1/2" BALL VALVE FOR
ENDS (NORMALLY OPEN).
ENDS (NORMALLY OPEN).
f CONTROL
SAMPLING DOWNSTREAM OF U.V.
WITH ALARM
UNIT.
1" SCH. 80 PVC NIPPLE
1" SCH. 80
PVC NIPPLE
LENGTH AS REQUIRED BRICK
LENGTH AS
REQUIRED
BRICK SUPPORTS
5.
MAY LOCATE IN RECIRCULATION
SUPPORTS
(THREE)
TANK IF ACCESS PROVIDED.
(THREE)
1-1/2" SCH. 40 PVC MANIFOLD
1-1 /2" TEE (TYP)
1-1
/2" TEE (TYP)
PEA GRAVEL SUMP
2"x2"x1 /2"
PEA GRAVEL SUMP �� 1-1/2- SCH. 40 PVC MANIFOLD
1-1/2" ELBOW
REDUCING TEE
1-1/4" SUPPLY LINE
1-1/4" RETURN LINE
1-1/2 x 1/2"
1-1/2" BRONZE CHECK VALVE
1-1/2" x 1/2"
REDUCER BUSHING
REDUCER BUSHING
1-1/2" x 1-1/4" REDUCER
1/2" SCH. 40 PVC RETURN
1/2" SCH. 40 PVC RETURN
1-1/2" x 1" REDUCING TEE
4 2
2
4„
LATERAL (TYP. OF 4) �
LATERAL (TYP. OF 4)
(SOC X FIPT)
SUPPLY
RETURN
4" x 2"
REDUCER
1/2" BALL
4" x 2"
i
VALVE
REDUCER
30" DIA.
z;
E—Z SET
DISCONNECT
SUPPLY / RETURN ZONE HEADER
RISER
UNION (TYP.)
PRIMARY
100%
D3 NT$
LAMP
BACKUP
LAMP
z
NON —CORROSIVE
1
REFLECTIVE AND
PROTECTIVE SLEEVE
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).
LANDSCAPE STAPLES
AS NECESSARY 3' O/C
DRIP LINES
z PVC
MAINLINE
ifl 1-1/
REDU
FF
NATIVE SOIL i�\�\�\�\ ��������������\
FILTER FI
IPS FLEX
SLOPE
FILTER Al
FLUSH LI
RETURN 1
SEPTIC T)
3 DRIP FIELD SEPTIC LINES PVC R /EDI
PVC I
FIELD FLI
�O3NTS
30" RISE
SEE SCHEDU
LOOPING OF NON DRIP
BLANK TUBING
1/2" BLANK (NON DRIP) LINE
(66" MIN. TOTAL LENGTH)
1/2"
/ "LINE � 6" RAD. MIN. (TYP)
LTC 600 DRIP TO DRI I 1.5'
LOCKSLIP COUPLING
TYP. LOOP CONNECTION
TO RETURN MAIN
-SUPPLY
ZONE
HEADER
TO ALTERNATE
LATERALS (6,7,
OR 8) SUPPLY
MANIFOLD DRIPPER
LINE CONNECTION
1/2" PE TUBING WITH
0.53 GPH EMITTERS
0 2. 0' O.C.
z
NOTES:
r6 1. TYPICAL ALL DISTRIBUTION FIELDS
LOOPED LATERALS 0 3.0' FT. O.C.
2. SUPPLY AND RETURN LINES TO BE
PLACED IN THE SAME TRENCH.
4 DISTRIBUTION FIELD PLAN TYPICAL
D-103 J NTS
RETURN
ZONE
HEADER
TO ALTERNATE LATERALS
(6,7, OR 8) RETURN
1/2" RETURN LINE TO
ZONE RETURN HEADER
NOTES:
1. METER CAN BE INSTALLED IN
SEPARATE RISER.
SECTION VIEW
'2 ULTRAVIOLET DISINFECTION
D-103 J NTS
PVC
\IAIAII IAIC
TOP VIEW
TOP VIEW
SECTION VIEW SECTION VIEW
5 HYDRAULIC UNIT
D-103 NTS
ZONE 3 VALVE
ZONE 2 VALVE
ZONE 1 VALVE
TO DRIP ZONES
1-1/4"x1" PVC REDUCER
(TYP. ZONES 1-3)
1-1/4" SUPPLY LINE (ZONES 1,
2&3)
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
OCTOBER 21 2019
REVISIONS
NO. DATE DESCRIPTION
I PROJECT
S�MANAGER: PROJECTAVE ENGINEER: I
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
APRIL 12, 2019
17069 4�
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]
DONALD & REBECCA
JOHNSON
SURFACE DRIP IRRIGATION
E-Z TREAT SYSTEM
WAKE COUNTY, NC
DETAILS - 3 of 3
y PROJECT NUMBER DRAWING NUMBER
A69601.00 D-103
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69601.00 — DONALD & REBECCA JOHNSON — SURFACE DRIP IRRIGATION E—Z TREAT SYSTEM

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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
I I L3 T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL T2j T2
L2
�® fGROUNDLUG
\� e� Tj 1
C
B1
20A M1 OUND TO
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
1 1
CB2 110A
11CR1 14 1 TD11 3 °OFF
FS2 -Timer Enable a-- Irr-0------�
TB3 TB4 AUTO
7 D1 2 FS3 - High Alarm
T135 T136 Al R A2
lc�FS1 - Low Alarm
TB1 TB2 Al R1
I® ALARM BEACON
�� R
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 T133 TB4 T135 T136
�°l Ice
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 = GRIN
TIGHTENING
AWG/ OR TORQUE IN INCH
CIRCULAR PQUNDS
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 50 150
110 50 80
2/0 50 80
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
TD1
Repeat Cyde Tmer
Off H rs
On
O 6 8 Off
R 10
12
Scale Min
® 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.
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
TB1 TB2 T133 T134 TB5 T136
0� 6)
K� F
pl
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
O
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c00
VC C
Z Z
O�
C -A
�0
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 FUNCTIONS.
From Main Power Panel
230/115 VAC, 1 Phase, 60 Hz.
Main disconnect
provided by others.
1.1
Ground Wire
1.2
L2' •,,,,.�
1.3
L1
N N
1.4
See page 2 for Power
Wiring Options. --
1.5
1.6
1.7
1 8
High Level 5
Alarm
1'9
2 Secondary
m Timer 5
a On&ON
1.10
1.11
o Timer 5
On & 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
GEOFLOW
SUBSURFACE DRIP SYSTEMS
1-800-828-3388
Panel Wiring Diagram
Model GE04-Sim-Aut
fT~ 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 FB00-0BA8
MOTOR CONTACTOR
ABB
AX18-30-10-84
LEVELALARM LIGHT
SIEMENS
3SUI SERIES
AUDIBLE ALARM
FLOYD BELL
SP-1081
ALARM SILENCE
RELAY
[DEC RJ2S-CL-A120
REMOTE ALARM
1AHW OR
15 VAC ALAORM)
EDW-WD-GEO-21
Rev. 2.0 © 05/17/17
Page 1 of 2
2A
2.2
2.3
2.4
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
`
6
•
7
VORTEX FILTER
24VAC VALVE
\ \
PROVIDED BY OTHERS
\ Q3 \
\ \
\ \
SYSTEM FLUSH
\ \
\ \
HAND OFF AUTO
\ `
SYSTEM FLUSH
8
- 9
24VAC VALVE
\ \
\ \\
PROVIDED BY OTHERS
\ 04
\ \KN
�
` LOGO \
EXPANSION
\ L1 n_ �
From
DMB SIEMENS
L_I��
\ \
\ \
1.23
ZONE 1 VALVE
6ED1-055-155-1 FBFB00-OBA2
\ \
HAND OFF AUTO
ZONE\
IVALVE
\
�yF
24VAC
\
PROVIDED BY OTHERS
01 \
\ (05) \
\ \
\ \
ZONE 2 VALVE
\ S
HAND OFF AUTO
I
ZONE2
12
... 13
24VAC VALVE
02
PROVIDED BY OTHERS
V (06) N
;-i I-`,
\
\
\ \
\
ZONE 3 VALVE
` S
HAND OFF AUTO
\at
���� 14 .,,•,..
15
ZONE3
24VAC VALVE
\
\
PROVIDED BY OTHERS
03
\ (07) \
�1 �;
\ \
ZONE 4 VALVE
\ \
HAND OFF AUTO
\ �
I I
ZONE
16 --
- 17
24VAC VALVE
` Oq \
PROVIDED BY OTHERS
\(OB) \
CLASS 2 WIRING
Float Arrangement Diagram
4 4 a El
F
High Level
4
Alarm
Secondary
Timer On & Off
4
Timer 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 � Ittt 0000
N Lt A B N Lt A B
3 3 0 a a 3 3 0
O O D 0 0
N N N N r� Z a
Zr ZE c
m
m m
1. PANEL BY GEOFLOW, MODEL GE04-SIM-AUT, OR EQUAL.
2. PANEL TO BE SUPPLIED BY E-Z TREAT.
2� 3. CONTRACTOR MAY USE COMBINED E-Z TREAT /FIELD
FIELD DOSING CONTROL PANEL
DOSING PANEL WITH LIKE FUNCTIONS.
E-101 / NTS
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
OCTOBER 21 2019
REVISIONS
NO. DATE DESCRIPTION
IPROJECT AVF TMANAGER: PROJECT ENGINEER: I
DRAWN BY:
JDH
CHECKED BY:
GSM
DATE:
APRIL 12, 2019
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]
DONALD & REBECCA
JOHNSON
SURFACE DRIP IRRIGATION
E-Z TREAT SYSTEM
WAKE COUNTY, NC
ELECTRICAL DETAILS
1 OF 1
V L
A69601.00 - DONALD & REBECCA JOHNSON - SURFACE DRIP IRRIGATION E-Z TREAT SYSTEM
PROJECT NUMBER DRAWING NUMBER
A69601.00 E-101