WQ0035929_Renewal Application_20220329

Non -Discharge Branch Upload/Submittal Form
NORTH CAROLINA
EnWrvnmemfal Qualify
Version 2 - Revised June 23, 2020
Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR) * WQ0035929
Applicant/Permittee Samuel F. and Jennifer D. Cherry
Applicant/Permittee Address 226 Seaston Street
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type Individual
Facility Name 3529 Christian Chapel Church Rd. SFR
County Chatham
Fee Category Single -Family Residence Fee Amount $0
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review by the hydrogeologist?* Yes No
Regional Office
CO Reviewer
Admin Reviewer
Complete App Date 03/29/2022
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name*
Sam Cherry
Email Address*
[e-mail]
Project Information
Application/Document Type *
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9194279494
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Permit Number: *
Applicant/Permittee *
Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
WQ0035929
Has Current Existing permit number
Samuel F. and Jennifer D. Cherry
Applicant/Permittee Address* 226 Seaston Street
Facility Name*
3529 Christian Chapel Church Rd. SFR
Please provide comments/notes on your current submittal below.
Don't know how to combine file and email says to large.
High -Rate Infiltration
Reclaimed Water
Residuals
Other
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here. *
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Blueprint Scan - Samuel Cherry -1.pdf
NC Permit 2.pdf
NC Permit 4.pdf
NC Permit 3.pdf
NC Permit 1.pdf
49.01 MB
1000.9KB
1.04MB
1.4MB
1.1MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617

Signature
fouttcf &Jy
Submission Date 3/28/2022

/
/
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\
WOOD LINE
WOOD LINE
td,
N
PINE FOREST
\\SOO,
\ &
TREATMENT
SYSTEM
PLAN 'i►7
ZONE 1
1945 LF
ONE 3®
1978 LF
88'46 17"
PROPOSED 2�2
POOL
20' X 40' 21,,
N88'46'17"E
231.82'
PROPOSED
WELL
D LINE r
NC HWY 42
Vicinity Map
(Not to Scale)
PROPOSED 5—BEDROOM SURFACE DRIP IRRIGATION SYSTEM
FOR THE 33.98 ACRE SAMUEL F. CHERRY PROPERTY LOCATED ON
CHRISTIAN CHAPEL CHURCH ROAD IN SOUTHEASTERN CHATHAM COUNTY
NOTES
1) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
LOCATIONS.
2) PARCEL INFORMATION OBTAINED FROM CHATHAM COUNTY GIS.
TWO FOOT CONTOURS FOR THE SUROUNDING AREA OBTAINED
FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
3) THIS MAP DOES NOT REPRESENT A SURVEY.
4) SEE ATTACHED SOILS REPORT AND MAP FOR SOIL BORING AND
KSAT LOCATIONS.
SITE DATA
TOTAL LOT AREA = 1,480,201 FT2 OR 33.98 AC.
ZONE 1
EIGHT DRIPPER LINES TOTALING 1,945 LINEAR FT.
MINIMUM 3' SPACING BETWEEN LINES.
ZONE AREA = 8,771 FT2.
ZONE 2
TEN DRIPPER LINES TOTALING 1,993 LINEAR FT.
MINIMUM 3' SPACING BETWEEN LINES.
ZONE AREA = 8,313 FT2.
ZONE 3
NINE DRIPPER LINES TOTALING 1,978 LINEAR FT.
MINIMUM 3' SPACING BETWEEN LINES.
ZONE AREA = 8,583 FT2.
ZONE 4
SEVEN DRIPPER LINES TOTALING 1,940 LINEAR FT.
MINIMUM 3' SPACING BETWEEN LINES.
ZONE AREA = 7,019 FT2.
INDEX OF SHEETS
SITE PLAN
SITE LAYOUT
SYSTEM DETAILS
2
3-7
100
GRAPHIC SCALE
0 50 100 200
APPROVED
Noah Carolina Environmental
Management Commission
Division of Water Quality
Date e l 3� ( 12__..�
Permit # as'
RECEIVEDIDENRIDWQ
AUG 232012
Aquifer Protection Section
s
,•'q S .?s %
400
( IN FEET )
1 inch = 100 ft.
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NCBELS Firm No. C-2378
Designed By:
Drawn By:
TMB
TMB
Checked By:
BJK
Scale:
AS NOTED
Date:
08/22/12 REVISED
Project Number:
120147
SHEET
1 OF 7

NOTE:
SEE ATTACHED SOIL MAP
AND REPORT FOR SOIL
BORING AND <SAT
LOCATIO\S
'23 \
KS) \
2\\TRAND
20
\
\
\
CHECK VALVE
WIRE FENCE
12"RETUFLUSH MANIFOLD
GRAPHIC SCALE
0 10 20
40
80
( IN FEET )
1 inch = 20 ft.
TREATMENT SYSTEM
SYSTEV LAYOLT
1" = 20'
103'
(A,
PRORQ D
0,S/0 X /0'
PLY MANIFOLDS
— AIR 3�EAK AND CLEANOUT
SOIL AREA
ZONE 1
ZONE 2
ZONE 3
ZONE 4
12" ZONE SUPPLY LINES
UV DISINFECTION UNIT
POWER SUPPLY
DOSING PUMP
E-Z TREAT SYSTEM
SINGLE POD
2 "' FIELD FLUSH RETURN LINE
4,650
GALLON
HELD
DOSING
TANK
1,200
GALLON
RE-CIRCLULATIO
TANK
2,065
GALLON
SEPTIC
TAN K
e3
4
4
EFFLUENT
FROM
HOUSE
w
FLUSH RETURN LI
SEPTIC TANK
4 ZONE E-Z SET HEADWORKS HYDRAULIC CONTROLLER
POWER SUPPLY
TO E-Z TREAT HEADWORKS
POWER SUPPLY
UV DISSINFECTION UNIT
POWER SUPPLY
FROM HOUSE
POWER SUPPLY
TO RE-CIRC PUMP
APPROVED
Nokth Carolina Environmental
Management Commission
Division of Water Quality
Date
Permit # v. 9-5) 3S sl
OPERATION REGIME FOR 600 CPC) — 5 BEDROOM
THE PRETREATMENT COMPONENT SHALL BE SET TO DOSE THE E-Z TREAT FILTER FOR 3
MINUTES AT 16 MINUTE INTERVALS DELIVERING A DOSE OF 2400 GALLONS/DAY OF SEPTIC TANK
EFFLUENT. TREATED EFFLUENT LEAVING THE E-Z TREAT UNIT SHALL BE DIRECTED TO A FLOW
SPLITTER (75% BACK TO THE E-Z TREAT RE-CIRC TANK, 25% FORWARD TO THE FIELD DOSING
TANK).
THE DRIP DISPERSAL SYSTEM SHALL BE CONTROLLED BY A MICROPROCESSOR WHICH
ACTIVATE THE PUMP AND SEQUENCING OF THE APPROPRIATE FIELD SOLENOID VALVE,
PRESET, VARIABLE, TIMER TO DELIVER 25 GALLONS TO EACH OF THE FOUR ZONES.
SHALL BE REPEATED AT 4 HOUR INTERVALS PROVIDED THE DOSE ENABLE FLOAT IS A
IF THE HIGH WATER ALARM FLOAT SWITCH IS ACTIVATED, THE SYSTEM WILL ENERGIZE
AUDIBLE AND FLASHING ALARM.
WILL
AND RUN A
THE CYCLE
CTIVATED.
TH E
SPECIAL NOTES
1. THE CONTRACTOR MAY USE ANY STATE APPROVED TANK BUT SHALL INSURE THAT MINIMUM
VOLUMES, I.A.W. CURRENT AND LOCAL HEALTH DEPARTMENT RULES ARE ACHIEVED. IF DIFFERENT
PUMP TANKS ARE USED, THE CONTRACTOR SHALL CHECK THE FLOAT SEIIINGS TO INSURE THAT
PUMPING VOLUMES ARE CONSISTENT WITH THE ORIGINAL DESIGN REQUIREMENTS.
2. THE SYSTEM SHALL BE INSTALLED BY A CONTRACTOR COMPLETELY ACCEPTABLE AND
CERTIFIED BY THE MANUFACTURER. THE INSTALLATION SHALL ALSO BE CERTIFIED BY A
REPRESENTATIVE OF THE MANUFACTURER AND SHALL INDICATE THAT THE PRODUCT HAS BEEN
CONSTRUCTED IN ACCORDANCE WITH ALL MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS.
3. ALL PROPOSED FIELD CHANGES SHALL BE PRE -APPROVED BY THE ENGINEER AND NCDENR.
B TR EATIV E\T SYST-IV LAN
\OT TO SCALE
RECEIVEDIDENRIDWQ
AUG 2 3 are
Aquifer Protection Semen
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NCBELS Firm No. C-2378
Designed By:
TMB
Drawn By:
TMB
Checked By:
BJK
Scale:
AS NOTED
Date:
REVISED 08/22/12
Project Number:
120147
SHEET
2 OF 7

150"
144"
78"
72"
20"
96"
Top View
Access openings to receive Concrete
Lids,
Rings / Covers, Aluminum Hatches, or
as required
2— Side
knockouts to
receive 4" pipe
or as required
Length to Width Ratio:
2 to 1
Air Vent
20"
Outlet w/ State Approved
Rubber Boots or as
required
INVERT IN
269.33'
69" 55"
r 4"
H-20'--I
Q
150"
144"
TOP OF TANK
270.5
12" air space
61"
4"
Side View
144"
Air Vent
20" --I
State
Approved
Effluent Filter
3" —•
„
NVERT OUT
269.17'
53"
}
62"
56"
PT — 213
96"
BOTTOM OF TANK
264.75'
2065 GALLON SEPTIC TANK
NOT TO SCALE
90"
Access Openings to receive
Concrete Lids, Rings / Covers,
Aluminum Hatch, or as required
Side Knockouts to
receive 4" pipe or as
required
Date: 08-18-93
Non Traffic Rated
Liquid Capacity 1,21 1 Gallons
19 gals. per inch
Manufactured By:
Blackwelder Tank Service, Inc.
121 Stanton Hill Rd
Carthage NC 28327
Phone [phone]
Fax [phone]
Blackwelder tank .com
STB — 278 — Mid
Seam
Approval Date: 8-14-97
Uquid Capacity 2065 Gallons
Non Traffic Rated
Reinforcement Schedule: If 3 Grade 60
Reber
4500 PSI Concrete w/ State Approved
Structural Fiber
4 Yds. Est Weigh: 46.0001bs
Manufactured By:
Blackwelder Tank Service, Inc.
121 Stanton Hill Rd.
Carthage NC 28327
Phone [phone]
Fax [phone]
b/ajelder tank. am
1" Butyl
Rubber
Sealant 5"
in all
Jts.
96"
132"
119"
6" setback to
secure Top
99"
120"
TOP
9
24"
Access Openings to receive
Ring / Covers, Aluminum Hatches,
or as required
24"
Risers if Required brought to grade by Contractor
TOP OF TANK I
24" 270.5 24
NVERT IN
269 0'
93"
87"
Inlet / Outlet State approved
Rubber Boots or as required
Riser
Inlet
Side View
BOTTOM OF TANK
6" -'
(INVERT OUT
269.17'
120"
261.75'
132"
89"
4650 GALLON FIELD DOSING TANK
TOP OF TANK
20"
a
•
269.84' 24"
INVERT IN
269.09'
60" 56"
Reinforcing Schedule: # 3 Grade 60 Rebar
4500 PSI Concrete w/ State Approved Structural Fiber
2.5 yds. Est Weight 8,900 Ibs
96"
90"
Inlet 0
Inlet Port Opening 4" State
approved Rubber Boots. Outlet
Port Opening 2" State approved
Rubber Boots
Plain View
Outlet
4 •
4
BOTTOM OF TANK
264.42'
1200 GALLON RECIRCULATION TANK BY BLACKWELDER
NOT TO SCALE
NOT TO SCALE
INVERT OUT
268.92'
54"
ALL TANKS SELECTED
HAVE APPROVAL FROM THE
OF ENVIRONMENTAL HEALTH
SPECIAL NOTES
1. THE CONTRACTOR MAY USE ANY STATE APPROVED TANK BUT SHALL INSURE THAT MINIMUM
VOLUMES, I.A.W. CURRENT AND LOCAL HEALTH DEPARTMENT RULES ARE ACHIEVED. IF DIFFERENT
PUMP TANKS ARE USED, THE CONTRACTOR SHALL CHECK THE FLOAT SWINGS TO INSURE THAT
PUMPING VOLUMES ARE CONSISTENT WITH THE ORIGINAL DESIGN REQUIREMENTS.
2. THE SYSTEM SHALL BE INSTALLED BY A CONTRACTOR COMPLETELY ACCEPTABLE AND
CERTIFIED BY THE MANUFACTURER. THE INSTALLATION SHALL ALSO BE CERTIFIED BY A
REPRESENTATIVE OF THE MANUFACTURER AND SHALL INDICATE THAT THE PRODUCT HAS BEEN
CONSTRUCTED IN ACCORDANCE WITH ALL MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS.
3. ALL PROPOSED FIELD CHANGES SHALL BE PRE -APPROVED BY THE ENGINEER AND NCDENR.
PT — 535
North Carolina Approval Date:
September 29, 2006
Non Traffic Rated
Specifications
Liquid Capacity 4650 Gallons
Gallons Per Inch 50
Reinforcing Schedule: See Engineer Drawing
4500 PSI Concrete w/ State Approved Structural
Fiber
Est. Total Weight 40.0001bs.
Manufactured By:
Blackwelder Tank Service, Inc
121 Stanton Hill Road
Carthage NC 28327
Phone [phone] Fax [phone]
3/4" RECIRC
UNE
FIN. GRADE
ECK
VALVE
FROM
PUMP
NOTE
FOR INSTALLATION MUST
NORTH CAROLINA DEPARTMENT
(DEH) FOR THE INTENDED USE
•
11 1.11r,I.
11-il=ci
?If.�f.l
�1.
5/4 TREX
BOARD
TYPICAL
OPTIONAL 2" VENT-4(
CARBON FILTER (IF
REQ. PER LOCAL
CODE)
E—Z TREAT POD FILTER SYSTEM
SUPPLY UNE
UNE
3° ALL AROUND
SELECT BACKFILL FREE
OF DEBRIS (6" INCHES)
:N.11 11lI= =
F=N.GE
II=1=
=11=MG GRADE
T�
TANKS REQUIRE
A 6" THICK STONE
BEDDING (TYP)
,0 n
3/4" BALL —
VALVE (TYP.)
SPRAY
NOZZLE
CYR)
30" RISER — SEE
GEN. NOTES
VALVE
1 1/2" UNE TO
FILTER POD
4" PVC END CAP NOTE: Do
NOT GLUE ONTO RISER PIPE
DRILL 1/4" VENT HOLE IN
CAP
4" PVC RISER PIPE — EXTEND
ABOVE BOTTOM OF TANK UD
INVERT IN
4" TO FINAL DISPOSAL TANK 269.09'
ALL TANKS REQUIRE A 6"
THICK STONE BASE (rYP)
PRESSURE GAUGE
--1" BALL VALVE
u
OPTIONAL 2" VENT
& CARBON FILTER
(IF REQ. PER
LOCAL CODE)
CONTROL PANEL
0". E—Z SET RISER
WITH COVER (SEE
NOTES)
T
aver
TYP
L
1 1/2"
gz =RECIRC
/--E—Z SET BYPASS Vr°LVE
RECIRCULATION
TANK
VOLUME = 1200
411 E-Z SET RISER
WITH COVER
OPTIONAL 2" VENT
& CARBON FILTER
(IF REQ. PER L
CODE)
SEE TANK CHART
4"
24"4 E—Z SET RISER
WITH COVER (TYP)
3/4" RECIRC
ALL TANKS REQUIRE A 6" THICK
STONE BASE (TYP. #57 WASHED
OR EQUAL)
OPTIONAL 2"
VENT & CARBO
FILTER (IF REQ.
PER LOCAL
CODE)
30"0 E—Z SET
RISER WITH COVER.
SEE NOTES
ZOF1 I FR TURBINE PUMP (OR
EQUAL)
E—Z TREAT SYSTEM ASSEMBLY
NOT TO SCALE
APPROVED
North Carolina Environmental
Mmagernent Commission
Division of Water Quality
Date CP) (3 Di l Z -
Permit # UOC9- 6U 3 S 9 2
a �
INVERT OUT
268.92'
EE PIPE
PENETRATIONS
NOTE (1YP)
ANTI —SIPHON
HOLE (1YP)
LIGHT
CONTROL PANEL
(LOCATED WITHIN
10—FEET OF TANKS)
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Designed By:
TMB
Drawn By:
TMB
Checked By:
BJK
Scale:
AS NOTED
Date:
REVISED 08/08/12
Project Number:
120147

4„.
/47/41, t
to Fr
NOTE: DESIGN FINISHED GRADE TO SHED WATER AWAY FROM TANKS
MINIMUM 2' OF SOIL COVER
FINISHED GRADE
272.5
///////////,
//ie /Jl .4//' 4/,�// .• ..11! !//III //Jl ////rI//'
a - •
11111,
SANITARY TEE ON INLET
PRECAST CONCRETE TANK
(MATERIAL STRENGTH > 3500 PSI)
r1/7// /7/1/
ZTLET
•
INVERT OUT
269.17'
taa `C4 :� �'i74`�4'� ChR t�♦ C t +♦ C1''ri t♦ r'Y• r4 ♦ rt t t +'• .
NOTE
1. TANK DIMENSIONS VARY BY MANUFACTURER.
SEPTIC TANK SCHEMATIC
NOT TO SCALE
GRAVITY SEWER AND FORCEMAIN TESTING SPECIFICATIONS
DEFLECTION TESTING
THE DEFLECTION TEST SHALL CONSIST OF MEASURING THE PIPE FOR VERTICAL RING DEFLECTION.
MAXIMUM RING DEFLECTION OF THE PIPELINE UNDER LOAD SHALL BE LIMITED TO 5 PERCENT OF
THE INTERNAL PIPE DIAMETER. ALL PIPE EXCEEDING THIS DEFLECTION SHALL BE CONSIDERED TO
HAVE REACHED THE LIMIT OF ITS SERVICEABILITY AND SHALL BE RELAID OR REPLACED BY THE
CONTRACTOR AT THE CONTRACTOR'S SOLE EXPENSE.
THE DEFLECTION TESTING SHALL BE ACCOMPLISHED BY PULLING A MANDREL, SPHERE, PIN -TYPE
"GO/NO GO" DEVICE THROUGH THE PIPELNE. THE DIAMETER OF THE MANDREL, SPHERE, "GO/NO
GO" DEVICE SHALL BE 95 PERCENT OF THE UNDEFLECTED INSIDE DIAMETER OF THE FLEXIBLE
PIPE.
PRESSURE AND LEAK TESTING
GENERAL
1. PRIOR TO TESTING ANY SEGMENT OF FORCE MAIN, CARE SHALL BE TAKEN TO PREVENT THE PIPE FROM
MOVING WHILE UNDER PRESSURE.
2. TEMPORARY TAPS AND AIR RELEASES SHALL BE PERMISSIBLE TO FACILITATE TESTING.
3. WATER USED FOR TESTING FORCE MAIN INSTALLATIONS SHALL EITHER BE DISPOSED IN A NEARBY
SANITARY SEWER, AS AUTHORIZED BY THE LOCAL SEWER AUTHORITY, OR IN ANOTHER LOCATION IN
ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS.
4. ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE APPLICANT, THE PE, OR OTHER
AUTHORIZED REPRESENTATIVE.
5. THE RESULTS OF ALL TESTING SHALL BE MAINTAINED BY THE APPLICANT AS PART OF THE CONSTRUCTION
RECORD DOCUMENTATION.
PRESSURE TESTING
1. A HYDROSTATIC PRESSURE TEST SHALL BE PERFORMED ON EACH SEGMENT OF INSTALLED FORCE MAIN.
2. THE TEST SHALL BE PERFORMED AFTER THE FORCE MAIN HAS BEEN BACKFILLED AND AT LEAST SEVEN
DAYS FOLLOWING THE POURING OF THE LAST THRUST BLOCK.
3. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED IN PERFORMING HYDROSTATIC PRESSURE TESTS ON
FORCE MAINS:
A. THE FORCE MAIN SEGMENT SHALL BE CAREFULLY FILLED WITH WATER AT A VELOCITY OF APPROXIMATELY
THE FORCE MAIN SHALL BE TAKEN DURING THIS PROCESS.
ONCE FULL OF WATER, THE FORCE MAIN SEGMENT SHALL BE PRESSURIZED AND ALLOWED TO STABILIZE
AT A TEST PRESSURE OF 5 POUNDS PER SQUARE INCH.
B. THIS PRESSURE SHALL BE MAINTAINED FOR AT LEAST ONE MINUTE PER 100 FEET OF LINE.
Of2ENCO 4` BKITUBE EFFLUENT FLIER
MODEL # FTPSO436-28-NC
WNW r ICI ram MINE
THE CAUSE OF TEST FAILURE IS DETERMINED, ALL NECESSARY REPAIRS ARE MADE, AND REPEATING THE
9.1T1EpR§iaic* TEWAIyNTIbAvI-i5EFNykC DSm4 N n EJ 1E PUMP STATION OR A TEMPORARY
CONNECTION MADE IN THE FORCE MAIN. APPROPRIATE MEASURES NECESSARY TO ELIMINATE ALL AIR FROM
LEAKAGE TESTING
1. A LEAKAGE TEST SHALL BE PERFORMED ON EACH SEGMENT OF INSTALLED FORCE MAIN AT THE
HYDROSTATIC PRESSURE TEST DESCRIBED ABOVE.
2. LEAKAGE SHALL BE DEFINED AS THE QUANTITY OF WATER REQUIRED TO MAINTAIN A PRESSURE WITHIN
FIVE POUNDS PER SQUARE INCH OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED
MTHIFW I SWEEN-PRO§SLW girkgtiziOVWELkiliNTAINED, THE CONTRCTOR IS RESPONSIBLE FOR ASSURING THAT
3. LEAKAGE SHALL BE MEASURED WITH A CALIBRATED TEST METER AND SHALL NOT EXCEED THE AMOUNT
GIVEN BY THE FOLLOWING FORMULA:
L - ND JP ; T
D=
7,400 P
ALLOWABLE LEAKAGE (GALLONS PER HOUR)
NUMBER OF JOINTS IN LENGTH OF PIPE SEGMENT TESTED
NOMINAL DIAMETER OF PIPE SEGMENT TESTED (INCHES)
TEST PRESSURE (POUNDS PER SQUARE INCH)
ALL VISIBLE LEAKS SHALL BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE. IF LEAKAGE EXCEEDS
THIS RATE, THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT THE CAUSE OF TEST FAILURE IS
DETERMINED, ALL NECESSARY REPAIRS ARE MADE, AND REPEATING THE TEST UNTIL THE FORCE MAIN
SEGMENT PASSES.
INVERT IN
269.09'
OPTIONAL 2"
VENT & CARBO
FILTER (IF REQ.
PER LOCAL
CODE)
r 611110.111
HIGH LEVEL=269.171,.�)-�'
4" PVC CROSS
DOSE ENABLE=266.88'
WEIGHTED MERCURY FLOAT
SWITCHES (2)
ZOELLER TURBINE PUMP (OR
EQUAL)
RE -CIRCULATION TANK SCHEMATIC
NOT TO SCALE
ALARM LIGHT
\--CONTROL PANEL
(LOCATED WITHIN
10-FEET OF TANKS)
FIPNS -ED GRADE
272.5
DIRECT BURY
CABLE TO PANEL
////////////
CHECK VALVE'
ffffff////ffff
LL,UUNNIIIOON
r TO RECIRCULATING FILTE
` J//////�////
FROM SPUTTER VALVE
ANTI --SIPHON HOLE (TYP)
rrr r 07 ram MOM
INVERT IN
269A'
4,47.1
60'
3000 GAL
STORAGE
OOMTROL PANELSEE DETAL
/ RAN SENSOR SEE DETAIL'v
1H E COH1RI PANEL SHALL HAVE AUOMLE AND VISUAL HIGH-WATER ALARMS.
THE CONTROL PANEL ALARMS sHA L BE EMETRNAL TO ANY STRUCTURE.
THE CONTROL PANEL SHALL BE HOUSED M A ff6MA 4X WEATHE7MROOF
HOUSING.
THECONTROL PANEL SHALL BE MOUNTED ON A POST WITHIN FIVE (5)
FEET OF THE ACCESS RISER,
LAG FLOAT TAMER OVERRIDE ENABLE.-266.42'
255.42'
3'
Hill{ WATER ALARM LEVEL --MAT
HIGH LEVEL - PIMP ON - 265.0`
LOW LEVEL - PIMP OFF--- 2640
REDUNDANT PUMP I T'-'-263.92'
000LRNG JACKET &
PIMP SUPPORT HOUSING
PRONDED BY PUNAP
MANUFACTURER
NOTES
1.i TANK DIMENSIONS VARY BY MANUFACTURER.
2. DRAWDOWN WILL VARY WITH TANK DIMENSIONS.
DRAWDOWN SHOWN BASED ON 600 GALLONS
AT 50 GALLONS PER INCH
3. NO ELECTRICAL SPLICES SHALL BE MADE INSIDE
THE PUMP TANK.
4 ALL HARDWARE INSIDE THE PUMP TANK SHALL
BE OF STAINLESS STEEL.
OPENING AROUND WIRES MUST
rBE MADE VAPOR TIGHT
MINIMUM 2' OF SOIL COVER
INVERT OUT
269.17'
ZOELLER FLOAT CTYP.)
MODEL #
5033-0009
SUE
PUMP
PUMP TANK SCHEMATIC
NOT TO SCALE
NOTES
1. THE TANKS WILL NOT BE INSTALLED IN THE WATER TABLE.
2. ALL TANKS SHALL BE LEAK TESTED SUCH THAT EXFILTRATION
OCCURS AT A RATE WHICH DOES NOT EXCEED TEN GALLONS
PER TWENTY-FOUR HOURS PER 1,000 GALLONS OF TANK CAPACITY.
3. ALL TANKS SHALL REST ON A BED OF #57 WASHED GRAVEL.
THE MINIMUM THICKNESS OF THE GRAVEL BED IS 6 INCHES.
4. ALL TANKS MUST BE APPROVED FOR USE BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL HEALTH (DEH).
5. THE SOIL BEARING CAPACITY OF THE SOIL BENEATH THE PUMP TANK
SHALL BE CHECKED PRIOR TO TANK INSTALLATION AND SHALL HAVE A
A SOIL BEARING CAPACITY OF AT LEAST 3000 PSF.
6. PIPE PENETRATIONS IN THE PUMP TANK AND SEPTIC TANK ARE TO BE
SEALED WITH PRESS -BOOT TYPE SEALS.
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7. INVERTS SHOWN ARE APPROXIMATE. THE INSTALLER SHALL FIELD CONFIRM
PRIOR TO CONSTRUCTION.
8. ALL HARDWARE INSTALLED INSIDE OF TANKS SHALL BE OF STAINLESS STEEL.
9. ELEVATIONS SHOWN ARE BASED ON THE SANCTUARY FINISHED FLOOR
ELEVATION (FFE), WITH THE PLUMBING INVERT OUT BEING 4' BELOW FFE.
THE INSTALLER SHALL VERIFY THE INVERT OUT ELEVATION AND MAKE
ANY NECESSARY ADJUSTMENTS
OPERATION AND MAINTENANCE
ONCE PER MONTH
1. RECORD CYCLE COUNTERS AND RUN TIMER
2. CHECK SLUDGE LEVELS IN BOTH PUMP TANK AND
SEPTIC TANK. SLUDGE TO BE REMOVED AS NECESSARY.
3. CHECK MANHOLES. CLEAN AS NECESSARY.
4. CHECK EFFLUENT FILTERS. CLEAN AS NECESSARY.
ANNUALLY
1. FLUSH GRAVITY SEWER.
2. PUMP SLUDGE FROM SEPTIC TANK AND PUMP TANK.
3. EXERCISE ALL VALVES.
4. CLEAN MANIFOLD TAPS.
5. CHECK MANIFOLD HEAD PRESSURE. RESET AS NECESSARY.
6. CHECK PUMP TANK DRAW DOWN.
APPROVED
Noah Carolina Environmental
M,. nagement Commission
Division of Water Quality
41 Date ti3 C9-<.v 3 Sc a i
Permit #31) j 2�
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SYSTEM DETAILS
Drawn By:
Checked By:
Date:
TMB
BJK
REVISED 0803/12
ect Number:
120147
SHEET
d (IF 7

11" RETURN LINE TO "MI
HEADWORKS UNIT
I- SUP PVC TEE
• • .
/
-L--
/
RETURN MANIFOLD
*" SLIP PVC TEE
..•.•.'
•
END OF SUPPLY UNE CLEANOUT & BOX
MANIFOLD DRIPPER UNE
CONNECTION (TYP.)
" • , • . • • . • • • • •
• • • • • • . • , . • • • • •
• • . • • . • .
L
AIR VENT AND CHECK VALVE ED
IN PROTECTIVE BOX (TYP.)
—L_
ci11" SCH 40 PVC FIELD
FLUSH RETURN UNE
PVC SUPPLY UNE
FROM HYURAUUC UNIT
GEOFLOW LOCKSUP
ADAPTER LTSUP-600 (ryP.)
GLUE INTO 3/4 INCH PVC
EMITTER TUBING LAID ON EXISTING
GRADE UNDER 4-0 IN. OF MULCH
WELL PACKED
EARTHEN DAM
3 FT. MIN.
GEOFLOW LOCKSUP COUPUNG LTC-600 (TYP.)
BLANK GEOFLOW DRIPPER LINE
FOR FIELDS IN WHICH LINES MAKE MULTIPLE PASSES THROUGH
FIELD WITH SUPPLY AND RETURN UNES IN SAME TRENCH
GEOFLOW LOCKSUP
ADAPTER LTSUP-600 (TYP.)
GLUE INTO 3/4 INCH PVC
EMITTER TUBING LAD ON EXISTING
GRADE UNDER 4-6 IN. OF MULCH
BLANK GEOFLOW DRIPPER UNE
FOR FIELDS IN WHICH LINES MAKE SINGLE PASSES THROUGH
FIELD WITH SUPPLY AND RETURN LINES IN SEPARATE TRENCHES
MANIFOLD —DRIP LINE CONNECTION
NOT TO SCALE
0—
TUBING W/0.53 GPH LABYRINTH DAITTIMS
0 2.0' 0.C. — GEOFLOW WASTEFLOW PC
RETURN MANIFOLD PIPE
t" SUP PVC TEE
GEOFLOW LOCKSUP COUPUNG LTC-600 (TYP.)
NOTE: TOTAL # OF LINES SHALL MATCH PLAN ED
NOTE: SEE ley FOR CORRECT ORIENTATION OF
EACH IRRIGATION ZONE.
SELECT
1
24" MIN. BURY
24" MIN. BURY
MANIFOLD TRENCH
24" WIDTH MIN.
0
LOOPED LATERAL — MAKES MULTIPLE
PASSES ACROSS DRAINFIELD
0 0 01
0
STRAIGHT LATERALS — MAKE SINGLE
PASSES ACROSS DRAINFIELD
MANIFOLD TRENCH
24 WIDTH MIN.
FI FCT BACKFI
EMITTER T1 MING
4"— 6" TYPICAL
DAM HEIGHT
\‘*----‘"---12- BEYOND
MANIFOLD TRENCH
TO DRIPPERUNE CONNECTION
8" TUBING STAPLES 0 25' 0.C.
NOTE PIPE LAYOUT SHALL VARY
PER SYSTEM DESIGN
FOR FIELDS IN WHICH UNES MAKE MULTIPLE PASSES THROUGH
FIELD WITH SUPPLY AND RETURN UNES IN SAME TRENCH
FILITITFR TUBING
6" TYPICAL
DAM HEIGHT
BEYOND
MANIFOLD TRENCH
TO DRIPPERUNE CONNECTION
8" TUBING STAPLES 0 25' 0.C.
NOTE PIPE LAYOUT SHALL VARY
PER STsiLM DESIGN
FOR FIELDS IN WHICH UNES MAKE SINGLE PASSES THROUGH
Flan WITH SUPPLY AND RETURN LINES IN SEPARATE TRENCHES
SUPPLY/RETURN SECTION
NOT TO SCALE
DISTRIBUTION FIELD SCHEMATIC WITH CONNECTION DETAILS
NOT TO SCALE
OW LOCKSUP COUPUNG LTC-600 (TYP.)
BLANK GEOFLOW DRIPPER LINE
LOOP CONNECTION
GEOFLOW LOCKSUP COUPUNG LTC-600 MP.)
WELL PACKED
EARTHEN DAMS
BLANK GEOFLOW DRIPPER UNE
GEOFLOW LOCKSUP
ADAPTER LTSUP-600 (Tyr.)
GLUE INTO 3/4 INCH PVC
1i" COUPUNG
bli" SCH 40 PVC
z
12"W x 181. MEILN BOX, WITH 6" EVENT1ON
AND COVER —*AMETEK" 4 190106
& 190110 OR EQUAL
X''AIR RELEASE VALVE
AND CLEANOUT
1" THREAD DIAMETER
li" TO 1" REDUCER
1i"SCH 40 PVC TEE
r11" PVC SWING CH CK
VALVE (SOLVENT WELD ENDS)
411411010111141141014.,4101411144:111N11#41044111(
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al -WOW MIIMIP.-riSWIWA. "b..1.,444011.11044411.
amoe- iive-
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•
24" x 24" x
#57 WASHED STONE
AIR RELEASE CHECK VALVE AND BOX
NOT TO SCALE
END CLEANOUT GATE VALVE
SIZE THE SAME AS MANIFOLD PIPING
11"SCH 40 PVC
TO FLUSH RETURN MAIN
AND ULTIMATELY TO
SEPTIC TANK
APPROVED
No, th Carolina Environmental
Mmagement Commission
Division of Water Quality
Date
Permit # U31)--C30 359
VALVE BOX WITH COVER
/7--
lialar,iii7,4,044011 :111:
till4"4141,Voir 414444360,41 Agife
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::•?:.1$241)90.0.41$4.111•4t4411
644)**1,114tow • 11144414
ob(SCHP14°SIZEiVC:AIPEA: MANIFOLD)
P40.41i4"440441-0 • 411;10 111; tir04.411.4.411.6
SCH 40 PVC 45 BEND (TYP)
SUPPLY OR RETURN MANIFOLD
END MANIFOLD CLEANOUT
NOT TO SCALE
12" x 12" x 4" #67
WASHED STONE
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Designed By:
Drawn By:
Checked By:
TMB
TMB
BJK
Scale:
AS NOTED
Date:
REVISED 07/10/12
Project Number.
120147
111111111111111111011111111111M1M
SHEET

L--1' ALL AROUND —
BACKFILL FREE OF
DEBRIS (12" INCHES)
VALVE BOX
12"
FINISH GRADE
o E—
l/
1" PVC
COUPLING
PVC
MAINLINE
FILTER AND FIELD
FLUSH LINE
1" PVC
COUPLING
BRICK
SUPPORTS
(ONE AT EACH
CORNER)
1 CU. FT. PEA
GRAVEL SUMP
IN FROM DOSING TANK b
OUT TO SEPTIC TANK b
VORTEX FILTER —'-
FILTER FLUSH VALVE
IPS FLEX PVC
SCH 40 UNION---
SCH 4
VORTEX FILTER
FILTER FLUSH VALVE
IPS FLEX PVC —
UNION
36"
MINIMUM
AIR VENT PRESSURE GAUGE
FIELD FLUSH
VALVE
SECTION VIEW
SCH 40 UNION
11
PRESSURE GAUGE
AIR VENT
\ FIELD FLUSH
VALVE
4 ZONE HEADWORKS — AUTOMATIC
NOT TO SCALE
ODER/\TING �EGI
vE
The E—Z Treat treatment system is controlled by an Ohio simplex control panel which doses
the filter media for 3 minutes every 16 minutes. Field dosing will be controlled with a E—Z
Treat one —zone Controller. The Controller will activate the pump and associated contra) valves
to dose the irrigation zones every 4.0 hours. If less than 600 gallons are available, the low
level float will inactivate the pump.
If the high water level "alarm " float is activated, the system will begin its operation
of delivering the pre —determined dose volume and shall also energize the audible and flashing
alarm fixtures. Once energized, the flashing and audible alarm units may only reset manually.
When properly maintained and utilized, the E—Z Treat treatment system should meet the
following effluent characteristics:
CBOD5:
TSS:
Fecal Coliform:
TN:
15 mg/L
15 mg/L
200 cfu/100 ml
50% Reduction
Should the effluent fail to meet these expectations, contact the system operator, and E—Z Sst
Company, Inc. immediately.
ITEM FREQUENCY
Septic Tanks 3-6 months
PumpTank
Septic Lines, Force Mains
Distribution Fields
12 months
weekly
3-6 months
12 months
6-12 months
2-4 weeks
3-6 months
AI\TENA\
EXISTING GRADE
IN FROM DRIP FIELD
FOB DRIP IRRIGATION SYSTEM
0
0
24"
MINIMUM
FLOW METER
ZONE VALVE
The Controller will also control the periodic backwashing of the filters and flushing operation
of the sub —field lateral network. Filter backwashing shall occur at the end of each dose
cycle or by recognition of a pre—set elapsed time since last system flush.
System lateral flushing shall occur when the microprocessor senses recognition of a pre—set elapsed
time since last system flush (in this case, at least 50 cycles) and after a power outage. The system shall
be configured to allow for manual initiation of backwashing filters or sub —field system flushing.
For this system, the flushing time shall equal the zone dose time of approximately 8.3 minutes
and shall occur every 8 days (1% of the pump run time in each zone).
The controller may log and record, for later retrieval or transmission, the times of operating
cycles, gallons dosed by zone, and any alarm condition.
The main pump control panel shall include, but not be limited to an " auto / manual " system
control switch, stop /start switch 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 seperate NEMA 4x enclosure.
CE SCHEDULE
TASK
Check for solids accumulation,
blockages, baffle damage, in/exfiltration, and pump septage
Pump out accumulated solids if necessary
Check pumps, controls, alarms, and
elapsed time meters
Check for solids accumulation and
in/exfiltration
Pump out accumulated solids, if necessary
Check for exposed pipe and leakage
Mow vegetative cover if applicable
Check for erosion and ponding of
effluent
quarterly
semi—annually
annually
Remove filter covers and inspect for
accumulation of debris. Check differential
pressure gauge before and after filter
flushing (D.P. should return to origional
operating D.P.). Check pumps for abnormal
vibration and test the alarm functions
Remove and lubricate 0—rings on
filter canister, replace if damaged, and
clean filter at hydraulic
tubing feed.
Remove filter disc rings and replace,
clean used rings in mild acid solution,
and store for next annual replacement.
Dig alongside dripperline ( one per field )
and remove small section with emitter,
repair with " RAM " couplings and new
tubing, and inspect removed tubing for excess
slime buildup. Flush dripperlines with chemical
solution as recommended by " Waste Water
Systems, Inc. " as needed.
b
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I 111
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1
NOTES:
1. ULTRAVIOLET LIGHT PURIFIER MODEL EZ-UV 1000 BY E-Z SET COMPANY.
2. PROVIDE DUAL GFI RECEPTACLE FOR UNIT AND HEAT TAPE. FIELD ROUTE
2-# 12,1-# 12G,#N 3/4" PVC CONDUIT TO 20 VOLT SINGLE PHASE 20 AMP
BREAKER AT HOUSE.
3. ORIENTATION PER SITE REQUIREMENTS.
4. INSTALL 1 /2" BALL VALVE FOR SAMPLING DOWNSTREAM OF U.V. UNIT.
5. PROVIDE MIN. 5' OF 2" SCH. 40 PVC ON INLET AND OUTLET U.V. UNIT.
2" x
1-1/4"
REDUCER
4" CONCRE I E SLAB
WIRING HARNESS
ATTACHMENT TO
LAMPS -�
TOP VIEW
FLOW DIVERSION
PLATE
c
\\ \ \\ \\ \\ \\
1/4 \\& \2 `�\�\\1
b
2" x
1-1/4"
REDUCER
//>//j�\`�'/jam//i`f`�
//s. , /,</k
30" DIA.
E—Z SET
RISER
PRIMARY
LAMP
48"
1/2" BALL
VALVE —\
War
111
DISCONNECT
UNION (TYP.)
2"
1-1/4"
x
1-1/4"
REDUCER
--- CONTROL
WITH ALARM
6"
MIN.
35"
RISER CAST
INTO SLAB
-2"x2"x1/2"
REDUCING TEE
DISCONNECT
UNION (TYP.)
100%
BACKUP
LAMP
4
A
4•
ICTIO
V=W
UV WASTEWATER DISINFECTION UNIT
NOT TO SCALE
/4
2" x 1-1/4"
REDUCER
3000PSI POURED CONCRETE
PAD WITH FIBERMESH
(4'x4' MIN. x 6" THICK)
APPROVED
Not th Carolina Environmental
M.enagement Commission
Division of Water Quality
Date ( 3 a— 20
Perr,t# 2%
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TMB
rawn By
TM
Checked By:
BJK
Scale:
AS NOTED
Date:
REVISED 07/10/12
Project Number
120147
SHEET
6 OF 7

HUNTER RAIN SENSOR
MODEL: MINI—CLIK—HV
LIQUID—TITE CONDUIT
WEATHER—PROOF CONNECTOR
ATTACH DIRECTLY TO
CONTROL PANEL — — —
HUNTER MINI—CLIK—HV RAIN SENSOR
NOT TO SCALE
/
/
/
ATTACH LEADS TO TERMINALS
X1 AND X2 IN THE CONTROL PANEL
ELECTRICAL NOTES
1. TWO DIFFERENT PANELS SHALL CONTROL THE IRRIGATION SYSI LM AT CHRISTIAN CHAPEL CHURCH RD.
ONE WILL CONTROL PRETREATMENT AND ONE SHALL CONTROL FINAL DISPOSAL.
2. EACH PANEL SHALL BE APPROXIMATELY 12 INCHES WIDE X 14 INCHES HIGH AND SHALL BE
NEMA 4X, UL RATED ENCLOSURE. THE PANELS SHALL BE SUPPLIED TO THE BUILDER BY THE
SYSTEM DISTRIBUTOR.
3. PANELS SHALL BE MOUNTED BY THE ELECTRICIAN AS CLOSE TO THE TANKS AS POS.IBLE,
IN THE APPROXIMATE AREAS AS SHOWN ON THE PLANS AT A MINIMUM HEIGHT OF 24 INCHES
ABOVE FINISHED GRADE.
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 VARIOUS
PUMP POINTS.
5. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 2.30
VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
6. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 10 AMPS, 115
VOLTS SUPPLIED FOR THE ALARM/CONTROL SIDE OF THE PANEL.
7. THE FINAL DISPOSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 230
VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
8. THE FINAL DISPOSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 10 AMPS, 115
VOLTS SUPPLIED FOR THE ALARM/CONTROL SIDE OF THE PANEL.
9. A MINIMUM CONDUIT SIZE OF 1i INCH SHALL BE FURNISHED AND INSTALLED BY THE
ELECTRICIAN AS A CONNECTION BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE
TERMINATION POINTS IN THE TANK AREA.
10. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY —TYPE DUCT SEAL EMBEDDED IN
ORDER TO PREVENT GASES AND MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT
USE PERMANENT SILICONE OR EXPANDABLE FOAM PRODUCTS.
11. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30 FT. OR 50
FT. LEADS. THIS WILL HELP KEEP SPLICES TO A MINIMUM, WHICH AND SHOULD BE AVOIDED IF
POSSIBLE. IF A SPLICE MUST BE MADE, IT MUST BE MADE ABOVE GRADE IN A NEMA 4X
JUNCTION BOX. NO SPLICES SHALL BE MADE IN ANY TANK.
12. ALARMS SHALL BE AUDIBLE AND VISUAL. ALARMS SHALL ACTIVATE THE WIRELESS AUTO DIALER
13. ELECTRICIAN SHALL VERIFY EQUIPMENT REQUIREMENTS PRIOR TO INSTALLATION.
NOTE:
1) SEE ATTACHED SPECIFICATION SHEETS FOR PANEL DETAILS
2) THE CONTROL PANEL ALARMS SHALL BE EXTERNAL TO ANY
STRUCTURE.
3) PANELS BUILT FOR E—Z SET COMPANY BY:
rHIO ELECTRIC CONTROL, INC.
oEc 2395 ROCK ROAD
Ashland, Ohio 44805
0040111110
VOLTAGE;
115/23QV
PUMP
114/2 2M-TV
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mom
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PHASE:
1
HERTZ:
50
HP:1/3
FLJk16
ENCLOSURE TYPE: 4X
SHORT CIRCUIT CURRENT: 5KA
RMS SYMMETRICAL 24W MANOLIUM
E-Z SET
1700 DAVITS mum
ROCK! KODN'r. NC 27003
TITLE;
PAGES: SHED I OF
DATE:
10-08
REV. DATE
CONTROL PANEL WIRING SCHEMATIC
CT\
E-Z TREAT DRIP CONTROL PANEL
NOT TO SCALE
DWG:
EZ1—SIM—ALIT
10
(o (m)
GROUND
CB1
0 °
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ALARM
8 OFF
TEST
LS2 Het LEVEL
LEI ww ems.
ENCLOSURE 14X12
SONALERT
NOTE:
1) SEE ATTACHED SPECIFICATION SHEETS FOR PANEL DETAILS
2) THE CONTROL PANEL ALARMS SHALL BE EXTERNAL TO ANY
STRUCTURE.
3) PANELS BUILT FOR E—Z SET COMPANY BY:
HIO ELECTRIC CONTROL, INC.
VLF✓ 2395 ROCK ROAD
Ashland, Ohio 44805
J
13i
MEM
mtnYs =LER
my IL
O.o
xfi
' FRENN TERMINAL XZ
�--FRINII TEMPI& XI
- NOTES:
1. 230V-10 OPERA —MN USE T1 AND T2 TO PUMP.
2. 115V-10 OPERATION USE T1 AND N TO PUMP.
3. MAX. HP FOR 115V-10. PUMP 1HP.
4. MAX. HP FOR 230V-10 PUMP 2 HP.
VOLTAGE
HP/FLA:
11SV�123tit+ 00 2/12
� TYPE: 4X
PHASE.
1
SHORT CIRCUIT cUl ENT: SOCA
l S snAkenRICAL 240V MAXIMUM
E—Z SET
1700 DAVIS STREET
ROCKY MOUNT. NC 27803
TITLE RECIRCULATION PUMP
PAGES: SHEEP _ OP
10-08:
- REV DATE
CONTROL PANEL WIRING SCHEMATIC
Des., NO.:
RCS1220E
E—Z TREAT PRETREATMENT CONTROL PANEL
NOT TO SCALE
APPROVED
Noah Carolina Environmental
Management Commission
Division of Water Quality
Date c724 2---, fe
Permit # (O 6—(5D 3S )
141444441/11444
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NCBELS Firm No. C-2378
Drawn By:
TMB
Checked By:
BJK
Scale:
AS NOTED
Date:
REVISED 07/10/12
Project Number.
120147
SHEET
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Permittee: Samuel F. Cherry, Jennifer D. Cherry (i.e., all deeded property owners)
The Permittee agrees to operate and maintain the single-family residence wastewater treatment and irrigation system
as follows:
1. Inspect the septic tank annually, and pump out solids as needed.
2. Inspect and clean the septic tank effluent filter annually. (Li applicable)
3. Inspect the tablet chlorinator weekly. Add wastewater grade chlorine tablets (e.g., calcium hypochlorite) as
needed. Swimming pool grade chlorine tablets are not acceptable. (if applicable)
4. Inspect the ultraviolet disinfection unit weekly. Clean or replace the lamps and quartz sleeves as needed. (if
applicable)
5. Inspect all storage tanks, pumps, and alarms monthly. Remove the floating scum layer in all pump/storage tanks
when pumping the septic tank solids out.
6. Inspect the spray irrigation system monthly to verify: proper operation of the spray heads; that there are no leaks;
that vegetative growth does not obstruct the spray heads: that the irrigated wastewater is not ponding in or -
running off the designated irrigation area: and that there are no objectionable odors. (if applicable)
7. Inspect the drip irrigation system monthly to verify: proper operation of the drip lines; that there are no leaks; that
vegetative growth does not obstruct the drip emitters: that the irrigated wastewater is not ponding in or running
off the designated irrigation area; and that there are no objectionable odors. (if applicable)
8. Maintain a set of Division-approved engineering plans and specifications.
9. Pay the required annual fee.
10. Request renewal of this permit on Division-approved forms no later than 180 days prior to expiration.
11. Sign and provide a Change of Ownership application to any future owner of the single-family residence
wastewater treatment and irrigation system for their completion and submission to the Division of Water
Resources.
I-We understand the above requirements and agree to these terms as part of the issued permit.
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All deeded property owners shall sign this Operation and Maintenance Agreement

ATTACHMENT G—CIVIL PENALTIES AND OUTSTANDING VIOLATIONS
Does the Permittee have any existing civil penalties or outstanding violations'?
❑❑ Yes(civil penalties)—Submit payment for the civil penalty,or proof of remission request.
❑❑ Yes (violations)—Submit a copy of your response to the Notice of Violation.
❑❑ N'o—Skip Attachment G.
ATTACHMENT H—SETBACK WAIVERS
Does the existing permit include setback waivers'?
❑❑ Yes—Pursuant to 15A NCAC 02T .0606(c).provide setbacks waivers that have been written, notarized,signed by all parties
involved, and recorded with the county Register of Deeds. Waivers inolying the compliance boundary shall be in accordance
with 15A NCAC 02L .0107.
®❑ No—Skip Attachment H.
APPLICANT'S CERTIFICATION
I J Caw tt�C,. ' f attest that this application
(Signature authority's name as noted in Section 1. Item 3)
has been reviewed by me and is accurate and complete to the best of mr know ledge. I understand that if all required parts of this
application package are not completed, and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete. I further certify pursuant to 15A NCAC 02T .0120(b), that the applicant, or
any parent, subsidiary. or other affiliate of the applicant has: not been convicted of environmental crimes under: not previously
abandoned a wastewater treatment facility without properly closing the facility; not paid a civil penalty: not been compliant with
any compliance schedule in a permit. settlement agreement,or order: not paid an annual fee.
Note: The Applicant's Certification shall be signed pursuant to l5A NCAC 02T .0106(b). An alternate person may be delegated
Os the signing official if a letter is provided pursuant to 15A NCAC 02T .0106(c). Pursuant to § 143-215.6A and § 143-215.6B.
any person who knowingly makes any false statement, representation.or certification in any application package shall be guilty of a
Class 2 misdemeagot;whit may include a fine not to exceed S10.000 as well as civil penalties up to S25.000 per violation.
Signature: . ...0 Date: .3" 25
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA:
Email: Laserfiche Upload:
ton-Discharge.Reports(fncdenr.gov https:'/edocs.deq.nc.gov/Forms/NonDischarge-Branch-
Submittal-Form-Ver2
FORM: SFRWWIS-R 02-21 Page 4 of 4

ATTACHMENT A—SITE MAP
\Vas the facility originally pemmitted or had a major modification issued after September 1,2006?
®❑ Yes—Pursuant to 15A NCAC 02T .0105(d). submit a site map pursuant to the requirements in 15A NCAC 02T .0604(d).
These requirements are:
❑ A scaled map of the site with topographic contour inters als not exceeding 10 feet or 25 percent of total site relief and
showing all facility-related structures and fences within the wastess ater treatment.storage, and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial). springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage,
and irrigation sites.
❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and.0108,and 15A NCAC 02T .0601.
❑ Setbacks as required by 15A NCAC 02T .0606.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage, and irrigation sites.
❑ All habitable residences or places of public assembly within 500 feet of all treatment, storage,and irrigation sites.
❑❑No—Skip Attachment A.
ATTACHMENT B—SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section I,Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)? ❑
®❑Yes—Skip Attachment B.
❑No—Submit a delegation letter pursuant to 15A NCAC 02T .0106(c) authorizing the signature authority to sign.
ATTACHMENT C—FLOW REDUCTION
Does the existing permit include an approved flow reduction?
❑❑ Yes—Submit a copy of the flow reduction approval letter. as well as the measured monthly average amount of wastewater
floss contributed per unit for the 12 months prior to permit renewal If any of these monthly averages are within 20% of the
approved flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the
requirements in 15A NCAC 02T.0114(1).
®❑ No—Skip Attachment C.
ATTACHMENT D—EASEMENT,ENCROACHMENT,AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment,conveyance,and irrigation system?
®❑ Yes—Skip Attachment D.
❑❑ No — Pursuant to l5A NCAC 02T .0116(e). provide a copy of all casements, lease agreements, and encroachment
agreements allowing the Permittee to operate and maintain the waste\\ater collection, treatment, conveyance, and irrigation
system on property not owned by the Permittee.
ATTACHMENT E—AFFILIATIONS
Are the Pennittee's affiliations of record correct? Check affiliations.
®❑ Yes—Skip Attachment E.
❑❑ No—Provide the corrected affiliations and their contact information.
ATTACHMENT F—COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules? (See Section I of the most recently issued permit)
®❑ Yes—Submit documentation that the compliance schedules has e been met.
❑❑ No—Skip Attachment F.
FORM: SFRWWIS-R 02-21 Page 3 of 4

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .0600—SINGLE:-FAMILY RESIDENCE
WASTEWATER IRRIGATION SYSTEM—RENEWAL
FORM: SFRWWIS-R 02-21
Pursuant to 15A NCAC 02T .0107 1 , if the application does not include all required information and the necessary
supporting documentation, the application shall be returned. The application and attachments shall be prepared in
accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0600, and Division Policies. For more information, visit the Water
Quality Permitting Section's Non-Discharge Branch website. The Applicant shall submit an electronic copy of the application
and attachments uploaded as a single Portable Document Format(PDF) tile to https://edocs.deq.nc.gov/Forms/NonDischarge-
Branch-Submittal-Form-Vert,or emailed to Non-Discharge.Reportsrancdenr.gov if less than 20 megabytes(MB).
SECTION I—APPLICANT INFORMATION
1. Applicant: Samuel Franklin Cherry
2. Permit No.:WQ0035929
3. Signature authority: Samuel Franklin Cherry Title: Land Owner
4. Mailing address: 226 Seastonc Street
City: Raleigh State: NC Zip: 27603-
5. Contact person: Mr. Sam Cherry Email: net erenoughgunsgmail.com
Primary phone number: (919) 7-0 Select Secondary phone number: [phone] Select
6. Secondary Contact person: Jen Cherry Email:jencherry2 crgmail.com
Primary phone number: (919) 796.-9123 Select Secondary phone number: ( ) - Select
SECTION II FACILITY INFORMATION
1. Physical address: 3529 Christian Chapel Church Road County: Chatham
City: Moncure State: NC Zip: 27559-
SECTION III-BILLING INFORMATION
1. Billing address: 226 Seastone St
City: Raleigh State: NC Zip: 27603-
2. Verify the Applicant does not have any overdue annual fees:
https: deq.nc.got about divisions water-resources water-resources-permits tyq-epayments
Pursuant to 15A NCAC 02T .0120(c),permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.
FORM: SFRW\\IS-R 02-21 Page 1 of 4