WQ0024720_Engineering Certification_20240528

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other Engineering Certification
Permit Number (IR) * W00024720
Applicant/Permittee Cody Parker and Joy Parker
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

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* Tyler S MacConnell
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
Engineering Certification
Phone Number*
9194671239
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-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:Hedocs.deq.nc.gov/Forms/NonDischarge Monitori ng_Report
Permit Type:* Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number: * WQ0024720
Has Current Existing permit number
Applicant/Permittee Address* 501 Cascade Pointe Lane, Suite 103
Facility Name * 10311 Rougemont Rd. SFR
Please provide comments/notes on your current submittal below.
Attached you will find Engineer Certification and Record Drawings.
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.)
Engineer Certification Letter and Record Drawings -
3.59MB
W00024720.pdf
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
Submission Date 5/28/2024

Permit No. WQ0024720 Single -Family Residence Wastewater Irrigation System
Cody Parker and Joy Parker February 16, 2023
10311 Rougemont Rd. SFR Durham County
ENGINEERING CERTIFICATION
❑ Partial Final
I,6n�� S. M L° 1 c l j , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities tat the facility was constructed in compliance with G.S. 143-215.1.
Administrative Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit and the Division -approved plans and specifications is in the
attached as -built drawings.
Description of variations: 5 `� A 71" V
64- -1 0 d !. t f &0 A H" c �cl_
isNf h S- 2f
Professional Engineer's Name
Firm Name Firm No.
Sol
Address
is '
'••� fNGINE��`•' ���.
iMA�J/7UM
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
W00024720 Version 3.1 Shell Version 230130 Page 9 of 9

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COPYRIGHT 0 2022-2024
CO Y JOY PARKER
VICINITY MAP
SURFACE SPRAY IRRIGATION
WITH E—Z TREAT CONVERSION
PROJECT No. A08501.00
10311 ROUGEMONT ROAD
DURHAM COUNTY, NC
PARCEL #: 189425
SCHEDULE OF DRAWINGS:
C-100
COVER SHEET
C-101
GENERAL NOTES
C-102
SYSTEM SCHEMATICS &
MAINTENANCE SCHEDULE
C-103
OVERALL SITE PLAN
C-104
PROPOSED SYSTEM LAYOUT
C-105
TREATMENT SYSTEM DETAIL KEY
C-106
TREATMENT TABLE
D-101
DETAILS 1 OF 7
D-102
DETAILS 2 OF 7
D-103
DETAILS 3 OF 7
D-104
DETAILS 4 OF 7
D-105
DETAILS 5 OF 7
D-106
DETAILS 6 OF 7
D-107
DETAILS 7 OF 7
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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
MAY 09, 2024
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51201
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GENERAL NOTES
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1. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS, ELEVATIONS, AND LOCATIONS OF
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ALL EXISTING CONDITIONS AND UTILITIES.
SITE RESTORATION
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2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SYSTEM IN ACCORDANCE WITH ALL STATE & LOCAL REGULATIONS & POLICIES.
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3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
1. BACKFILL WITH SUITABLE LOOSE MATERIAL (SANDY LOAM TO SANDY CLAY LOAM) FREE OF LARGE OR
4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND LOCAL SAFETY REQUIREMENTS.
DAMAGING OBJECTS, SEED AND STRAW BACKFILLED AREAS (OR SOD WHEN REQUIRED).
5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO ADDITIONAL COST TO THE OWNER.
2. PROVIDE EROSION PROTECTION FOR BACKFILL MATERIAL IN ACCORDANCE WITH STATE AND COUNTY
6. LAYOUT OF THE APPLICATION AREA IS BASED ON ORIGINAL DESIGN (DUANE K. STEWART, INC)
STANDARDS AND MAINTAIN UNTIL PERMANENT PROTECTION IS ESTABLISHED.
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7. DRAIN ALL ROOF AND TOE DRAINS AWAY FROM SPRAY FIELD AND TREATMENT UNITS.
3. BACKFILL SHOULD BE GRADED TO PREVENT THE INFILTRATION OF SURFACE WATER AND DIVERT STORM
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8. PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL TO WASTEWATER TREATMENT UNITS AND DISPOSAL SYSTEMS IF APPLICABLE.
WATER RUN-OFF AWAY FROM THE SYSTEM. WHEN ADDITIONAL FILL IS REQUIRED, IT SHOULD BE PLACED
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9. WASTEWATER AND IRRIGATION SYSTEMS SHALL COMPLY WITH IWWS-2015-3-R2
AFTER SYSTEM IS INSTALLED FROM THE EDGES CROWNED IN THE MIDDLE AND FEATHERED OUT 10'
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10. ALL PIPE SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.
BEYOND THE DISPERSAL AREA. FILL SHOULD BE TEXTURE GROUP II OR III AND FREE OF LARGE STONES
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11. INSTALLER IS RESPONSIBLE FOR ENSURING DISPERSAL AREA WAS PROPERLY CLEARED & SOIL MOISTURE CONDITIONS ARE CONDUCIVE FOR INSTALLATION PRIOR TO BEGINNING INSTALLATION.
AND ORGANIC DEBRIS. TOP 2" SHOULD BE SUITABLE FOR ESTABLISHMENT OF LAWN.
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12. EJECTOR PUMP MAY BE REQUIRED FOR BASEMENT FIXTURES. INSTALLER IS RESPONSIBLE FOR VERIFICATION.
13. KEEP ALL EXCAVATIONS 20' FROM INSTALLATION AND RESERVE AREA.
TREATMENT UNITS
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14. KEEP WELL AND SEPTIC SYSTEM OUT OF ANY UTILITY EASEMENTS AND AT LEAST 10' FROM UTILITY LINES.
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15. DO NOT INSTALL LAWN IRRIGATION SYSTEMS WITHIN 20 FEET OF DISPERSAL AREA.
1. SYSTEM INSTALLATION MUST COMPLY WITH ALL LOCAL ORDINANCES AND POLICIES.
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16. DO NOT CONNECT WATER TREATMENT SYSTEMS, CONDENSATIONS DRAINS OR SUMP PUMPS TO ONSITE SYSTEM.
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17. IF A PRE-CONSTRCTION MEETING REQUIRED BY PERMIT, PLEASE CALL TO SCHEDULE.
18. ANY DEVIATION FROM THIS DESIGN MUST BE APPROVED BY THE LOCAL HEALTH DEPARTMENT AND THE ENGINEER PRIOR TO INSTALLATION.
19. ELECTRICAL WIRING SHOULD BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR, ACCORDING TO NEC, STATE AND LOCAL ELECTRICAL CODES, AS APPLICABLE.
20. CONTRACTOR IS TO INSTALL TANKS ON UNIFORMLY FIRM AND STABLE COMPACTED GROUND, CRUSHED STONE IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM ESPECIALLY IN
OPERATING REGIME FOR SPRAY IRRIGATION SYSTEM
POOR, WET OR ROCKY SOILS.
SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT
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21. ALL TANKS MUST BE WATER -TIGHT AND CONFORM TO APPLICABLE LOCAL AND STATE REGULATIONS AND POLICIES.
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22. ALL PVC JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED UNLESS THREADED.
TREATMENT UNITS. SEE SHEET C-102 FOR "ON" AND "OFF" TIME SETTINGS. PUMPED SPRAY IRRIGATION
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23. MAXIMUM COVER OVER TANKS AND DISTRIBUTION BOXES VARIES BY MANUFACTURER AND COUNTY.
FLOW SHALL PASS THROUGH A FLOW METER. WHEN THE PREPROGRAMMED VOLUME IS REACHED THE
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24. DISPERSAL FIELD CORNERS OR PROPERTY CORNERS SHOULD BE MARKED PER ORIGINAL DESIGN
ACTIVE PUMP WILL BE DE -ENERGIZED. THE PUMP WILL ALSO DE -ENERGIZE IF THE LOW WATER LEVEL
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25. SHALLOW PLACED SYSTEMS (LESS THAN 18") MUST BE HAND CLEARED AND STUMPS GREATER THAN 6" IN DIAMETER MUST BE GROUND OUT. STUMPS LESS THAN 6" MAY BE CAREFULLY
"PUMP OFF" SWITCH IS ACTIVATED. SEE DUANE K. STEWART & ASSOCIATES, INC. DRAWINGS FOR FIELD
REMOVED ON THE DAY OF INSTALLATION.
DOSING INFORMATION.
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26. REFER TO SITE DRAWING FOR ANY SPECIAL REQUIREMENTS.
2. IF THE HIGH WATER LEVEL "ALARM" FLOAT SWITCH IS ACTIVATED, THE SYSTEM WILL BEGIN ITS OPERATION
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27. MACHINERY SHOULD AVOID PERCOLATION AREA.
OF DELIVERING THE PREDETERMINED DOSE VOLUME, AND SHALL ALSO ENERGIZE THE AUDIBLE AND FLASHING
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28. MACHINERY SHOULD NOT TRAVERSE EXCAVATED/EXPOSED PERCOLATION AREA.
ALARM FIXTURES (ONCE ENERGIZED, THE FLASHING AND AUDIBLE ALARM UNITS WILL ONLY BE RESET
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29. ALL SUPPLY AND RETURN LINES NOT DESIGNED TO DRAIN BACK SHOULD BE PROTECTED FROM FREEZING.
MANUALLY OR BY REACHING LOW LEVEL CONDITIONS).
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3. THE CONTROL PANEL SHALL INCLUDE, BUT NOT BE LIMITED TO, AN "AUTO/MANUAL" SYSTEM CONTROL
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SWITCH, STOP/START SWITCH FOR EACH PUMP, NON-RESETTABLE ELAPSED TIME RECORDER FOR EACH
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PUMP, AND INDIVIDUAL PUMP RUN LIGHTS.
4. THE CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE. ALL SUPPORTING CONTROL UNITS, IF NOT
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HOUSED WITHIN THE CONTROL PANEL, SHALL BE IN A SEPARATE NEMA 4X ENCLOSURE.
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ELECTRICAL NOTES
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1. TWO DIFFERENT CONTROL PANELS WILL CONTROL THE WASTEWATER SYSTEM. ONE CONTROLS THE PRETREATMENT, AND ONE CONTROLS THE ULTRAVIOLET DISINFECTION. CONTRACTOR MAY USE
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COMBINED PANEL BY E-Z TREAT.
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2. EACH PANEL SHALL BE APPROXIMATELY 13" WIDE X 15" HIGH AND IS A NEMA 4X, UL RATED ENCLOSURE. THE PANELS SHALL BE SUPPLIED BY THE SYSTEM DISTRIBUTOR.
3. THE PANELS SHALL BE MOUNTED BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS. THEY SHALL BE MOUNTED NEXT TO EACH OTHER AND 48" - 60" OFF THE FINISHED GRADE TO THE
BOTTOM OF THE ENCLOSURE.
4. THE INSTALLER'S ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP/UV AND CONTROL CORDS. EACH CONTROL PANEL SHALL CONTAIN A WIRING SCHEMATIC
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IDENTIFYING ALL TERMINAL CONNECTIONS. THE SYSTEM INSTALLER SHALL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE
DIFFERENT PUMP/UV POINTS.
5. CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
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6. CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS SUPPLIED FOR THE BOTH ALARMS.
7. CONTROL (DRIP) PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMPS.
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8. CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 30 AMPS, 115 VOLTS SUPPLIED FOR SOLENOID VALVE HEATER.
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THESE RECORD DRAWINGS HAVE BEEN PREPARED BASEDUPON
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9. THE ULTRAVIOLET DISINFECTION UNIT REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS.
INFORMATION FURNISHED BY OTHERS. WHILE DESIGN
INFORMATIONC A R
ROF SSTION I
BELIEVED TO BERE s Co RTHE
ND THUS
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10. A MINIMUM CONDUIT SIZE OF 1 36" SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICIAN AS A CONNECTION BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS
IRELIABLE,o''•.
CANA IS O``,(N
NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD • /
DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY
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OUT IN THE TANK AREA.
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HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE
11. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASSES AND MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT USE PERMANENT
SILICONE OR EXPANDABLE FOAM PRODUCTS.
RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAININDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE. r
12. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL HELP KEEP SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF
RECORD DRAWING 51201
A SPLICE MUST BE USED, IT MUST BE MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
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13. ALARMS SHALL BE AUDIBLE AND VISUAL.
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14. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
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MAINTENANCE SCHEDULE
TIER FF
SEPTIC TANK
3 - 6 MONTHS
12 MONTHS
RECIRCULATION TANK
WEEKLY
FIELD DOSING TANK
3-6 MONTHS
12 MONTHS
SUPPLY LINES, FORCE MAINS
6-12 MONTHS
DISTRIBUTION FIELDS
2-4 WEEKS
3-6 MONTHS
PUMPS, FILTER SYSTEM
& DISTRIBUTION PIPING
E-Z TREAT TREATMENT
SYSTEM
ULTRAVIOLET DISINFECTION
UNIT
MONTHLY
ffl;ff3
CHECK FOR SOLIDS ACCUMULATION,
BLOCKAGES, OR BAFFLE DAMAGE,
IN/EXFILTRATION, PUMP SEPTAGE. CLEAN
EFFLUENT FILTER.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY. REPLACE EFFLUENT FILTER
EACH TIME SEPTIC TANK IS PUMPED.
CHECK PUMPS, CONTROLS, ALARMS,
ELAPSED TIME METERS.
CHECK FOR SOLIDS ACCUMULATION,
IN/EXFILTRATION.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
CHECK FOR EXPOSED PIPE AND LEAKAGE.
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CHECK FOR EROSION, OR PONDING OF
EFFLUENT.
CHECK FLOW METER READOUT AND
COMPARE TO RECORDED FLOWS, CHECK
PUMPS AND FILTER SYSTEM FOR LEAKS.
QUARTERLY
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.
SEMIANNUALLY
REMOVE AND LUBRICATE 0-RINGS ON
FILTER CANISTER, REPLACE IF DAMAGED,
CLEAN 1-1/2" FILTER SCREEN AT
HYDRAULIC UNIT.
ANNUALLY
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.
MONTHLY
INSPECT CONTROL/ALARM PANEL, PUMPING
SYSTEM EFFLUENT FILTERS/PUMP SCREENS,
RECIRCULATION TANK, AND E-Z TREAT POD
FILTER. (TREATMENT UNIT)
ANNUALLY
CHECK AND/OR REPLACE BATTERIES IN
FLOW METER. (IF APPLICABLE)
3-6 MONTHS WIPE (CLEAN) UV LAMPS.
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUIRED.
ANNUALLY CHANGE BULB.
4" SCH1140 PVC_ 1,000 GALLON
- DWELLING - 11 SEPTIC TANK
E-Z TREAT
POD FILTER
1,000 GALLON
E-Z TREAT
RECIRCULATION41�
TANK II II
UV
TREATMENT SYSTEM PLAN SCHEMATIC
(i)
NTS
CP CP
4,500 GALLON
FIELD DOSING TANK
E-Z TREAT
POD FILTER
GROUND EL. t538.4' INV.EL.
- DWELLING - ' — - - — . t536.5' GROUND EL. t538.4'
F.F.E. t539.0' — �� _
(ASSUMED) 4" SCH. 40I PVC ® 2.00% MIN. INV. EL. —
1 t536.9' INV. EL. INV.EL. �YPA
t539.4' 1 t536.7' t536.5' 0 INV.EL. '
(INV. OUT) 1,000 GALLON 1,000 GALLON±536.3t536.1
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SEPTIC TANK E-Z TREAT 4,500 GALLON FIELD
RECIRCULATION TANK DOSING TANK
NOTES: 4" SCH. 40 PVC
- 4" SCH. 40 PVC
1. TANK LOCATIONS ARE NOT TO SCALE SO AS
TO SHOW EACH TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
2;)
TREATMENT SYSTEM PROFILE SCHEMATICNTS
FORCE MAIN
GROUND —
GRAVITY LINE
FLOW DIRECTION 10.
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE REUABLE, 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
MAY 09, 2024
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LEGEND
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ADJACENT BOUNDARY JQ J C
BOUNDARY (PROPERTY) d
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RIGHT-OF-WAY
II CONTOURS - INDEX 0
64 I I I / I I
CONTOURS -INTERMEDIATE
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DRAIN FIELD (SEPTIC) AREA
--- �� _----- 100' RIPARIAN
v �_------- _ II BUFFER �l TREELINE Z O
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co $ I X PROPOSED FENCE X U
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�� �� -------------�3�----_ OF STREAM yy� I1 Y
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-----v�---------_`�g� 5 11 s CO CLEAN OUT }
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F —\ — — — — — I — — — — — o , 1 E-2 E-Z TREAT TREATMENT UNIT p V f.
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LL
co��2 �� / III ° ST SEPTIC TANK
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,— � _��2�� � I vv �� APPROX. vv NOTES: co.. Cc)N
PROPOSED WELL Lo Li l
cc
/ L'J 1. PARCELS AND TOPO TAKEN FROM NC (9 m O
FRIS. z C) Q Q c
7
o / I © 2. CONVERSION OF TREATMENT ONLY.
PERMITTED SPRAY IRRIGATION + -- r� c c
I / ORIGINALLY DESIGNED BY DUANE K.
------------- j SITE (SEE NOTE 2)/ �� STEWART & ASSOCIATES, INC. AND n
- �� / / / PERMITTED BY DEHNR MAY 31, 2005. H � w
PROPOSED/ /� //� w // j 3. THIS IS NOT A SURVEY. U)co w
Q/-� //� TREATMENT SYST / // (� �' 4. KEEP TANKS A MINIMUM OF 50' OFF W Z O
/ / �/ / / h / / OF PROPERTY LINES PER 15A NCAC Z - 04
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PROPOSED DWELLING - 2'4 4 i�' / / Z L) m M
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V �� I\ is SSECID
04
EERTY 1 �I II / O / / UPON INFORMATION THESE RECORD FURNISHED BY OTHERGS HAVE BEEN S PREPARED
THIS
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CC A I 1 �CK j PROPOSED PORCH I PROPOSED (p / c„ / INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN W O W
C`' \ \ I ` UNDERGROUND �� - / �5' �°i PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS Z J
•./h �
ca \ I ELECTRIC I ! v� �" NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD a J
0 / // I I / b• . I / � / DRAWING OR FOR ANY ERRORS OR OMMISSIONS PMICH MAY L)
E / M 1 / / ` I / / / / / HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE U) W
/ �I I C�� I I ` CLEARED 1 / / / / RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN Q Q Q%
/ / AREA INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE L) L)
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NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
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NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
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1455Le City,
I 4971 � J/ T_lE �� Eema le sak Ea.: 62 58�2 4 Boyae City, INI 49712 J 1 �� _
Office: 231-582,1020 E Toll Free: 988-999-3290
Sim/Tech Filter Adds to it's Pump Protector Line
15 x 48 Pump Screen
Main Features
• 1/8" perforated polypropylene
• Built in Float Tree Bracket
• "J" Hook Wire Organizer
• High Strength construction
• Unit weighs less than 16 pounds
Float Tree Bracket
accepts 1-1l4 "J" Hook
pv��,,✓. �� anizer
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Part# STF-1548P125
Also, available
in other sixes
Base excepts concrete for extra weight
• 2" raised bottom
• 13-1/2" Inside Diameter
15-1/2" Outside Diameter
• 48" overall height
Over 850 sunare inches of t
vs" Perforations
• Over 69,000 1/8" round holes
1 PUMP SCREEN
D-104 NTS
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NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD
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RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE
APPLYING IT FOR ANY PURPOSE.
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2" X 6" BOARD WITH ALUMINUM
BRACKETS ATTACHED TO POD WITH
7'-3-1/2" (TYP) S.S. SCREWS TO ASSIST - SOIL STABILIZATIONH (TYP. OIF4)
— 4" CPP (SEE SITE PLAN FOR
OUTLET)
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4" SCH. 40 PVC
90- ELBOW (TYP.) NOTES:
1. PROVIDE UNDERDRAIN ON SITES WHERE SEASONAL HIGH
GROUNDWATER IS WITHIN 6" OR ABOVE THE BOTTOM
OF THE TANKS.
1 E-Z TREAT TREATMENT UNIT PLAN
D-105 NTS
TOP OF
POD
-Z TREAT POD FILTER SYSTEM
12"
rMIN-
1-1/2"0
SUPPLY
LINE
4"0
RETI
LINE
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4" CPP 6" THICK #57
PERFORATED STONE BEDDING
TUBING (SLOTTED) (TYP.) SEE SHEET
AROUND POD C-102 FOR
(TYP.) INVERT OUT
q E-Z TREAT TREATMENT UNIT SECTION
D-105 NTS
3' ALL AROUND_
SELECT
BACKFILL FREE
OF DEBRIS
FINISHED
GRADE `31
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
MAY 09, 2024
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SIDE VIEW
NOTES:
1. PROVIDE TANK BALLAST ON SITES WHERE SEASONAL
HIGH GROUNDWATER IS WITHIN 6" OR ABOVE THE
BOTTOM OF THE TANKS.
2. CABLES SHALL BE 3/16" STAINLESS STEEL, LENGTH
VARIES PER TANK.
3. CONNECT CABLE TO REBAR EMBEDDED IN BALLAST
WITH TWO (2) STAINLESS STEEL CLAMPS PER
CONNECTION.
4. TIGHTEN MINIMUM 2 CABLES PER TANK.
5. EACH CABLE SHALL BE A MINIMUM OF 2' FROM END
OF TANK.
6. REBAR SHALL BE NO. 4.
7. BALLAST MAY BE PRECAST OR POURED IN PLACE
USING PLYWOOD FORMS.
8. TOTAL SEPTIC TANK BALLAST SHALL BE A MINIMUM OF
TWO (2) CUBIC YARDS.
9. TOTAL RECIRCULATION/FIELD DOSING TANK BALLAST
SHALL BE A MINIMUM OF TWO (2) CUBIC YARDS.
10. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI.
11. CONTRACTOR MAY USE CONCRETE WHEEL STOPS WITH
MINIMUM CONCRETE MASS PROVIDED WITH APPROVAL
OF ENGINEER.
12. SEE BUOYANCY CALCULATIONS IN APPLICATION PACKAGE
FOR BALLAST DIMENSIONS.
NOTE 1
NOTE 2
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1 TANK BALLAST DETAIL (OPTIONAL)
D-106NTS
1007 4" WELL CAP
BACKUP DISCONNECT
PRIMARY LAMP LAMP UNION (TYP.)
4" 2" 2" 4 CONTROL
101 � WITH ALARM
4 x2"
REDUCER REDUCER
VALVE
BALL 2"x2"x1/2" —
TOP VIEW VALVE REDUCING TEE
NOTES:
1. ULTRAVIOLET LIGHT PURIFIER 4" 2„ — — 2" 4"
UV-102 BY E-Z TREAT.
2. PROVIDE DUAL GFI RECEPTACLE ly
FOR UNIT AND HEAT TAPE. FIELD 4" x 2"
ROUTE 2-#12,1-#12G, IN 3/4" REDUCER 1/2" BALLQ\"-4" x 2"
PVC CONDUIT TO 120 VOLT VALVE REDUCER
SINGLE PHASE 20 AMP BREAKER
AT HOUSE. DISCONNECT
3. ORIENTATION PER SITE UNION (TYP.)
REQUIREMENTS. PRIMARY 100%
LAMP -� _ BACKUP
4. INSTALL 1/2" BALL VALVE FOR LAMP
SAMPLING DOWNSTREAM OF U.V.
UNIT.
5. MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED. NON -CORROSIVE
REFLECTIVE AND ACTION VI©Q(
PROTECTIVE SLEEVE
2 ULTRAVIOLET DISINFECTION
D-106 NTS
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
MAY 09, 2024
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Branch Circuit Protection Device/Disconnect Means Field Provided -
PUMP size per manufacturing specifications for pump/motor
Incoming Power
120/230 VAC, 50/60HZ PUMP LOAD
G L1 L2/N 120/230 VAC, 0-16 AMPS, 50/60 HZ
I T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL
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20A M1 0 GROUND TO
GROUND LUG
CONTROL
Incoming Power
120 VAC, 50/60HZ
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D F2 F1
II II
FS2 - Timer Enable
TB3 TB 1
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FS3 - High Alam,
TB5 TB6At
A2
FS1 - Low AIamI "a
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ALARM BEACON
-®_
21 12
z
SW2 -R314 Al R A2
Testa 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 TBa
S3--High
FBI - Low FS2W- 3 Level
Level Timer Enable
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
--- FIELD WIRING
FIELD SUPPLIED
® TERMINAL BLOCK
TB
Paver Wiring = BLK
120VAC Control Wiring = RED
Neuhal = WHT
Ground = GRN
TIGHTENING
AWO OR TORQUE IN INCH
CIRCULAR
MILLSRE SCRE, EXTERNAL
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12 3s s
10 ss s
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LEGEND
OR, CONTROL RELAY
CB CIRCUIT WEIXER
GL GROUND LUG
SW1 HOA S`MMH
slN2 TEST/SILENCE SwROI
R ALARM BEI
B ALARM BMER
MI MAGNETIC CONTACTOR
G1 PUMP RUN INDICATOR
GL GROUND UIG
FS FLCAT SlVRO1
TD1 RWy Cytl Timer
Off Hrs
On o
0 6 B Off
1
12
Scale (M(�in
® R- On "n
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. WARNINGI Electrical Shock Hazardl 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/Disconnecl Means Field Provided.
E-Z TREAT COMBO SIMPLEX CONTROL PANEL
D-107 NTS
NOTES: � tiLL
ti
1. PANEL BY ALDERON, OR EQUAL. 0 O
2. PANEL TO BE SUPPLIED BY E—Z TREAT. LU ti
3. CONTRACTOR MAY USE COMBINED E—Z TREAT / UV PANEL.
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Terminal Connections
02
C
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CONTROL PUMP
PUMP
W
W
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Incoming Power Incoming Power
Connection
0
120 VAC, 50/60HZ 120/230 VAC, 50/60HZ
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F51 -Low FS2-Le el
Level Timer Enable
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Float Switch Field Wiring
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*FSS - Normally Open, Narrow Angle
O
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*FS2 - Normally Open, Wide Angle
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*FS3 - Normally Open, Narrow Angle
ELECTRICAL SPECIFICATIONS
1. TWO DIFFERENT CONTROL PANELS WILL CONTROL THE WASTEWATER SYSTEM. ONE CONTROLS THE PRETREATMENT 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 PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 230 OR 115 VOLTS, SINGLE PHASE SUPPLIED
FOR THE PUMP.
6. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE ALARM /
CONTROL SIDE OF THE PANEL.
7. THE 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.
8. A MINIMUM CONDUIT SIZE OF 1 1%" SHALL BE FURNISHED AND INSTALLED BE THE ELECTRICIAN AS A CONNECTION BETWEEN EACH
CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS OUT IN THE TANK AREA.
9. 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.
10. 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.
11. ALARMS SHALL BE AUDIBLE AND VISUAL. ALARMS SHALL ACTIVATE AUTO DIALER TO RMSYS SYSTEM.
12. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
13.PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY GENERATOR. PROVIDE DISCONNECT PER NCBC AND
NEC.
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
MAY 09, 2024
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