WQ0034380_Fact Sheet_20221216

NCDEQ / DWR / NPDES
SINGLE-FAMILY RESIDENCE FACT SHEET
NPDES Permit NCG551786
November 2022
Sydney Carpenter / Compliance & Expedited Permitting Unit / sydne gMenter&ncdenr.gov
FACILITY INFORMATION
Applicant/Facility Name
Patricia Knoepp & Austin Cathey
6410 Whitt Road
Applicant/Mailing Address
6410 Whitt Road, Durham, NC 27712
Facility Physical Address
6410 Whitt Road, Durham, NC 27712
Proposed Flow
360 GPD (3-bedrooms)
Type of Waste
100% Domestic, Single -Family Residence
County
Durham
Regional Office
RRO
Receiving Stream
STREAM CHARACTERISTICS
UT to Little River Stream Classification
WS-II; HQW; NSW;
CA
Stream Segment
27-2-21-(3.5)
Outfall Lat.
360 07' 17.7" N
7Q10 - Summer (cfs)
assumed zero flow
Outfall Long.
780 55' 28.4" W
7Q10 - Winter (cfs)
assumed zero flow
Drainage basin
Neuse
30Q2 (cfs)
assumed zero flow
Subbasin
03-04-01
Average Flow (cfs)
assumed zero flow
HUC
030202010203
Application Summary
Applicant is seeking coverage under the NCG550000 general permit for discharge of their 100% domestic
waste. The property has a 3-bedroom house with a proposed flow of 360 GPD (120 GPD per bedroom).
The property has an existing, single pass sand filter system which is discharging to an unnamed tributary
on a neighboring property. The system has never been permitted by DWR and the Durham County Health
Department has determined that the original septic system has been compromised and a repair permit
cannot be issued. Along with the installation of the new E-Z Pod treatment system, the wastewater will be
piped to the unnamed tributary on the neighboring property (6418 Whitt Road). The applicants have
acquired an easement from the owners of the neighboring property for the discharge as it would be
hydrologic trespass.
Proposed Improvements and Construction
The existing system will be replaced with the following treatment system:
• Septic tank
• E-Z Recirculation tank
• E-Z Treatment Unit
• UV disinfection
• Recirculation tank
• Discharge piping
Fact Sheet for New Permit/COC
Nov 2022 — NPDES Permit NCG551786 - Page 1

Regional Office Staff Report
A staff report was completed by Jane Bernard (RRO) on October 3, 2022. The report notes that the
unnamed tributary has been utilized by multiple (8+) other neighboring properties for their permitted SFR
discharge systems. As this is a pre-existing discharge system that will be upgraded, RRO does not object
to the issuance of this permit.
Alternatives Summary (EAA):
• Connection to sewer system
o Sewer not currently available for applicant's property. Closest existing sewer is the City
of Durham and is stated as being 8,400 linear feet away. EAA estimates the sewer
connection would cost approximately $831,600.00.
• Ground (subsurface) Adsorption
o Repair permit cannot be issued; unsuitable soil wetness, soil characteristics, and soil
depth. (Durham County — 01/25/2022)
• Non -Discharge (Drip & Spray)
o Repair permit cannot be issued; unsuitable soil wetness, soil characteristics, and soil
depth. (Durham County — 01/25/2022)
• Reclaimed Water
o Applicant states the property is not suitable for a wastewater reuse system due to the size
of the lot.
• Availability of Land
o Availability of land was not evaluated.
Fact Sheet for New Permit/COC
Nov 2022 — NPDES Permit NCG551786 - Page 2

Verify permit Information against BIMs Information. Note any corrections required.
Date 3-Oct-22
(Permit Writer's Name) RO Contact Person: Jane Bernard
Regional Office RRO
!rmit Number NCG551786
!rmittee Patricia Knoepp 1 Austin Cathe
cility Name/Address 6410 Whitt Road, Durham, NC
cility County Durham
%ximum permitted flow 1360 gallons/day
ite of Last inspection 118-Feb-22
h is the permit needed? What is triggering the need for a Permit?
Unpermitted properly functioning sandfilter discharge system
Unpermitted failing sandfilter
Permitted failing system
Failed subsurface system
Expanding capacity of existing discharging system
Building a new single-family home, requesting a new coverage under NCG55
Functioning existing subsurface system: Owner can't expand existing system due to site constraints.
new discharging system to accommodate existing and new flow.
Other: Monitoring requirements for NC0089583 are 2x's per month and park staff are having trouble
finding the time and getting the appropriate flow to complete the sampling requirement.
issible alternatives: spray irrigation sewer subsurface discharge none other
-scribe alternatives: NONE
cation of proposed/new Discharge Point(s): Latitude 36007'17.701 N ]Approximate
Longitude 78°55'28.35' W
:scribe the outfall point in detail using information from the Addendum
itfall will be located on neighboring property (easement included) discharging directly to an unnamed tributary
ooked Creek. This flow path has been previously Permitted by multiple discharging SFR's.
itfall drains to: River Basin Neuse Receiving Stream Crooked Cree
Sub -basin NEU01(03-04-01) Stream Classification WS-IV;NSW
Stream Index 27-2-18
:view Special Conditions/suggested changes/additional information needed/setback violations:
7 Recommendation: This is an pre-existing, discharge system that will be upgraded. The RRO does not
object to upgrading the facility and the issuance of this permit in accordance with the
current policy of Single Family NPDES Discharge.
ipervisor approval A� Date:

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHAM E. ROGERS, JR.
Director
MEMORANDUM
NORTH CAROLINA
Environmental Quality
December 7, 2022
To: John Hennessy
NC DEQ / DWR / Water Quality Permitting Section
Central Office
From: Sydney Carpenter
Compliance and Expedited Permitting Unit
Subject: Review of Discharge to Surface Waters Designated Water Supply (WS)
• UT to Little River [Stream Index: 27-2-21-(3.5)]; WS-11, NSW, HQW, CA
• 100% Domestic discharge; max 360 gpd (3-bedroom at 120 gpd each)
For: Michael Pope — Single Family Residence
6410 Whitt Road, Durham, NC 27712
NCG551786 — Certificate of Coverage
under General Permit NCG550000
Durham County
XUpon review of the subject system and discharge, DWR concludes that the outfall is located at a sufficient
distance from any known or proposed public water supply intake so as not to adversely impact water quality.
This assumes that the Permittee will properly operate and maintain the facility in accord with this COC and
the subject NPDES General Permit.
❑ Concurs with issuance of the above permit, provided the following conditions are met:
❑ Opposes the issuance of the above permit, based on reasons stated below, or attached:
Signed Date:12/07/2022
MEQQ�North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
IICAfE v1m 919.707.9000
oeyartmen� m Envlronmen�al0uai�

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NPDES DISCHARGE SYSTEM
WITH TS=II PRETREATMENT
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VICINITY MAP
I COPYRIGHT ® 2022
PROJECT No. A00601.00
6410 WHITT ROAD
DURHAM, NC 27712
PARCEL ID#: 167520
SCHEDULE OF DRAWINGS:
C-100
COVER SHEET
C-101
OVERALL SITE PLAN
C-102
SYSTEM SCHEMATICS &
MAINTENANCE SCHEDULE
C-103
DISCHARGE LINE PLAN AND PROFILE
C-104
TREATMENT SYSTEM DETAIL KEY
D-101
DETAILS 1 OF 5
D-102
DETAILS 2 OF 5
D-103
DETAILS 3 OF 5
D-104
DETAILS 4 OF 5
D-105
DETAILS 5 OF 5
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20' CONSTRUCTION EASEMENT -i Q
ADJACENT BOUNDARY 1. BASEMAP COMPILED FROM NC ONEMAP, d O
10' PERMANENT EASEMENT DURHAM COUNTY GIS AND SURVEY PROVIDED
BOUNDARY (PROPERTY) 8Y: w Lu
H CONTOURS - INDEX 0
\ / POINT OF DISCHARGE. INSTALL 1/4" S.S. WIRE MESH CANDY SURVEYING
C RODENT SCREEN (OR EQUAL) AROUND DAYLIGHT END CONTOURS - INTERMEDIATE 1154 SHONELE LANE
N/F �`�`` \�� OF PIPE AND SECURE WITH HOSE CLAMP. STABILIZE STEM, NC 27581
E ELECTRIC LINE
JEFFREY S TILLEY OUTLET WITH RIP RAP. PIPE OUTLET SHOULD BE A [phone]
SHERRI H TILLEY, MINIMUM OF 6" ABOVE CREEK TO ALLOW FOR x EXISTING FENCE W
PIN # 0826-03-23-2235 SAMPLE COLLECTION. 1. CONTRACTOR IS RESPONSIBLE FOR =
DB 2520 PG 702 \� \ �w WL WETLANDS COORDINATION OF ALL TRADES AND H g
PB 66 PG 1 \ \ AMY M NORFLEET SUBCONTRACTORS. CONTRACTOR IS ALSO Q W Z
PIN IT DB 3871 PG 900 188 — — — — — — — EDGE OF PAVEMENT RESPONSIBLDIMENSIONS,EELEVATIONS. ANFOR FIELD RDL�OCATIONS OF Z O } Z
PB 67 PG 3 100 YEAR FLOOD PLAIN ALL EXISTING CONDITIONS AND UTILITIES. N Oa N Q
1"IP \``�� �`�� CO CLEAN OUT 2. CONTRACTOR SHALL COMPLY WITH ALL Q a: Lu Lu
�— x �� CP CONTROL PANEL APPLICABLE SOIL EROSION AND �_ W W O
4� 1g 6 `�`� ` SEDIMENTATION CONTROL REQUIREMENTS. a8 Q
NT7 42 EZRT E-Z TREAT RECIRC. TANK CL
CL = = d U
3. CONTRACTOR SHALL COMPLY WITH ALL W
E-Z E-Z TREAT TREATMENT UNIT APPLICABLE OSHA, NCDOT AND SAFETY 0
REQUIREMENTS. Z xI
ST SEPTIC TANK Y �p V)
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING Lu =
UV ULTRAVIOLET DISINFECTION Q p O
CREEK TOP ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY V
OF BANK AND AT NO ADDITIONAL COST TO THE Z 3
\ EX. DRAIN �`\ \� OWNER. ~
5. DESIGN IS FOR A 3-BEDROOM HOME WITH A d
DESIGN FLOW OF 360 GPD.
5�0 RIPARIAN �wf�C S 6. DWELLING IS SUPPLIED BY AN EXISTING O O N
1 / / BUFFER _
WELL.
IN,
LL
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to
x —� V `� `�g PRE -APPROVED BY THE ENGINEER. m o
\ PROPOSED 4" SCH. 40 PVC GRAVITY lip� `�` N/F 8. IF THERE IS A GARBAGE DISPOSAL, IT SHALL
LINE TO POINT OF DISCHARGE �\ MICHAEL S POPE
C EX. FENCE \ \ BE DISCONNECTED AND REMOVED FROM
\ JESSICA B POPE o 0
PIN / 0826-03-23-4191 HOUSE. c W) Lo
DB 8114 PG 134 dx M ` 9. INSPECT EXISTING SEPTIC TANK. REPLACE IF LJ N tO PB 67 PG 3 NOT IN GOOD CONDITION. Q
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PB 3�PG 21 \ �� GRAPHIC SCALE: 1 " = 3q
0 15 30 60 90

OPERATING REGIME FOR E-Z TREATMENT SYSTEM
SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO
DOSE THE E-Z TREAT TREATMENT UNIT (FILTER POD) WITH 36 GALLONS OF
SEPTIC TANK EFFLUENT EVERY 21-37 MINUTES. 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 MAY LOG AND RECORD, FOR LATER RETRIEVAL OR
TRANSMISSION, THE TIMES OF OPERATING CYCLES, GALLONS DOSED 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, 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.
MAINTENANCE SCHEDULE
Mai
ERFOUFNCY
T65K
SEPTIC TANK
3 - 6 MONTHS
CHECK FOR SOLIDS ACCUMULATION,
BLOCKAGES. OR BAFFLE DAMAGE,
IN/EXFlLTRATION, PUMP SEPTAGE.
CLEAN EFFLUENT FILTER.
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
RECIRCULATION TANK
WEEKLY
CHECK PUMPS, CONTROLS, ALARMS,
ELAPSED TIME METERS.
3-6 MONTHS
CHECK FOR SOLIDS ACCUMULATION,
IN/EXFlLTRATION.
12 MONTHS
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
GRAVITY LINES
6-12 MONTHS
CHECK FOR EXPOSED PIPE AND
LEAKAGE.
E-Z TREAT TREATMENT
MONTHLY INSPECT CONTROL/ALARM PANEL,
SYSTEM
PUMPING SYSTEM EFFLUENT
FILTERS/PUMP SCREENS, PROCESSING
TANK, AND E-Z TREAT POD FILTER.
(TREATMENT UNIT)
ANNUALLY CHECK AND/OR REPLACE BATTERIES IN
FLOW METER. (IF APPLICABLE)
ULTRAVIOLET DISINFECTION
3-6 MONTHS WIPE (CLEAN) W LAMPS.
UNIT
CHECK INTENSITY AND REPLACE LAMP
WHEN REWIRED.
FIN. GRADE t498.0'
- GROUND EL. t493.0'
- DWELLING
F.F.E. t500.0' — —
(ASSUMED) 4" SCH. 40 PVC ® 2.00% MIN. IN EL.
f490.5' EL.
±497' (DWELLING) f490.3'
1.000 GALLON
SEPTIC TANK
NOTES:
1. TANK LOCATIONS ARE NOT TO SCALE SO AS
TO SHOW EACH TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
POD FILTER
INV.EL.
t490.2' GROUND EL. t493.0'
INV.EL. BYPASS 0
±490.1' INV.EL. 489.9
1,000 GALLON
E-Z TREAT
RECIRCULATION TANK
4" SCH. 40 PVC
TREATMENT SYSTEM SCHEMATIC / PROFILE
NTS
UV
4" SCH. 40 PVC
LEGEND
FORCE MAIN
GROUND — —
GRAVITY LINE
FLOW DIRECTION 10.
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POINT OF DISCHARGE. INSTALL 1/4" S.S. WIRE
MESH RODENT SCREEN (OR EQUAL) AROUND
DAYLIGHT END OF PIPE AND SECURE WITH HOSE
j CLAMP. STABILIZE OUTLET WITH RIP RAP. PIPE
OUTLET SHOULD BE A MINIMUM OF 6• ABOVE
CREEK TO ALLOW FOR SAMPLE COLLECTION.
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HORIZONTAL: 1"=20' ; VERTICAL 1"=4'
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NOTES
1.
ALL PIPING SHALL BE SCH 40 PVC UNLESS
J Lo
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL
L
BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
<
Q
OTHERWISE.
W
2.
ALL TANKS SHALL HAVE A MINIMUM 28-DAY
f —
— — — — — — — — — — IT
— — — — — — — —
--
CONCRETE STRENGTH OF 4500 PSI.
3/4" GATE VALVE (FIELDDJUST
3.
TANKS SHALL MEET REINFORCING REQUIREMENTS TO
TO 4 GPM FOR E-Z TR
SPIN
ACCOMMODATE 300 POUNDS PER SQUARE FOOT.
r
FILTER RETURN FLOW)
I
EITHER STEEL REINFORCING WIRE, REBAR OR
W
3/�" SCH. 40 PVC ECIRC. LINE
APPROVED FIBER MAY BE USED.
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4.
ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM
U ~
CLEAN
A
OF 24 INCHES. EXCEPTIONS MAY BE MADE ON A
Z to W
U
Z
OUT ��
�� 1,000 GALLON SEPTIC TANK I
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I D_101
4" SCH.
CASE BY CASE BASIS WITH E-Z TREAT'S PRIOR
WRITTEN APPROVAL. ALL ACCESS OPENINGS SHALL BE
— p }
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FLOW
N Q
FROMICHO SE —� //
\1 ST- 02 OR APPROVED EQUAL
40 PVC
FITTED WITH E-Z SET RISER ASSEMBLIES. SERVICE
ACCESS OPENINGS FOR THE RECIRCULATION CYLINDER
p 0 W W
Z
(REPLACE IXISTING TANK IF NOT I
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a
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SHALL BE A 30-INCH OPENING AND FITTED WITH AN
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1
IN GOOD CONDITION)
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E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC RATED
tl — Q �
U
EFFLUENT
SEE D-102 FOR
TANKS SHALL HAVE CONCRETE RISERS.
W
_ _ I
�
FILTER _
I CONTINUATION)
5.
ALL JOINTS (TOP -SEAM) SHALL BE SEALED USING
O o -
p
Q
FILTER
CONCRETE SEALANTS BUTYL SEALANT If CS-102
Z v H
Y
Ix
SERVICE
MEETING ASTM C-990.
Q W =
24"0 E-Z SET RISER W/COVER I
HANDLE
I
6.
TANKS SHALL BE LEAK -TESTED PRIOR TO SYSTEM
O
U a.
p
(TYP. UNLESS OTHERWISE NOTED)
START UP BY APPLYING A VACUUM OF 4-INCHES OF
Z
IF BELOW DRIVEWAY OR PARKING LOT THEN
I
MERCURY WITH RISER ASSEMBLIES IN PLACE OR WITH
Q
USE ONLY TRAFFIC RATED DEVICES
APPROVAL BY E-Z TREAT, A 24-HOUR STATIC WATER
tl
TEST, IN ACCORDANCE WITH ASTM STANDARDS.
L-- — -- — ———————— — — — — II — — — — — — — —-
7.
NON -CONCRETE TANKS SHALL NOT BE USED IN
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PRIOR WRITTEN APPROVAL BY E-Z TREAT.
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8.
ALL PIPE PENETRATIONS THROUGH PRECAST
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CAST -A -SEAL 402 RUBBER BOOTS AND GROUTED.
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1 SEPTIC TANK 9. THE FILTER POD INVERT OUT SHALL BE A MINIMUM
OF 6' ABOVE THE INVERT IN OF THE RECIRCULATION
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TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER IS
,
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24'0 E-Z SET RISER
GREATER.
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10.
CONTRACTOR MAY USE LARGER TANKS.
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11.
MAXIMUM COVER OVER NON H-20 TANKS SHALL BE
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FLEX
TO ORDERING RISERS
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WATER TIGHT SEAL
12.
SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM
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INLET TEE IN SEPTIC TANK RISER
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13.
SEE C-101 FOR GENERAL NOTES.
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14.
LENGTH, WIDTH, AND DEPTH OF TANKS WILL VARY
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LINE FROM E-Z TREAT TEE
PER MANUFACTURER.
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MAY USE COMBINATION SEPTIC TANKS AND
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RECIRCULATION TANKS RATHER THAN SEPARATE IF
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NECESSARY OR DESIRED BY OWNER.
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INV. IN
(SEE D-102 FOR
15.
IN AREAS WITH LOW ALKALINITY WATER, INSTALL t55
H
(SEE SHEET C-102)
WATER LINE
CONTINUATION)
LBS. OF MARBLE ROCK ( 1 "-3" DIAMETER) IN
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24"x24" MESH BAGS. USE 1 BAG PER E-Z TREAT
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POD. PLACE MARBLE ABOVE "BEAD" PILLOWS.
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MIN.
ENGINEERS APPROVED EQUAL
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— — — — — — — — — — —
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--------------3 4" SCH. 40 PVC -RECIRC_LINE-TO SEPTIC---
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CLEAN I 12" MIN. LENGTH
OUT I FLEX PVC
(SEE D-101 FOR ® 1 11 1,000 GALLON RECIRCULATION/PUMP TANK
CONTINUATION) O 1 BY DAVID BRANTLEY do SONS
PT-237 OR APPROVED EQUAL
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SPIN FILTER
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4" SCH. 40 PVC
DROP TEE (TYP.)
17�
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PVC RECIRC. LINE
ALL TANKS REQUIRE A
6- THICK #57 STONE
BEDDING (TYP,)
RECIRCULATION TANK SECTION
NTS
30"0 E-Z SET RISER
W/COVER (TYP)
3/4" BALL VALVE
3/4" UNION
FLOAT TREE
BRACKET
FROM E-Z
TREAT POD
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OR BYPASS
VALVE
W/FLOW
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/ 4" X 2" REDUCER
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D��I�Z/O`�
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ALARM LIGHT
CONTROL PANEL (LOCATED
WITHIN 10-FEET OF TANKS)
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7
LINE TO FILTER POD CONTINUATION)
HIGH WATER ALARM=
NOTE:
40" ABOVE FLOOR
UV UNIT NOT SHOWN FOR
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EFFLUENT BYPASS
DOSE ENABLE-
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PUMP OFF=
3/16- ANTI -SIPHON
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HOLE (TYP)
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1-1/2" SCH. 40
SWITCHES (4)
PVC FLOAT TREE
3-
STA-RITE MULTI -STAGE
SUBMERSIBLE PUMP PART 3" PVC STAND
NUMBER STEP 30 1/2 HP
OR EQUAL PER E-Z TREAT
-A IF.
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EFFLUENT BYPASS
VALVE BY E-Z TREAT
GRADE
• . I \ I I /- 4" 90' BEND
4" FROM FILTER POD
1
4" SCH. 40 PVC
%FLOW CONTROL
CROSS (TYP.)
WEIR
` 4" TO ULTRAVIOLET
WATER LEVEL PLATE
DISINFECTION UNIT
4" SCH. 40 PVC
(FIELD ADJUST TO SHUT
(IF APPLICABLE) OR
OFF RETURN FLOW TO
FIELD DOSING TANK
FLOAT BALL
RECIRCULATION TANK AT
6" BELOW SECONDARY
TIMER ELEVATION)
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ALL TANKS REQUIRE A 6"
THICK STONE BASE (TYP.)
A EFFLUENT BYPASS VALVE SECTION
NTS
PRECAST CONCRETE
"nnmi)T" (n DTIn ALAI )
PIPING TO BE 4" SCH. 40 PVC
GRAVITY CLEANOUT
D oI NTS
1-1/2"x1-1/2"x3/4"
PVC REDUCING
TEE
3/4" SCH. 40
PVC RECIRC LINE
30"0 RISER W/COVER
SEE GEN. NOTES
1-1/2" ELBOW (TYP.)
1-1/2" SCH. 40
PVC FULL UNION
(TYP.)
1-1/2"" PVC CHECK
3/4- PVC VALVE
GATE VALVE
13/4-1-1/2" SCH.40 PVC LINE TO
FRFILTER POD (TREATMENT POD)
PU
3/4" 90' ELBOW
RECIRCULATION TEE SECTION
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TWO (2)
#4 REBAR
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NOTE1
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
5
TANK BALLAST DETAIL
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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 WITH
SOIL STABILIZATION (TYP. OF 4)
4" CPP (SEE SITE PLAN FOR
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DISCONNECT
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UNION (TYP.)
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4" 2"
2' 4"
0
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PRESSURE GAUGE 1-1/2=VALVE o D-105
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17"
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REDUCER
REDUCER
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4" SCH. 40 PVC
TOP VIEW
90' ELBOW (TYP.) NOTES*
11-1/2" 4"j 1. PROVIDE UNDERDRAIN ON SITES WHERE SEASONAL HIGH
CONTROL
GROUNDWATER IS WITHIN 6" OR ABOVE THE BOTTOM
WITH ALARM
OF THE TANKS.
2"x2"x1/2"
REDUCING TEE
E-Z TREAT TREATMENT UNIT PLAN
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TOP OF
4" 2"
2"
POD 3' ALL AROUND
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SELECT BACKFILL
E-Z TREAT POD FILTER SYSTEM FREE OF DEBRIS
4" x 2"
BALL
REDUCER
VALVE
VALVE
FINISHED
30' DIA.
4 GRADE
1-1/2"0 3.1
E-Z SET
RISER
DISCONNECT
UNION (TYP.)
SUPPLY
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100%
1
LAMP
BACKUP
LAMP
[712)
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REFLECTIVE AND
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PROTECTIVE SLEEVE
4" CPP PER THICK �j57
TUBING (SLOTTED) STONE BEDDING
AROUND POD (TYP.) (TYP.) SEE SHEET
C-102 FOR
INVERT OUT
E-Z TREAT TREATMENT UNIT SECTION
NTS
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ULTRAVIOLET DISINFECTION
MOTES:
1. ULTRAVIOLET LIGHT PURIFIER
UV-102 BY E-Z TREAT.
2. PROVIDE DUAL GFI RECEPTACLE
FOR UNIT AND HEAT TAPE. FIELD
ROUTE 2-#12,1-#12G, IN 3/4"
PVC CONDUIT TO 120 VOLT
SINGLE PHASE 20 AMP BREAKER
AT HOUSE.
3. ORIENTATION PER SITE
REQUIREMENTS.
4. INSTALL 1/2" BALL VALVE FOR
SAMPLING DOWNSTREAM OF U.V.
UNIT.
5. MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED.
4"
4" x 2"
REDUCER
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Branch Circuit Protection Device/Disconnect Means Field Provided -
PUMP size per manufacturing specifications for pump/motor
Incoming Power
1201230 VAC, 50160HZ PUMP LOAD
G L1 L2/N 120/230 VAC, 0-16 AMPS, 50160 HZ
L3 T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL T
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L7 �--T1 T1—T��j1 �— PUMP1
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20A M1 GROUND TO
GROUND LUG
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
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- — - FIELDWIRING
FIELD SUPPLIED
® TERMINAL BLOCK
TB
Prover Wring = BU(
F1, F2 FUSE MUST BE
120VAC Control Wring = RED
,� REPLACED WITH 1 AMP
Smm)(20mm TYPE
Nou6al = WHT
FAST ACTING 250 V MAX.
Ground = GRN
oR
.RIR ILL s
SIZE
This control panel is for timed dosing applications. When
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the timer enable float is up, the timer will start timing for the
duration of the "Off' time and when complete, the pump will
LeGENo
start for the duration of the "On" time. Both Off and On
a
c—DL REuv
times are adjustable. This pattern repeats until the timer
®
ORCUm Bna1SR
enable float lowers and turns off. The Low float acts as a
a
caou"o we
redundant off and will also activate the alarm. If the level
R
AWiM BEACON
reaches the High float switch, the alarm will activate.
e
M1
AiAan &PIER
F GNETIC COW-
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GL
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PUMP RUN INpIGTW
GROUND LL1G
FUGAT swop
TB1 TB2 TB3 TB4 TBS T06
It,�VS 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
Off
On o
0 6 B Off
1
12
Sra le Min
® G-
R- 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 Hnanit 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. J
E-Z TREAT SIMPLEX CONTROL PANEL
NOTES:
1- PANEL BY ALDERON, OR EQUAL. J Ln
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2. PANEL TO BE SUPPLIED BY E—Z TREAT. t— O
W to
3. CONTRACTOR MAY USE COMBINED E-Z TREAT / UV PANEL. 0
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Terminal Connections
CC
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CONTROL PUMP
PUMP
Q
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Incoming Paver Incoming Power
120 VAC, 50160HZ 1201230 VAC, 50/60HZ
Connection
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ECTRICAL 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.
- 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.
_ SEkL
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