HomeMy WebLinkAbout2355 Red Sky Rd - 194121301001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Telephone: (970) 328-8755
P.O. Box 179 - 500 Broadway, Eagle, CO 81631
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
PERMIT# 2467-07
BUILDING PERMIT# BP- 18620
OWNER: JON TEBOL
PHONE:
MAILING ADDRESS: P.O. BOX 8630, AVON, CO 81620
APPLICANT: DON ODELL, HOLLAND CREEK METRO
PHONE: (970) 926-6060 x 3
SYSTEM LOCATION: 2355 RED SKY RD. LOT 86, RED
TAX PARCEL NO. 194121301001
SKY RANCH, WOLCOTT, CO
LICENSED INSTALLER: DON ODELL, SEPTIC SMART
LICENSE NO. 11-07
PHONE: 343-0229
DESIGN ENGINEER: TOM KALLENBACH, ELIMINITE,
PHONE: (406) 388-7504
INC.
SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE.
INSTALLATION GRANTED FOR THE FOLLOWING: 1,600 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK WITH
ATTACHED 500 GALLON DOSE TANK; MODEL 120 ELIMINITE TRICKLING FILTER UNIT AND 1,875 SQUARE FEET OF
ABSORPTION AREA CREDIT VIA 96 PRESSURE DOSED Q4 INFILTRATOR CHAMBERS CONFIGURED IN FOUR ROWS OF 24
CHAMBERS PER ROW IN SHALLOW TRENCHES. INSTALL EXACTLY AS DEPITCED ON THE REVISION DATED SEPTEMBER 24,
2007.
THE THREE CHAMBER TANK CONFIGURATION WITH SEPARATE ELIMINITE 120 CAN BE CHANGED TO A
RESIDENTIAL ALL -IN -ONE TANK AS DESIGNED BY ELIMINITE WHICH INCLUDES THE TRICKLING FILTER INSIDE
THE TANK, PENDING STATE APPROVAL.
SPECIAL INSTRUCTIONS:
• DO NOT INSTALL IN WET WEATHER OR IN FROZEN GROUND
• CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK -FILLING ANY
PORTION OF THE INSTALLATION OR WITH ANY QUESTIONS
• BUILDING OCCUPANCY CAN NOT BE ALLOWED UNTIL THE SEPTIC SYSTEM IS CERTIFIED AS
OPERATIONAL BY THE DESIGN ENGINEER AND APPROVED BY EAGLE COUNTY ENVIRONMENTAL
HEALTH
ENVIRONMENTAL HEALTH APPROVAL:
R
DATE: SEPTEMBER 24, 2007
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN
BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS
UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA_)
INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM
COMMENTS:
ANYITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A
RE -INSPECTION WHEN WORK IS COMPLETED,
ENVIRONMENTAL HEALTH APPROVAL:
DATE:
Department of
Environmental Health
Eagle (970) 328-8755
Fax: (970) 328-8788
El Jebel (970) 704-2700
TOLL FREE: 800-225-6136
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ISDS Permit # J5 -9-(0y Building Permit # It 2-0
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $373.00
This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and
Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction
site visit or consultation is needed. The re -inspection fee is $55.00.
Make all remittance payable to: Eagle County Treasurer.
Property Owner: Jon Tebol Phone:
Mailing Address: PO Box 8630, Avon, CO 81620
Applicant/Contact Person: Holland Creek Metro District Phone: 970-926-6060ext3
Licensed Systems Contractor: Donald Odell License # 11-07
Company/DBA: SepticSmart,LLc Phone: 970-343-0229cell
Mailing Address: PO Box 1812, Edwards, CO.81632
Permit Application is for: Fx; New Installation (- Alteration (- Repair
Location of Proposed Individual Sewage Disposal System:
Legal Description: SUB: RED SKY RANCH LOT86: R763556
Tax Parcel Number: 194121301001 Lot Size: 1.89acres
Assessor's Link: www,eacilecounty.us/patie/`
Physical Address: 2355 Red Sky Road
Building Type: Fx- Residential/Single Family Number of Bedrooms: 5
Residential/Multi Family Number of Bedrooms:
(-- Commercial/Industrial* Type of Use:
*These systems require design by a Registered Professional Engineer
Type of Water Supply: F- Private Well F- Spring j- Surface F Public
If Public Name of Supplier : Red Sky Ranch
Applicant Signature
Office Use Only
Amount Paid: ;7-%�' p 7�� 0�7�� Cr Receipt*: Check#: Date:
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INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
THIS SET OF PLANS IS NOT FOR CONSTRUCTION UNLESS PROJECT ENGINEER'S
SEAL AND SIGNATURE IS AFFIXED AND A VALID PERMIT ISSUED BY EAGLE
COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, IS POSTED HERE.
DESIGN CRITERIA LOT 86
FACILITY: 5 BEDROOM SINGLE FAMILY HOME
WASTEWATER GENERATION:
2 PEOPLE PER BEDROOM X 75 GALLONS PER PERSON PER DAY X 5
BEDROOMS X 150% PEAKING FACTOR = 1,125 GALLONS PER DAY
ADEQUATE SEPTIC TANK SIZE TO PROVIDE 30 HOUR RETENTION TIME):
1,125 GALLONS PER DAY/24 HOURS PER DAY = 46.875 GALLONS PER
HOUR
46.9 GALLONS PER HOUR X 30 HOUR RETENTION TIME = 1,406 GALLONS
MINIMUM
SEPTIC TANK SIZE IN DESIGN: 1,500 GALLONS
ABSORPTION AREA: 1,125 GALLONS PER DAY / 0.6 GALLONS PER DAY
PER SQ. FT. = 1,875 SQ. FT.
ABSORPTION AREA CREDIT FOR CHAMBERS:
1,875 SQ. FT. - (1,875 X 50%) = 937.5 SO. FT.
REQUIRED ABSORPTION SYSTEM: 937.5 SQ. FT.
CHAMBERS REQUIRED: 937.5 SQ. FT. / 10 SQ. FT. PER CHAMBER = 93.7
CHAMBERS
ABSORPTION SYSTEM LAYOUT: 4 LATERALS 96' LONG, EACH WITH
24 QUICK 4 INFILTRATOR CHAMBERS = 96 CHAMBERS
ABSORPTION AREA ACHIEVED: 960 SQ. FT
LOT 86 RED SKY RANCH
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EAGLE COUNTY COLO O�
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SUBMITTED TO
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PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO
CONSTRUCT AN ADVANCED WASTE\f;ATER
TREATMENT SYSTEM FOR A SINGLE FAMILY
RESIDENCE THAT WILL DISCHARGE TO AN
ONSITE PRESSURIZED DRAINFIELD. THIS
SYSTEM WILL SERVE 1,125 GPD OF
WASTEWATER.
KLL
RED SKY RANCH
CONTACTS/CONSULTANTS
THOMAS J. KALLENBACH P.E.,
WASTEWATER SYSTEM ENGINEER
PHONE (406) 388-7504
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RED SKY RANCH
DON O'DELL
PHONE (970) 845-2937
SYSTEM DESIGN II SHEET INDEX
BUILDING SEWER 4" 0 SCHEDULE 40 PVC
SEPTIC TANK 1,500 GAL. FIBERGLASS INTEGRAL
TO TREATMENT UNIT
PUMP CHAMBER 650 GAL. SINGLE COMPARTMENT
COMBINED W/SEPTIC'iANK
ELIMINITE UNIT OMNI ONE PIECE RESIDENTIAL UNIT
ELIMINITE PUMP HYDROMATIC OSP50, 230 VOLT,
SINGLE PHASE SUBMERSIBLE
ELIMINITE PANEL ELIMINITE DUPLEX PANEL,
230V PUMP CIRCUIT
DRAINFIELD PUMP HYDROMATIC SHEF100M2, 230 VOLT
SINGLE PHASE, SUBMERSIBLE
EFFLUENT PUMP, 2" DISCHARGE
FORCEMAIN 2" SCH 40 PVC SEWER PIPE
SHEET
DESCRIPTION
C1.0
COVER
C1.1
SITE PLAN
C1.2
DRAINFIELD
C1.3
ELIMINITE! SEPTIC TANKS
CIA
CONTROLPANEL
C1.5
NOTES
:HE
DAD
APPROVAL STAMPS
THOMAS J. KALLENBACH P.E.,
THIS SET OF PLANS IS NOT FOR
CONSTRUCTION UNLESS PROJECT
ENGINEER'S SEAL AND SIGNATURE IS
AFFIXED HERE AND A VALID PERMIT
ISSUED BY EAGLE COUNTY
ENVIRONMENTAL HEALTH
DEPARTMENT, IS POSTED.
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UNION WITH ORIFICE
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1.5" SCH 40 PVC
LATERAL (TYP),
90*'ELBOW
2" SCH 40 PVC FORCEMAIN
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ELIMINITE CPOMNPL NIT WITH
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ELEVATION 8003.5!
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INFILTRATOR CHAMBER
SEE DETAIL
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DETAIL 0
5
3
11
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PLANT
SOD S
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STEP 1
SEPARATE TOPSOIL, SOD AND PLANTS DURING
EXCAVATION. MAINTAIN EXISTING SOD AND PLANTS
AS MUCH AS POSSIBLE.
STEP 2
LOOSELY PLACE TOPSOIL OVER TRENCH. REPLACE
SOD AND PLANTS UPRIGHT IN THE TOPSOIL AFTER
CONSTRUCTION.
TRENCH EXCAVATION AND BACKFILL
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PLATE:DETAIL
SEE DETAIL
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PCLEANOUT. SEE.DETAIL.
-. ELIL SEWERINVERT
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SCALE
6 DRAINFIELD
10'-0"
TRENCH 1 EL 7988 + —' 1
TRENCH 2
TYPICAL DRAINFIELD CROSS SECTION
MOUND SOIL TO
COMPENSATE FOR
SETTLING
NATURAL GRADE
1Y2"O SCH.40
PVC LATERAL
e3 TYPICAL
O1'2 SCARIFY TRENCH
BOTTOM WITH HAND
RAKE
TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL
OR MACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOM
4 DRAINFIELD TRENCH DETAIL
TYPICAL UNION PLATE ORIFICE
PLACED INSIDE SCH 80 PVC UNION
g TO ka INCH
THICKNESS
RYP)
1 1/2"
ORIFICE 0 PER LATERAL
DRILLING SCHEDULE SEE
2" SCH 40 C1.2
MANIFOLD —�
ci. TYPICAL
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IIIII I I I I�III A
�IBI IE3
EL 7987 & E
TRENCH 3 EL 7986—
TRENCH 4
1!�" 0 SCH. 40 PVC THREADED UNION
11I�"0 SCH.40 PVC 45° BEND
INSTALL QUICK 4
INFILTRATOR END —/
PLATE
1Y2 0 SCH. 40 PVC BALL VALVE
CLOSED DURING NORMAL
OPERATION. SEE DRAINFIELD
NOTES
iY2"O SCH. 40 PVC SLOTTED FLUSHING LINE.
MAKE SAWCUTS APPROX 3/16" WIDE AND AT
APPROX 4" SPACING
DO NOT CAP END
INFILTRATOR DETAIL
LATERAL DRILLING SCHEDULE
SEGMENT/
LATERAL
NUMBER
TRENCH
BOTTOM
EL. (APPROX.
TOTAL
LENGTH
UNION PLATE
ORIFICE
DIAMETER
NUMBER OF
ORIFICES
NUMBER OF
INFILTRATOR
CHAMBERS
1
7989
96'
NA
19
24
2
7988
96,
15/16"
19
24
3
7987
96'
25/32"
19
24
4
7986 1
96'
11/16
19
24
1Y2"0 SCH 80 PVC
UNION w/
ORIFICE PLATE. FORCEMAIN: APPROXIMATELY 40', OF 2"0 SCH 40 HDPE PIPE.
MANIFOLD: 2"0 SCH 40 PVC END MANIFOLD APPROX. 30' IN LENGTH
2x1Y2" SCH 40 LATERALS: SEE LATERAL SCHEDULE ABOVE
REDUCING TEE
ORIFICES- 3-16" 0 ORIFICES DRILLED 5'-0" O.C., DRILL IN A
MANNER SUCH THAT ALL BURRS ARE REMOVED
13M SCH 40 WITHOUT DAMAGE TO THE ORIFICES.
PVC LATERAL
NOT TO SCALE
MANIFOLD 8 NOTES
INF
SCARIFY TRENCH
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INSTALL PER MANUFACTURER'S RECOMMENDATIONS 9
AND AS DESCRIBED IN NOTES ON PAGE C1.5. U c h
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53021 OR EQUIVALENT OVER FLUSHING VALVE.
USE 6"0 PVC PIPE TO EXTEND VALVE BOX
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FINISHED GRADE
QUICK 4 INFILTRATOR CHAMBER
1Y2"O SCH. 40 PVC LATERAL
KEEP PIPE NETWORK FREE
16 OF DEBRIS
LAST ORIFICE POINTED
DOWN SEE DRAINFIELD
NOTE #2
1. PVC TO BE JOINED W/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART A
SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED W/
COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE
CONTRACTORS EXPENSE.
2. ORIFICES SHALL BE DRILLED ON THE CROWN OF THE PIPE (12:00), EXCEPT EVERY 5TH
ORIFICE WHICH SHALL BE DRILLED AT THE BOTTOM (6:00) FOR DRAINAGE. INSTALL
SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM.
3. CONTRACTOR TO PRESSURE -TEST SYSTEM IN PRESENCE OF THE ENGINEER.
4. TRENCH BOTTOMS ARE TO BE LEVEL.
5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY THE ENGINEER.
6. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR
THE FIRST TOME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK.
7. SLOPE ALL PIPES TO DRAIN.
B. CONTRACTOR SHALL HAVE ADDITIONAL BLANK ORIFICE PLATES AND VARIOUS SIZE
DRILL BITS ON SITE TO ALLOW FOR MODIFICATIONS AS DIRECTED BY ENGINEER.
9. FITTINGS SHALL BE USED IN LATERALS LAYOUT TO MAINTAIN A CONSTANT ELEVATION.
10. DEFLECT/ADD FITTINGS TO CHAMBER AS REQUIRED TO MAINTAIN CONSTANT
ELEVATION.
11. TWO INSPECTION PORTS SHALL BE INSTALLED PER LATERAL.
A B C D E_ F G H€
VALVE BOX FLUSH__\
POLYETHYLENE RISER WATERTIGHT/AIRTIGHT
TO FINISHED GRADE CAST IRON OR PVC`
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JUNCTION BOX
RING AND COVER
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DENITRIFICATION
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A 24 ACCESS OPENING (3) A
RISER DIAMETER THREADED CAP
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CONDUIT TO
CONTROLPANEL
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4" SEWER INLET TO DRAINFIELD
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SLOPE-
ELEVATION 7994'
HIGH LEVEL ALARM
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DRAINFIELD PUMP ON
4" PVC BUILDING SEWER
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— — — — — —
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NOTE: P LACE CLEANOUTS ON BUILDING SEWERS AT CHANGES
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IN GRADE, ANGLES OVER 45°, AND AT 100' INTERVALS
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MATERIAL (AASHTO SPEC.
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LENGTH MINIMUM
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3 PUMP CHAMBER DETAIL
BACKFILL MATERIAL
SPRAY NOZZLE (TYP) SPRAY BAR
6" MIN. -12" MAX,
EFFLUENT FILTER METAROCKO
ELIMINITE tanks must be installed using either pea gravel or crushed stone as
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3
WITH ALARM FLOAT FILL LEVEL
backfill material. If damage is detected, do not attempt repairs. Contact ELIMINITE,
INC. immediately. Telephone fax found the front
\_ TRENCH
WALL
°
o
DENiTRIFiCATiON LINE
SCH 80 PVC UNION, (3)
and numbers are on cover of these
plans. Using other than approved bedding and backfill materials without prior written
6 PIPE INSULATION, <6' COVER
24"ACCESS OPENING (3)
authorization from ELIMINITE, INC. will void the tank warranty.
4LL
PVC BAFFLE TEE
Use of unapproved backfill material may cause tank failure, or damage the tank or
FINISHED GRADE
surrounding property. Backfill material must meet the following specifications: The
4" SEWER INLET
material is washed, free -flowing, and free of ice, snow and debris. When using pea
ELEVATION 7994' 2" PVC OUTLET TO DRAINFIELD
ravel, the material is to be a mix of rounded articles, sizes between 1/8 inch and 314
inch. The pea gravel must conform to the specifications ofASTM C-33, paragraph 9.1,
TYPE "A" OR "B"
sizes 6, 67 or 7. When using crushed stone, the material is to be a mix of angular
VERTICAL TRENCH
particles, sizes between 1/8 inch and 1/2 inch. The crushed stone must conform to
TRENCH BACKFILL
WALLS TO CONFORM
the specifications of ASTM C-33, paragraph 9.1, sizes 7 or 8. No more than 5% (by
TO OSHA
weight) of the material may pass through a #8 sieve. It is recommended that the
materials supplier certifies that the material conforms to ASTM C-33
REGUALATIONS
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and any other
applicable specifications. If material which meets these specifications is not available,
technical ELIMINITE, INC. for information
BACKS LOPE AS
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contact support at on alternate materials
and the for
SPECIFIED TO /
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process approval.
CONFORM TO J
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EXCAVATION PARAMETERS
REGUALATIONS
100 FT^3 METAROCK®
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MEDIA
Follow OSHA regulations for tank excavations. Collapse of excavation walls could
result in death or serious injury.
PIPE BEDDING IMPORTED 3/4" MINUS
°
GEOGRID MEDIA SUPPORT
GENERAL
SELECT BEDDING MATERIAL PLACED
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IN 6" MAX LIFTS AND COMPACTED TO
95% DENSITY ACCORDING TO AASHTO T-99
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The installing contractor must take all precautions necessary to protect employees
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LIQUID LEVEL
working in or near a tank excavation. These precautions should include but are not
BEDDING SPECIFICATION:
limited
to the following: Locate and protect any utility installations near the excavation
SEIVE OPENING % PASSING
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PUMP VAULT � before
opening the excavation. Secure the walls of the excavation. Prevent exposure
3/4" 100
NUMBER 4 24-45
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of
SEPTIC TANK RECIRC./ DOSE TANK hazards
employees to hazardous fumes fromthe excavation. Protect employees from
associated with water accumulation in the excavation. Erect barricades,
NUMBER 200 0-10
3 2
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1500 GALLONS 650 GALLONS DRAINFIELD PUMP
etc.,
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HYDROMATIC SPD100 to
prevent unauthorized vehicle or pedestrian traffic. Inspect, a minimum of once a
TYPE 2 PIPE BEDDING REQUIRED FOR SOFT OR
1
4 day,
the excavation and surrounding area.
UNSTABLE FOUNDATION, AND REQUIRES GEOTEXTILE
REFER TO INSTRUCTIONS, DETAIL FOR ELIMINITEO PUMP
FABRIC BETWEEN TRENCH SIDEWALL AND IMPORTED
BEDDING AND BACKFILL REQUIREMENTS For
HYDROMATIC OSP50
additional information on excavation, trenching and shoring safety practices,
BEDDING. PLACE IN 6" MAX LIFTS AND COMPACT TO 95%
consult
the following OSHA standards: Part 1926, Subpart M (Fall Protection),
DENSITY ACCORDING TO AASHTO T-99. DEPTH VARIES,
NOT TO SCALE 500-503;
and Part 1926, Subpart P (Excavations), 650-652.
BUT MUST EXTEND TO SUITABLE BASE MATERIAL,
2 ELIMINITEO OMNI - SECTION A -A
4 ELIMINITE® TANK NOTES
7 GRAVITY SEWER TRENCH DETAIL
REFERENCE A _ B C _ D _ E G _ HH t J
TB1 L1� 2� 3 —4 5 —6 �7 —® 9� �0 I TB2IT
2❑ —3❑ u I M1 T1 T M2 J I I L� - I I �_J
L1 L1 L1 N
DRAINFIELD DOSE TANK SEPTIC TANK 230 VAC 120 VAC
HIGH LEVEL HIGH LEVEL PUMP CONTROL/DRAINFIELD PUMP INCOMING ALARM PUMPS PUMP
PUMP START ALARM ALARM
ELIMINITE® STOP POWER INCOMING
PUMP POWER ELIMINITE- DRAINFIELD
LOW LEVEL PUMP - PUMP
CUTOUT
FIELD CONNECTIONS*
* TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 F (60 C). FIELD WIRING TERMINALS AND
GROUND LUGS WILL ACCEPT COPPER CONDUCTORS ONLY. TORQUE RATINGS OF FIELD WIRING TERMINAL CLAMPING SCREWS
IS 9 IN-LBS FOR TB1, 32-35 IN-LBS FOR TB2 POSITIONS 1&2, 18-20 IN-LBS FOR-TB2 POSITIONS 3&4, 20 IN-LBS FOR MOTOR
CONTACTORS AND 45 IN-LBS FOR GROUND LUGS.
THE USE OF SEPERATE POWER SOURCES FOR PUMP AND ALARM IS REQUIRED. MAIN SERVICE DISCONNECT PROVIDED BY OTHERS.
CONTROLS INTERFACE WITH NSF AUTO DIALING REMOTE ALARM INDICATOR TO BE PROVIDED BY OTHERS.
COMPONENT/FUNCTION
TYPE
LOCATION
CONTROL PANEL
REF.
CONNECTION
SEPTIC TANK
FLOAT
SEPTIC TANK
TB1
�9
& 10
E
HIGH LEVEL ALARM
EFFLUENT FILTER
PUMP CHAMBER
FLOAT
PUMP CHAMBER
TB1
❑7
& [8]
D
HIGH LEVEL ALARM
30" FROM TANK FLOOR
DRAINFIELD PUMP START
FLOAT
PUMP CHAMBER
TB1
�5
& 6❑
C
27" FROM TANK FLOOR
DRAINFIELD PUMP STOP
FLOAT
PUMP CHAMBER
TB1
❑3
&
g
19" FROM TANK FLOOR
ELIMINITE®PUMP
FLOAT
PUMP CHAMBER
TB1 H & a
A
LOW LEVEL CUTOUT
16" FROM TANK FLOOR
ELIMINITE®PUMP
OSP 50
PUMP
PUMP CHAMBER
M1
T1
& T2
I
DRAINFIELD PUMP
SPD 100
PUMP
PUMP CHAMBER
M2
T1
& T2
J
230V INCOMING
PUMP
TB2 ❑1 &
2❑
G
PUMP CIRCUIT
CIRCUIT
120V INCOMING
CIRCUIT
TB2
&
4❑
H
CIRCUITALARM
ALARM
CONTROL PANEL FUNCTIONS
PANEL VIEW PRESENTED FOR REFERENCE ONLY.
ACTUAL PANEL CONFIGURATION MAY VARY FROM
THE PANEL SHOWN.
1. (TB1) TERMINAL BLOCK
2. (TB2) TERMINAL BLOCK, INCOMING POWER
3. M1 & M2 PUMP MOTOR CONTACTORS
4. SIEMENS LOGIC CONTROLLER/TIMER
5. CIRCUIT BREAKERS
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ELIMINITE® DUPLEX CONTROL PANEL
PART 1-GENERAL
1.1 DESCRIPTION
THIS SECTION COVERS THE CONSTRUCTION OF THE INFILTRATION DRAINFIELD, INCLUDING
CONSTRUCTION OF PIPING NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION,
BACKFILLING, DRESSING AND CLEAN UP OF THE SITE.
PART 2 - PREPARATION
2.1 SITE PROTECTION
BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT DRIVE OVER DRAINFIELD AREA
BEFORE OR AFTER INSTALLATION OF INFILTRATOR CHAMBERS.
2.2 SITE PREPARATION
STEP 1: FENCE THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTION
ACTIVITY ON THE LOT. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOIL
COMPACTION.
STEP 2: STAKE OUT THE DRAINFIELD PERIMETER IN THE PROPER ORIENTATION. REFERENCE
STAKES SET SOME DISTANCE FROM THE DRAINFIELD PERIMETER ARE ALSO REQUIRED IN CASE THE
CORNER STAKES ARE DISTURBED.
STEP 3: CUT AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUND
SURFACE AND THE STUMPS LEFT IN PLACE.
STEP 4: MEASURE THE AVERAGE GROUND ELEVATION TO DETERMINE THE BOTTOM ELEVATION OF
THE DRAINFIELD.
2.3 AT -GRADE SOIL PLACEMENT
STEP 1: KEEP TRUCKS OFF THE PLOWED AREA.
STEP 2: CONSTRUCT TRENCHES 36" WIDE AND 12" DEEP FOR PLACEMENT OF DRAINFIELD LATERALS
AND INFILTRATOR CHAMBERS.
PART 3 - EXECUTION
3.1 SITE PREPARATION AND DRAINFIELD CONSTRUCTION
3.1.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARD
SPECIFICATION FOR PVC PLASTIC PIPE, SCHEDULE 40.
3.1.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D2855,
STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED JOINTS WITH PVC PIPE. PRIMER USED
SHALL IMPART SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCH
COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S
EXPENSE. (SEE SECTION 3.2 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC
PIPE).
3.1.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH INFILTRATION TRENCH.
TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN ACCORDANCE WITH PLAN DETAILS.
FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 INCHES.
>rX3.1.4 DRAINFIELD CONSTRUCTION
STEP 1: ASSEMBLE THE DISTRIBUTION NETWORK. THE MANIFOLD SHOULD BE PLACED SO IT WILL
DRAIN BETWEEN DOSES, EITHER OUT THE LATERALS OR BACK INTO THE PUMP CHAMBER. THE
LATERALS SHOULD BE LAID LEVEL. PRESSURE TEST THE LATERALS PRIOR TO CHAMBER
INSTALLATION (SEE SECTION 3.3 PRESSURE TESTING/SYSTEM PURGING).
STEP 2: INSTALL INFILTRATOR CHAMBERS (SEE SECTION 3.4, CHAMBER INSTALLATION).
STEP 3: MOUND SOIL OVER THE TOP OF THE CHAMBERS TO ALLOW FOR SETTLING AS SHOWN IN
PLANS.
STEP 4: PLANT GRASS OVER THE ENTIRE DRAINFIELD USING GRASSES ADAPTED TO THE AREA.
SHRUBS CAN BE PLANTED IN THE DRAINFIELD AREA.
3.1.4.1 LATERAL ORIFICES ARE TO BE 5/32 INCH DIAMETER. ORIFICES SHALL BE DRILLED ON THE TOP
OF THE PIPE EXCEPT THAT EVERY FIFTH ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE
PIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 24 INCHES FROM THE
BEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A MANNER THAT MINIMIZES DEVIATION
FROM SPECIFIED DIAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHER
MATERIAL ARETO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THE
ORIFICE.
3.1.4.2 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO THE PLAN DETAILS.
3.1.4.3 EVERY PRECAUTION SHOULD BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING
THE PIPE WHILE IT IS BEING INSTALLED. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE
OPEN ENDS OF THE PIPE SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE
ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS THAT HAS ENTERED THE
LINES IN THE PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE
DISTRIBUTION SYSTEM AFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
3.2 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE
JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE A
FUNCITON OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED
INCLUDE (AWWA, 1981):
1. A FINE-TOOTHED SAW
2. A MITRE BOX
3. A SMALL KNIVE, FILE, OR BEVELING TOOL
4. FINE-GRAINED ABRASIVE PAPER
5. CLEAN, DRY CLOTH OR PAPER TOWEL
6. CLEANER, AND/OR PRIMER CAPABLE OF IMPARTING COLOR
7. THE PROPER SOLVENT CEMENT
8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMTER OF THE CASING BEING JOINED OR A
SPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER.
PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHED
AS LISTED BELOW (AWWA 1981). BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY
PRESENT HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS SHOLD BE USED WITH CARE; AVOID
CONTACT WITH EYES AND SKIN AND LONG-TERM BREATHING OF VAPORS.
STEP 1: CUT CASING USING A FINE-TOOTHED SAW AND A MITRE BOX TO AVOID ROUGH OR UNEVEN CUTS.
STEP 2: SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER. REMOVE ALL BURRS AND CUTTINGS.
STEP 3: CLEAN THE CONTACT SURFACES OF THE PIPE END AND SOCKET WITH A CLEAN, DRY COTTON CLOTH
OR PAPER TOWEL. GREASE MUST BE REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT
MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE PAPER AIDS IN THE DEVELOPMENT
OF A BETTER BOND.
STEP 4: CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD "DRY FIT" SHOULD SHOW THE SPIGOT
END ENTERING THE SOCKET TO ABOUT ONE-HALF TO TWO-THIRDS OF ITS DEPTH. SOME MANUFACTURERS
SUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY DIMENSIONED PIPE, BELL, OR
COUPLING SHALL NOT BE USED.
STEP 5: IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE INSIDE SURFACES OF THE SOCKET. THE
PRMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO
PREPARE THE SOCKETS OF A MOLDED COUPLING.
STEP 6: PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC CASING (SPIGOT) END TO PREPARE IT FOR
JOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THE PRIMER.
STEP 7: APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR SURFACE OF THE SOCKET. THE USE OF
TOO MUCH SOLVENT COULD WEAKEN THE CASING WALL.
STEP 8: APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE SURFACE OF THE SPIGOT END OF
THE CASING.
STEP 9: INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY INTO THE SOCKET TO THE ENTIRE
DEPTH OF THE SOCKET WHILE BOTH THE INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING
ARE COMPLETELY COATED WITH WET CEMENT.
STEP 10: TWIST CASING 118 TO 114 TURN THEN HOLD THE SOCKET AND CASING SECTIONS TOGETHER FOR AT
LEAST 15 TO 20 SECONDS OR UNTIL AN INITIAL SET TAKES PLACE.
STEP 11: WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY CEMENTED JOINT SHOULD SHOW A
BEAD OF SOLVENT CEMENT AROUND THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE
SOCKET.
STEP 12: TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET IS
REACHED (TABLE 1).
TABLE 1. SOLVENT CEMENTING OF BELLED END CASING -APPROXIMATE INITIAL SET TIMES*
Temperature Range
During Initial Set
2 and 3 in
Sizes Larger
(51 and 76 mm)
than 3 in
F
Casino
(76 m
15 to 40 -9.4 to 4.4
7.5
15
5 to 15 -15.0 to -9.4
30
60
-20 to 5 -28.9 to -15.0
90
180
*DEVELOPMENT OF FULL OPERATING STRENGTH
REQUIRES CURE PERIODS ABOUT TEN TIMES LONGER THAN
SHOWN BY THIS TABLE.
3.3 PRESSURE TESTING/SYSTEM PURGING
3.3.1 PRESSURE TESTING/SYSTEM PURGING
ONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING AND PURGING, THE SYSTEM IS TO
BE PURGED AND PRESSURE TESTED IN THE PRESENCE OF THE ENGINEER USING THE FOLLOWING
PROCEDURE:
STEP 1: FILL THE DOSE TANK WITH CLEAN WATER.
STEP 2: OPEN ALL FLUSHING VALVES ON EACH LATERAL.
STEP 3: FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THE
LATERALS TO PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THE FORCE
MAIN AND LATERALS.
STEP 4: DRILL 5/32 INCH ORIFICE IN THE CLEANOUT CAP OF EACH LATERAL.
STEP 5: FILL THE DOSE CHAMBER TO THE POINT WHERE THE PUMP(S) ENGAGE(S). THE ENGINEER SHALL
BE PRESENT DURING PRESSURE TESTING OF THE INFILTRATION SYSTEM TO MEASURE THE DIFFERENCE
IN DISCHARGE IN THE LATERAL ENDS.
STEP 6: REPLACE CLEANOUT CAP ON EACH LATERAL WITH NEW, UNDRILLED CAPS.
3.4 CHAMBER INSTALLATION
3.4.1 INFILTRATOR CHAMBERS, MODEL QUICK 4 STANDARD CAPACITY, SHALL BE USED TO COVER THE
LATERALS.
3.4.2 USING A HOLE SAW, CUT ONE HOLE IN EACH END PLATE. THE HOLE SHALL BE SIZED SO THAT
LATERALS PASS WITH LESS THAN 1/4 INCH OF CLEARANCE.
3.4.3 AN ENDCAP SHALL BE SECURED TO THE FIRST CHAMBER WITH FOUR SELF DRILLING SCREWS. THE
DISTRIBUTION LATERAL SHALL PASS THROUGH THE HOLE IN THE END CAP AND THE CAP SHALL BE
RETAINED BY A SLIP X SLIP COUPLING ON THE LATERAL.
3.4.4. STARTING FROM THE FIRST CHAMBER, ADD ADDITIONAL CHAMBERS DOWN THE LENGTH OF THE
LATERAL, FULLY ENGAGING INTERLOCKS AND SECURING WITH FOUR SELF DRILLING SCREWS. SPLASH
PLATES SHALL BE INSTALLED BELOW ALL DOWNWARD POINTING ORIFICES.
3.4.5 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP TO THE LAST CHAMBER WITH FOUR
SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL AND FLUSHING LINE SHALL PASS THROUGH
HOLES IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON THE LATERAL.
3.4.6 BACKFILL CHAMBERS, MANIFOLD, AND RISERS CAREFULLY AS SHOWN ON PLANS AND DESCRIBED
IN SECTION 3.1.4 DRAINFIELD CONSTRUCTION
"*PLEASE NOTE THAT DESIGN AND INSTALLATION OF A SUBSURFACE
DRAINFIELD FOR THIS LOT IS CONTINGENT UPON THE EXISTANCE OF
SUITABLE SOILS TO A DEPTH OF AT LEAST 48" BENEATH TRENCH BOTTOMS
BEFORE BEDROCK IS ENCOUNTERED. THE EXISTANCE OF BEDROCK AT A
DEPTH OF UNDER 48" FROM TRENCH BOTTOMS MAY RESULT IN THE
REQUIREMENT OF AN AT -GRADE OR MOUNDED DRAINFIELD.
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NOTES
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notes