HomeMy WebLinkAboutSWG2023-00251 - SWG Application / Design - 6/15/2023 MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400
SHETREE ,S 42 TON, ,EXT 584
BELFAIR:360-275-4467,EXT 400
i Public Health & Human Services ELMA:360-482-5269,EXT400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00251
APPLICANT BARTLETT VICKI DAWN & KENNETH Phone:
RAYMOND
Address: 128 E 64TH ST TACOMA, WA 98404
OWNER BARTLETT VICKI DAWN & KENNETH Phone:
RAYMOND
Address: 128 E 64TH ST TACOMA, WA 98404
SEPTIC DESIGNER Tim Quayle-Quayle Septic Designs Phone: 360-440-4249
Address: 140 Maple Ln PORT LUDLOW, WA 98365
Site Address: N Fircrest PI
Primary Parcel Number: 422165100064
Permit Description: New SFR-2BR Nuwater
Permit Submitted Date: 06/15/2023
Permit Issued Date: 08/07/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/15/2026 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
7
OFFICIAL USE ONLY -
MASON COUNTY DATE RECEIVED. / / 13 / (��� ,Fa COMMUNITY SERVICES AM RECEV 5 RECEIVE C Cco
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Public Health(Community Health/Environmental Health) rTi
C CO60-427 9670.M.460 a 360-275-4667.ext.400 V/
415 N.6th Street-Shelton,WA 98584 S W G �3 - 00 a 3\1 o
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ON-SITE SEWAGE SYSTEM APPLICATION D D
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APPLICANT PHONE m
Vicki Bartlett 253-381-0871 z
MAILING ADDRESS-STREET,CITY.STATE,ZIP CODE C
128 E. 64th St., Tacoma, WA 98404 coDE �
SITE ADDRESS-STREET,CITY,ZIP CODE
No site address yet-N. Fircrest PI., Hoodsport #422165100064
NAME OF DESIGNER PHONE
JUN 15 2/93
Tim Quayle - Quayle Septic Designs 360-440-4249 BY
NAME OF INSTALLER PHONE v�-}'-
none yet -. II
PERMIT TYPE(select one) DRINKING WATER SOURCE O
RESIDENTIAL OSS h COMMUNITY OSS COMMERCIAL OSS b-PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) 71.
PUBLIC WATER SYSTEM Lake Cushman 1
Of NEW CONSTRUCTION/UPGRADES 6-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE co
DESIGN FORM(REQUIRED) h SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r I
0 b—WAIVER(S)(IF APPLICABLE) 2 .53 acre 0 1
DIRECTIONS TO SITE AND SITE CONDITIONS:(eat locked gate)
See attached. Near Lake Kokanee (lower Lake Cushman) I
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SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
-Y ECTOR SO OGS 1 COMMENTS/CONDITIONS
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SOIL CODES: z lL C ��l/ — RECORD DRAWING AND INSTALLATION REPORT
V= RY G=GRAVEL S=SAND L-L5A_M Si=SILT C=CLA E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
I P TOR SIGNATURE DATE PPLICATION EXPIRATION DATE PP CATION APPROVED/ISSUED BY DATE
0 1, fiettif _ (5,---2 '). ic27.-\ --;(e
1.. THI F MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 —1222
DES1l1GN FORM—PAGE ONE Assessor's Parcel Number: I la- / -- .,-1 -- y2_0,0_6 y
A design will be reviewed when 3 copies of each of the following are submitted:
''Completed design form that has been signed and dated. ''Scaled layout sketch,including all applicable items on checklist
'"Scaled plot plan,including all applicable items on checklist. ''Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG ,)_O2:5 - 00�5 l Designer's Name: Tim Quayle-Quayle Septic Designs
Applicant's Name: Vicki Bartlett Designer's Phone Number: 360 440 4249
Mailing Address: 128 E.64th St. Designer's Address: 140 Maple Ln.
Tacoma WA 98404 Port Ludlow WA 98365
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon Biofilter 0 Sand Filter ❑ Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
LErAerobic Unit Make/Model NuWater BNR-500 ❑ Disinfection Unit Make/Model NSA Other:
Drainfield Type
❑Gravity 199 Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow: Operating Capacity 240 gpd Length 35 ft
Daily Flow:Design Flow 180 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1000 gal Number 3
Receiving Soil Type(1-6) Type 3 Separation 2 ft
i Receiving Soil Appl. Rate .8 gpd/ft2 Orifices
Required Primary Area 300 ft2 Total Number of Orifices 24
0 Designed Primary Area 300 ft2 Diameter 1/8 in
Designed Reserve Area 300 ft2 Spacing 60 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 105 ft Schedule/Class 40
Elevation Measurements Length 25 fi
Original Drainfield Area Slope 1 % Diameter 1.5 in
New Slope,If Altered N/A % Preferred manifold configuration used? IE'Yes 0 No
Depth of Excavation Up-slope 18 in Transport Pipe
from Original Grade Down-slope 18 in Schedule/Class 40
Designed Vertical Separation 22 in Length 75 ft
Gravelless Chambers Required? ErYes 0 No ❑ Optional Diameter 1.5 in
Pump Required? l 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 8 ,
Diff. in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 22.5 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice ErHigher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 10.4 gpm ErTimer lB$lapse Meter 11R'Event Counter
Calculated Total Pressure Head 13.5 ft If Ti Pp"Irina
BD ,Pump off TBD
Comments
See the attached site specific notes/requirements. AUG
Must perform a drawdown to determine the on and off times. Q 4 2023
MASON COUNTY ENITONIOltN FAL HEALTH
Jew _
DESIGN FORM—PAGE TWO Assessor's Parcel Number:. .1 5-10_ -- ii._. -- E QQ. Y
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Er Test hole locations lit Drainfield orientation and layout Reference depth from original grade:
✓ Soil logs V Trench/bed dimensions and 12 Septic tank
✓ Property lines critical distances within layout B Drainfield cover
El Existingand proposed wells Er D-Boxalve box locations
p p /V Reference depth from original grade
within 100 ft of property Lot Septic tank/pump chamber and restrictive strata:
H Measurements to cuts,banks,and locations &J Laterals,trench bed,top and
surface water and critical areas V Observation port location bottom
0 Location and orientation of Ea Clean-out location 0 Curtain drain collector
curtain drain and all absorption V Manifold placement 0 Sand augmentation
components V Orifice placement Other cross-section detail:
g Location and dimension of Lv( Lateral placement with distance V Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
V Buildings V Audible/visual alarm referenced Yes No
V Direction of slope indicator Er alepf#11tig hown on scale ❑ 'Design staked out
✓ Waterlines 0V E I!
❑ Lot Recorded Notices attached
Er Roads, easements,driveways, 0 V Waiver(s)attached
parking AUG 0 4 2023 ❑ ;Pump curve attached
Evaluation of failure
P1 North arrow and scale drawing shown on scale bar MASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification
J B W ❑ Ef Waste strength
❑ V Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation Gei Yes 0 No
7 9 j
Signature of Designer&1- i4
Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and loca n-s e regulations:
•
L(- K.-- ---z3
E irt .a talV
th Specia is Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
V The design is stamped"Approved"by Mason County Public Health.
V The Onsite Sewage Permit has not expired, the Permit Expiration Date is: 6 ��l r. co
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
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DRINKING WATER&ONSITE SEWAGE SYSTEM SPECIFICATION SHEET Assessor Tax Account Number.
422165100064
A. DRINKING WATER SUPPLY INFORMATION
System Nome System ID
![Public Lake Cushman Water
❑Proposed
❑Private ASSESSOR TAX ACCOUNT NUMBERS FOR PROPERTIES SERVED BY WELL
Existing 0 Individual Water Connection l(Parcel with Well) Water Connection 2(Parcel connected to Well)
0 2-Party
B. SOIL EVALUATION PROFILES
Soil Evaluation Date SOIL LOG NUMBERS MUST CORRELATE WITH SITE PLAN—INDICATE TOTAL
05/31/2023 EXCAVATED DEPTH,SOIL TYPES,WATER TABLE LEVEL&DEPTH OF RESTRICTIVE LAYER
SOIL LOG#1 SOIL LOG#2 SOIL LOG#3 SOIL LOG#4
Downslope Side Measurements Downslope Side Measurements Downslope Side Measurements Downslope Side Measurements
Reserve Primary Primary Extra log
0-24" sandy loam 0-14" sandy loam 0-12" sandy loam 0-16" sandy loam
24-42" type 1 14-32" loamy sand 14-40" type 1, hole 16-30" loamy sand
No water encountered type 3 was deeper but caved. 30-60" type 1
32-60" type 1 No water encountered
No water encountered ;e11/ 1
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AI 4/ '511
R` 1
/09 f wAs`7 1
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C. DAILY FLOW—TANKAGE—TREATMENT
DESIGNED MAX SEWAGE FLOW TRASH/SEPTIC/PUMP TANKS ADVANCED TREATMENT INF. ON , ,
240 Type Size(gal) QTY I "Pro rieta Advanced Treatment ( IM QUAYS , .: �� ')
P ►Y f� TIM QUAYL.E I
Gallons Per Day ❑Trash Tank _ Manufacturer:Enviro-Flo _� Li �NC' we. .
`PROPOSED RESIDENTIAL BEDROOMS f7 xe / 3'
2 ❑Septic Tank Mode,NuWater BNR-500
Maximum Bedrooms 1 000 1 ❑Non-Proprietary Advanced Treatment
PROPOSED TREATMENT LEVEL T/Pump Tank
NuWater 1Device Type:
TL B Other
D. DISPERSAL COMPONENT CONSTRUCTION
DISPERSAL COMPONENT SIZING 1 % TRENCH CONSTRUCTION PROFILE
A.Slope in Primary
Hydraulic Loading Rate of Dispersal Area: 8 T A.Percent Slope in Primary: 1 %
VI E.Additional Cover Required 6" inches
Minimum Dispersal 18
300 A B.Maximum Trench Depth:
Area(Sq.Ft.)In Prima
Primary: D.Trench Width
'"'�`
3'
(Downslope Side Measurements)
Minimum Linear B.Maximum
r Trench depth
Feet or Dimensions: 105 Dispersal 18 inches C.Vertical Separation: 22 .
Component
DISTRIBUTION METHOD Infiltrative
'<•a a a a <•<•<' Surface 3,
❑Gravity Distribution ><><><><><><><><> D.Trench Width: *..
Native < < a < < < < <
> > > > > > > > > C.Vertical
•
Pressure Distribution < a < < < < < <
Soil > r > > > > > > > Separation
><><><><><><><><> 22 inches 6"
❑Drip Irrigation ><><><><>:><><><> E.Additional Cover Required: .4,,..
❑Other: .
• .•.;Restrictive Layer OR HlRhest Seasonal Water Table;_:.
PRD
VE
AUG 0 4 2023
0M COUNTY ENviprv>!ENTAL i rcALTH
J' N
Pump Selection for a Pressurized System-Single Family Residence Project
3O Al, t/72- 6' re_54 `-/taWs �, �� 6 5 )000c,
1 �
Parameters
Discharge Assembly Size 2.00 inches 300 l ! t
vF3om)
Transport Length 75 feet - -
Transport Pipe Class 40
Transport Line Size 2.00 inches
Distributing Valve Model None
Max Elevation Lift 8 feet 250 1
Manifold Length 55 feet
Manifold Pipe Class 40 (Pf3010j
Manifold Pipe Size 1.25 inches
Number of Laterals per Cell 3
Lateral Length 35 feet '
Lateral Pipe Class 40 200
Lateral Pipe Size 1.25 inches g i PF3001 I
Orifice Size 1/8 inches
Orifice Spacing 5 feet p
Residual Head 5 feet 1-
Flow Meter None inches
'Add-on'Friction Losses 0 feet 150
u
Calculations E
>, , . \
Minimum Flow Rate per Orifice 0.43 gpm G
I PF3006J
Number of Orifices per Zone 24 C - - \
Total Flow Rate per Zone 10.4 gpm 100 `
I- ,``
Number of Laterals per Zone 3
%Flow Differential 1st/Last Orifice 0.2 %
Transport Velocity 0.9 fps - �►
i!...
-
4 Frictional Head Losses P
50
Loss through Discharge 0.2 feetJ
Loss in Transport 0.2 feet
Loss through Valve 0.0 feet
Loss in Manifold 0.2 feet (((���
Loss in Laterals 0.0 feet '"'"'"-""Ir.."9" ..."°.....'......4°.. .1
Loss through Flowmeter 0.0 feet I
'Add-on'Friction Losses 0.0 feet 00 5 10 15 20 25 30 35 40
Net Discharge(gpm)
Pipe Volumes
Vol of Transport Line 13.1 gals
Vol of Manifold 4.3 gals PumpData Legend
Vol of Laterals per Zone 8.2 gals
Total Volume 25.5 gals PF3005 High Head Effluent Pump System Curve:—
30 GPM,1/2HP
Minimum Pump Requirements 115/230V 10 60Hz,200V 30 60Hz Pump Curve:
Design Flow Rate C.4 gpm PF3007 High Head Effluent Pump Pump Optimal Ranger
Total Dynamic Head 7 t 30 GPM,3/4HP
230V 10 60Hz,200/460V 30 60Hz Operating Point:
OR e4v./Vg(e ,/,,t_100
PF3010 High Head Effluent Pump Design Point:
30 GPM,1HP
CO 230V 10 60Hz,200/460V 30 60Hz
Ppor I
R ® 30H Effluent Pump /
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O O AUG
G O if ^ 3QV 10 +� 'r0/230/460V 30 60Hz
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S Y S T E M S ..,.. 'C�'WSM 4'
ismomisomi MASON COUNTY ENVIRONMENTAL HEALTH i t J • II
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fS' TIM CUAYLE� 1 ' f��
LICENSID DESIGNER t
Site Specific Notes/Requirements - 50 N. Fircrest Pl., Hoodsport
422165100064
1.This project proposes to construct a new 2 bedroom home with a connection to a separate RV.
2. Install a Enviro-Flo NuWater BNR-500 aerobic treatment device. Install the air motor next to
the house with a riser box, and not on the tank. Install a concrete Hagerman 1000 gallon pump
tank.All lids must be risered up to the surface. The tanks may be re-located as long as they meet
setbacks. Pump, fill and decommission the old 750 septic tank.The old drainfield with no records
is to be abandoned.
3. 105'of pressure infiltrator chambers are required. (3 x 35') Do not use low profile chambers.
Put filter fabric over the louvers. The pipe must be hung in the chambers and not placed on the
trench bottom. Install 1/8" orifices on 5'spacing. Orifices are to be at 12:00. 24 total orifices.
Gravel may be used if desired, if orifice shields are placed at 12:00.
4. The trenches are to be installed level and no deeper than 18". Install during dry weather.
Trenches are to be on 5'centers. Observation ports are required above grade at each end of the
chambers—6 total.The 3 flush ends are to be 4" to 6" combo ports (see drawing).
5.A timer control panel with an Omron timer is required.A high water alarm, event counter and
hour meter are required in the panel. Mount the panel on a 4 x 4 post near the pump tank.
Install a check valve, gate valve and quick release in the pump tank.A shroud is required around
the pump. Install 3 floats in the pump tank (redundant off). See the pump spec sheet attached.
6.The 3 valve box riser is to be at the high point of the laterals. It must have wire mesh below it
with gravel on top to keep rodents out.
7.The pressure system is required to be inspected annually per Mason County.The laterals need
to be flushed out annually.The NuWater ATU and pump chamber also need to be checked for
pumping.This may be performed by the homeowner or an O&M specialist.A report is required
to be submitted.
8. The site plan is not a survey. It is the owners responsibility to verify property line locations
prior to installation.
9. Locate all utilities/water lines prior to starting the install.The water lines next to the deck and
going to the back area must be located. Any crossing of the water lines with the transport line
must sleeve the water lines in Sch 40 pipe 10' of each side. The sewer line is to be below the water
line. Keep any water lines 10'from the new tanks. The water lines can also be re-located 10'from
any septic components.
10. Storm water is to be designed by others. It must be located 30'from all septic drainfield areas.
Divert any surface water away from septic system components.
11.An additional $450.00 inspection/record of construction/setup fee is required to be paid to the
designer prior to the his final inspection/ROC submittal.This is to be put in the installers bid.
i �
APPROVE , Y �'�,
Tim Quayle - AUG 0 I
i ` y , 3)4
Se tic Designs 360 440-42 4 2023 - 's a
Quayle P g ��- �`�`�J ���.���
MASON COUNTY ENVIRONMENTAL HEALTH 1 .• , ////7k
21034602 .f
.J B W j TIM GUAYlE•
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Quayle Septic Designs
General Construction Notes— 50 N. Fircrest Hoodsport
422165100064—Also see site specific notes
1. This is not a survey.All property lines have been demonstrated by the property owners or their
agents. It is the responsibility of the owner or their agent to provide any and all information
pertinent to the development of the septic feasibility/design including gray/black water lines,
utility locations, property lines, easements,buffers, and any other setbacks as determined by
governmental agencies. If easements exist and are not shown, it is the responsibility of the
client to disclose easement locations and the client assumes all liability for any damages
resulting from their omission.
2. Any topography shown is per publicly available GIS data.
3. Water line disclaimer: If the water line needs to be re-located for any reason, the homeowner
assumes all financial responsibility. The installer must verify that the water line location at the
time of installation meets all setbacks.All potable water lines must be at least 10' from all septic
components or be sleeved in accordance with all applicable regulations.
4. All known wells that impact the subject property are shown to the best of our knowledge and
the knowledge of the property owner/client.
5. Dry weather installation and site preparation is required.
6. Protect the primary and reserve drainfield areas from vehicular traffic and storage of building
materials. No foundation spoils are to be placed on any drainfield areas. No burning in any
drainfield areas.
7. Curtain drains may be required or desired at the time of installation, even if it is not shown on
the design.Any costs, including re-design fees are the responsibility of the property
owner/client.
8. Direct all downspouts/surface water away from the drainfield areas.The final grade must direct
surface water away from the drainfield.
9. Storm water systems/I-pits are the responsibility of the client.All setbacks must be maintained.
10. A new design may be required if the house footprint and drainfield are not compatible, if
vertical separation cannot be maintained, or if the soils in the drainfield areas are disturbed or
encroached upon.
11. Tank locations may be re-located as long as all setbacks can still be met.
12. Downslope footing drains must be 30'from any drainfield area. Follow all county setbacks for
stormwater. Stormwater is to be designed by others.
13. Do not make any cuts more than 5'in height within 50'of any drainfield area.
14. Cover material must be sand or type 3 soil and must be seeded after cover.A good type 4 soil
could be used in some cases with designer approval.
15. Winter check inspections, pre and post cover inspections, certification set ups, and the record of
construction drawing are not covered in the design fees.
16. Garbage disposals are not permitted, and this designer is not responsible for any damage that
may result.
17. Waste strengths are not to exceed normal residential waste as determined by local/state
regulations.Actual flows should not exceed 70%of the design flows a e ular basis.
18. Installer and client must verify the location of all stub outs before d t
installation depths. o'v En
19. All new irrigation lines must have back flow prevention installed. AUG 0 4 2023
MASON COUNTYENVIRONMENTAC Fit
HEALTH
rH
20. All access enclosure lids must remain at the surface and be watertight. Use stainless steel
screws where applicable.
21. Do not use the soil logs as a benchmark.
22. Installer to verify soil depths have not changed prior to install.This is to ensure that vertical
separation can still be met.
23. This design does not guarantee building permit approval or if the proposed building location is
in compliance with building codes.
24. The designer is not liable for construction practices during installation or erosion control
problems.
25. Installation of all proprietary products/treatment products must follow the manufacturers
guidelines carefully.
26. A septic tank outlet filter is required to be installed if shown on the design. It should be cleaned
every 6 months.
27. Septic system additives can cause damage and should not be used. Their use will void all
warranties. Only toilet paper and human waste are to be flushed down the toilet.
28. Garbage disposals are not permitted, and this designer is not responsible for any damage that
may result.
29. The client assumes responsibility for filling in the soil logs after the necessary inspections have
been made.
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TIM QUAYLE � ��i�
LICENSED DESIGNER I1
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WATERTIGHT LID VENT(typ) DUAL PORT AERATORI.
RISERS(TYP)
36'MAX. PVC(TYP) o MASTIC -\-
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&REDUCER _—L_ 6• AIRLINE
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2 TEE SLUDGE
2' RETURN LINE
2 PVC1—
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TRASH CHAMBER -Ak- DIGESTER CHAMBER CLARIFIER
OPERATING CAPACITY'463 GALLONS OPERATING CAPACITY:474 GALLONS CHAMBER
FLOOD CAPACITY: 506 GALLONS FLOOD CAPACITY•516 GALLONS 180 GALLONS
FLOOD:191 GAL.
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/ §IDE VIEW
INSTALLATION INSTRUCTIONS
1)Excavate tank hole with vertical walls to 1 foot 4 y
larger than tank on all sides. q 9 2 q
2)If bottom of hole is stony,install 3"of compact r---- 1 r -----1
sand&level out with screed. I I I
3)Install tank in center of hole, keeping 1 ft.void 24•RISERS:VYP) 24"BLOWER I
O'USING CAST
space on all sides. ON TOP OF Li
4)As tankis filling with water, fill void space with
granular(sandy)soil free of large clumps.
5)Install rest of system,& affix risers to adapters C I : .'9
I
with waterproof adhesive. I
6)Perform watertightness test in field as required I
12-RISER I
by local jurisdiction. I I 1
• 7)Upon approval to backfill,carefully backfill TRA SN CHAMBER I QIGE STEP I ,,LARFEl7
with native soils overtop of tank. I IL---- -� L J L __-J I
8) gradethesurfacetoavoidchanelling
Final
surface water toward tank. TOP ViEyy
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