HomeMy WebLinkAboutSWG2026-00074 - SWG Application / Design - 4/14/2026 i�ASO IV COUNTY 415 N 6TH STREET,SHELTON,WA E 98584
• SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2026-00074
APPLICANT Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
CONTACT Barry Tharp Phone: 425-299-0459
Address: 24113 56th Ave W MOUNTLAKE TERRACE, WA 98043
OWNER NEVINS JAMES & GRACE Phone:
Address: PO BOX 266 HOODSPORT, WA 98548
Site Address: 101 N Mount Jupiter Dr
Primary Parcel Number: 422045000072
Permit Description: 3BR NuwaterBNR500 + Drip
Permit Submitted Date: 03/16/2026
Permit Issued Date: 04/14/2026
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/26/2029 (based on date of inspection)
Permit Conditions:
I Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
5 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
7 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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY DATERECENED: O2 / ^/ cp
�
• • • AMOUNT RECEIVED: RECEIVED BY:
Public Health & Human Services v m
Environmental Health 360-427-9670,ext.400 or 360-27S-4467,ext.400 ≤ CA
415 N.6th Street-Shelton,WA 98584 SWG — o N
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m m
Barry Tharp 4252990459 z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
24113 56th Ave W Mountlake Terrace WA 98043 00
m
SITE ADDRESS-STREET,CITY,ZIP CODE
A
101 Mount Jupiter Drive Hoodsport 98548 I 4.
NAME OF DESIGNER PHONE �p
ADAM HUNTER \"J 3607531226 I CD
CD
NAME OF INSTALLER PHONE I CD
TBD ® TBD < N
PERMIT TYPE(select one) DRINKING WATER SOURCE Cl)
0
RESIDENTIAL OSS COMMUNITY OSS CO AL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) ❑ PUBLIC WATER SYSTEM LAKE CUSHMAN
❑✓ NEW CONSTRUCTION/UPGRADES ❑REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE 03
DESIGN FORM(REQUIRED) ❑■ SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r-
❑ WAIVERS (IF APPLICABLE) 3 n
WAIVER(S) 0.22 YES NO
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
LAKE CUSHMAN RD TO A RIGHT ON DOW MOUNTAIN TO A RIGHT ON MT JUPITER TO SITE ON THE
LEFT.
I- I
O
I
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❑ BUILDING PERMIT❑HOME SALE❑ COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
cC
L( 5 t5
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
I P CTOR SIGNATURE n DATE APPLICATION EXPIRATION DATE APP ICATION APPROVED/ISSUED BY DATE
T I FF MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 422045000072
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"X17"
PARCEL IDENTIFICATION
Permit Number: SWG oZ ci(.p' cxxsi'-( Designer's Name: ADAM HUNTER
Applicant's Name: Barry Tharp Designer's Phone Number: 3607531226
Mailing Address: 24113 56th Ave W Designer's Address: PO BOX 162
Mountlake Ter WA 98043 City State Zip OLYMPIA WA 98507
City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.C
DESIGN PARAMETERS
Treatment Device
Glendon QSand Filter QMound QSand Lined Drainfield QRecirculating Filter 0 ATU BNR500 ❑Other
Treatment Level(check all that apply): ❑ A O B ❑ C ❑BLl ❑BL2 ❑BL3 ❑E O N
Drainfield Type
❑ Gravity O Pressure O Trench ❑Bed E Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class DRIP
Daily Flow: Operating Capacity 270 gpd Length 225 ft
Daily Flow: Design Flow 360 gpd Diameter 1/2 in
Septic Tank Capacity(working) 1200 gal Number 2
Receiving Soil Type(1-6) 4 Separation 1.5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 675 ft2 Total Number of Orifices 450
Designed Primary Area 700 ft2 Diameter DRIP in
Designed Reserve Area 900 ft2 Spacing 12 in
Trench/Bed Width 18.9 ft Manifold
Trench/Bed Length 37.2 ft Schedule/Class 40
Elevation Measurements Length 40 ft
Original Drainfield Area Slope 0 % Diameter I in
New Slope,If Altered 0 % Preferred manifold configuration used? ®Yes®No
Depth of Excavation Up-slope 12 in Transport Pipe
from Original Grade Down-slope 12 in Schedule/Class 40
Designed Vertical Separation >12 in Length 40 ft
Gravel-based Drainfield Required? Oyes ®No 0 Diameter I in
Pump Required? ®Yes ONo Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 30GAL gal
Drainfield Squirt Height/Selected Residual(head) DRIP ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice®Higher®Lower than Pump Shutoff Per 1�.oi}t�ol� ,�lerase c'he�]c hose required.
Capacity @ Total Pressure Head 7 4 gpm tii a4 se Meter Q Event Counter
Calculated Total Pressure Head 123.0 ft ''If Timer: Pump on 33 14 ,Pump off 2HRS
nra I I. •,^�+>�
Comments ".' r y ° ° �" `e""° `s'',
MASON COUNTY ENVIRONMENTAL HEALTH
R n.,;c.Yrr• -rt t MMc
DESIGN FORM—PAGE TWO Assessor's Parcel Number 422045000072
Permit Number: SWG - 00074
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
L°I Test hole locations Q Drainfield orientation and layout Reference depth from original grade:
M Soil logs [!I Trench/bed dimensions and Septic tank
0 Property lines critical distances within layout Q Drainfield cover
13 Existing and proposed wells Q D-Box/Valve box locations
p p ose Reference depth from original grade
within 100 ft of property Q Septic tank/pump chamber and restrictive strata:
El Measurements to cuts,banks, and locations Q Laterals, trench/bed, top and
surface water and critical areas Q Observation port location bottom
0 Location and orientation of 13 Clean-out location Q Curtain drain collector
curtain drain and all absorption I Manifold placement Q Sand augmentation
components Q Orifice placement Other cross-section detail:
M Location and dimension of E Lateral placement with distance d Observation ports/clean-outs
primary system and reserve area to edge of bed
® Buildings Other Information
13 Audible/visual alarm referenced Yes No
H Direction of slope indicator
Q Scale of drawing shown on scale [ ❑ Design staked out
1 Waterlines bar f1 ❑ Recorded Notices attached
LI Roads, easements, driveways, ® Elevation benglun rk?an�i� ela ve Q O Waiver(s) attached
parking { � i �' Q O Pump curve attached
p g elevat'onjl,bf'sysie bmp� tints
D North arrow and scale drawing JJt Q O Evaluation of failure
shown on scale bar
A � Non-residential justification
COUNTY ENVAR0NMENFALI-E.i - ❑ ❑ Waste strength
MASON �rTI'01 O O Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation ®Yes O No
3/6/26
Signature o Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
Env ro al Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is:
✓ 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. Revised: 6/11/2025
Fill in the violet-shaded cogs.Output information will automatically be calculated and shown in blue-
- shaded cells.Do not attempt to enter data into the blue-shaded cells.[twill erase the formula and
The Netagm Slolinee Calculator estimates the amounfof B(ollne
needed to Install_a wastewater drip dispersal system along with other" potentially Impact other output data.To save your Information as a.txt file for future reference or
submittal,fill in the information in the project's name and address fields below.Thenameyou choose
design parameters.It is NOT intended to replace a processional General Instructions for"Job NamelHomeowner"will become the name of the.txt file.It will be saved an your computer when
design,and should be used for estimating purposes only.Always. .. " _ you ouch the"Save to File"button at the bottom of the sheet A file folder will be created for you called
consult with a professional designer.Do not use this program with "Netafim"and the file will be stored there:For example,If the Job Name l Homeowner for the project is _
other brands of products, - " - Mr.&Mrs.Jones,all of your Information will be saved lea file folder culled"Netafim"and the file In this
folder will be called"Mr.&Mrs.Jones.txf`.
Netafim Bioline®Dripperline Design Recommendations-Based on Soil Loading Rate
Job Name I Homeowner: BARRY THARP
Address: 101 MT JUPITER DR
City,State,Zip: HOODSPORT,WA 98548
Permit Agency: MASON COUNTY ES
Installer Name: TBD
Designed By: ADAM HUNTER
Date: 3162026
• •. .lfl ufl!t1flrn1I,mriP0i.
Gallops Per Days. 360 Total System Information
Application Area Required(square feet) 700
Soil Loadng Rate(Gallons I Sq.Ft/:Per Day IGPD)) 70.5142857 Total Amount of Bioline°Required(fee0 480
_ �_ Total Number of Emitters in the Ddpfield`_480
Select Emitter Flow Rule(GPH)C .-(53
Zone information
Soled Emitter Sparing)inches)' 12x Number of Zones 0 ,
Amount of Bioline°Per Zone(feet) ,,f�
FlushMeloc Nu
f ( 2.5Number of Emitters Per Zone 480 Q J
Minimum Number of Laterals Per Zone, 2 G✓
Maximum Number of Laterals Per Zone 11
Estimated Pump Flew Rating(GPM) ?0 Ta Number of Laterals That Wil be Used 2 <(v. .6
Maximum Length of Bioline°Laterals Based on Inlet Pressure 248 / jr
Inlet Pressure(pyili _40 _ Flow Rate Per Zone(GPM) 3.d // `�
Holding Capacity of Dripperline Per Zone(Gallons) 6.4 Qcit �O ���"
Inlet Pressure(Feet of Head) 92.4 Additional Flow Requirement to Accommodate Flushing Velodty�4.0� • ' -'
Row Spacing Be Owe en Driplines(feet), _15 Holding Capacity of Piping _ �<'
Holding Capacity(Gallons)of Supply Line&Supply&Flush Mangold; 3.8 X
'Number of Zonesl _: 7 Holding Cap city(G llons per Zone)of Bioline�6.4 9j e._a p;.
Holdng Capacity(Gallons)of Supply Use,Manifolds and Ddpperline`_10.g___ <<�� '^K,f er '.
Hours Per Day to Use for Dosing "----24
Head Loss Data-Dosing&Flushing Cycl 9j
Elevation Change from Pump to Dose Tank Outlet(feet) _ Friction Loss per 100'(psi)In Supply Une&Manifolds 1.4 <
Velocity(fps) 2.7 Xj
Elevation Change from Dose Tankto one Pleld(feol)fT_Tr ,jTTT Friction Loss in Supply Line&Supply Manifolds(psi) 1.1
Friction Loss in Supply Use&Supply Manifolds(Feet of Head) 25
Length of Supply Une&Supply&Flush Manifolds(feegz v:@0_ Additional Pressure Required for Return Manifold and Piping to Tank(psi;�_.,10.0
Additional Pressure Required for Return Manifold and Piping to Tank(Feet of Head, 23.1
TDH(Total Dynamic Head)in Feet of Heacr_123.0,, ,,
Type of Pipe-.Supply Une&Manifolds „.PVC Sch.40 -. Control Settings Informatio
Total System Runfime Per Day(M nutes;r 107
Size of Supply&Manifold Pipe Fnches)h,Vin - ' Total Runtime Per Zone Per Day(Minutes; 107
' Total System Dosing Events Per Day 12
Pipe Roughness Constant 150 Runtime For Each Dose(Minutes), 9
Ott Time Between Doses in the Same Zone(Hours to nearest 0.1){_-�1.9
Inside Diameter of Pipe(inches): 1.049
Miscellaneous Informatio
Number of Daily Dosing Events Par Zone. •• 12 Dosing Volume Per Emitter Per Dose(gallons) tI06
Inches Per Week of Dosing 5.77-
Volume of a Single Dose(gallons)L .,,30.2`
i n 03/Q6/26
Pump Selection - - r
Pump Flaw GPM), 7.4
Feet of
TDH(Total Dynamic Head in Feet of Head;( 123.0 - e�J•
Pump Manufacturer ORENCO �••;T
Fame Modeltt •005 •
J '. a=i)
ADAf.IJ.IIUN TER ✓
Using a Pump Curve
A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic
head or"TDH"),providing a graphical representation of a pump's optimal performance range,Pumps perform best at their nominal flow rate.These
graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line,For the most accurate pump
specification,use Orenco's PumpSelecf software.
Pump Curves
500 , , 400
-+ PF10 Series,60 Hz,0.5-1.0 hp — PF20 Series,60 Hz,0.5-1.5 hp —
350 PF2015
Q PF1010 m '
350 'a= -- - - -
, 300
300 = 250 -° = IILiIIIIIIII
p PF1007 O
ti
250 PF1005 a
aQi m 200
200
PF2005
150
150 j.
a 100
100 a '
12 I2
50 50
0 2 4 6; 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
900 PF3050p pPF30 Series,60 Hz,0.5-5.0 hp
800 f ti
goo APR 1 'i % °
MASON COUNTY ENVIRONMENTAL HEAT
600
PF3030
a 500 .............
v 400 PF3020
300h1310151 03!06/26
....
200 .... ...... t
PF3007 - ' �•
100 ....i.... .... .... " s'
a p:
PF3005 ,..,
p TJAf.I J�HU�TEH
00 5 10 15 20 25 30 35 40 45
Flow in gallons per minute(gpm)
NTD-PU-PF-5 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com
Rev.3 O 01/21
Page 4 of 5
/ 1O PROPOSED 3 BDRM RES NOTES:
SCALE 1 • RESTRICTIVE LAYER BELOW: 28"
:
75.0// 2 PROPOSED WATERLINE • FIVE TIMES RULE MET
• ELAPSE TIME METER AND EVENT COUNTER REQUIRED
/
111 EXISTING DRIVE •
• RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS
1 1 1
PROPOSED STUBOUT/CLEANOUT(IE.-99.0) • OPERATION CAPACITY OF THE SYSTEM IS 270 GPO
` O PROPOSED NUWATER BNR500 ATU TANK(IN.EL.-98.5/OUT.EL.-98.2) SOIL LOGS:
/
1) GRAVELLY SANDY LOAM 0-36"
PROPOSED 1200GAL PUMP CHAMBER(PUMP EL.-95.0) TILL 36"+
00
HEADWORKS(SEE DETAIL PG 2) 2) GRAVELLY SANDY LOAM 0-29"
/' TILL 29"+
/ 4 8 80'-1"SCH40 SUPPLY AND RETURN LINES 3) GRAVELLY SANDY LOAM 0-28"
/ PROPOSED DRIP DRAINFIELD(703FT2-2 LATERALS) TILL 28"+
'I DRIP R/A(900FT2) 4)
/,
O 11 RBM IS GROUND EL.AT PROPERTY CORNER(RBM=100.0) 5)
O 6)
./\\
130.0 8/'
/ 130.0
\ / 3 TANK DETAIL-NO SCALE
..,ux., - `IXJ 3 ACC 9 FISE SL
10 WATERPROOF UNCfION BO%
FINISH GRADE THREADEDUNION
/ 9 / SERVICE VALVE
/� O INFlELO
9 I r.. "'" FROM SE I TANK A M FLOAT
18.9` 1 - es awm++ WDEFENDENT FLOAT STEM
26.6 FOR FLOAT MOUNRNG T M OFF FLOAT
mi, s HEOI{VPLVE
// w� ANDANr oFF
PUMP
RIMP ON BLOT(
� CR IN SHROUD
Ie.mm.ry
I CONTOUR LINES PER GIS, REFER TO APPLICATION FOR PROPERTY ACREAGE.
7 NAVD88 ELEVATION IS UNKOWN
/36.1
THIS IS NOT A SURVEY:
/ I site features,topography,elevations and benchmarks are based on assumed datum
provided by the owner and county planning records and are intended only for the review
and construction of the proposed septic system design.Hunter Septic Design
04/.14/26 recommends that a licensed professional land surveyor always be used to set corners,
5.0 / O f J I r=ti • `;mot establish lot lines,determine elevations and topography and/or provide a legal site plan.
'::• A fee may be charged for final inspection and record drawings
5.0
75.0 r REVISION LOG:
ti } •:u, 4/14/26-ADDED SETBACK DIMENSIONS FROM DRIP TO PROPERTY LINE
MT JUPITER DR
A DA61 J.❑U>ITER11
••'
I'Iilf.:
LAKE CUSHMAN RD TO A RIGHT ON DOW MOUNTAIN TO A RIGHT ON JIM HUNTER & ASSOC DESIGNER:
MT JUPITER TO SITE ON THE LEFT. ADAM HUNTER
PO Box 162/Olympia,WA 98507
360-890-2778/designs@hunterseptic.com SITE ADDRESS:
SEPTIC SYSTEM DESIGN FOR: 101 MOUNT JUPITER DR
P P 0 V E BARRY THARP
s >;� SITE LEGAL:
LAKE CUSHMAN#5 LOT 2
APR 11 4 ' y
�+>• PARCEL NUMBER: SITE/PERMIT#: PAGE:
422045000072 1OF2
MASON COUNTY ENVIRONMENTAL HEALTH
DRIPFIELD SCHEMATIC FX PVC TOw-"G
—6n MIEN. TO . E1 xH) — "
Residence Supply Line ''
flush line � 1. at L111,0; ' r l •.Nx '.
Secondary Treatment7
HEADWORKS �•'�� �• Netafim Bioline (12"EMITTER SPACING)
and Storage
� Air/Vawum
Relief Valve RAC 4 Ai.. AD1i; 'EP
1:/2" F'PT PVC ADA°P 3EF
— ———— ---' — — Bioline°' ,
7/.............................................. FDripperline � IcNc inf
Supply line Flexible Connection
% ..•• ............................T.................... 1,.
/ '............................................................ flush line y ���\ J �r � S�1'! T O N
LOOP C E
Flexible Connection SCH40 - ,`
A �U <-' HEADWORKS SETUP INSTRUCTIONS:
/ "•. ® S�\ 1. Flush the entire piping network by running the pump for several minutes with the field flush valve open.
2. With the pump still running slowly close the field flush valve.Once the needle on the pressure guages stabilize,
record the pressure on gauges and flow rate through the flow meter for one minute.This will be the actual dose
I . """"""'•""""".."".."""'•......"•....•""""'• flow rate In gpm needed for the timer settings.
3. Next,calculate the flushing flow rate by multiplying the number of supply manifold connections by 1.6GPM.Add
the dosing flow rate from step 2 to the flushing flow rate.This new cumulative flow rate is the minimum needed to
/ •.•...........................................................................` achieve adequate scouring velocity in the entire system when the system is closed.
/ 4. While the pump is running,open the field flush valve slowly until the return pressure gauge reads 10psi.
5. Now,record the flow rate through the flow meter.It should be greater than the new cumulative flow rate required in
/
.................................................................................... 03/06/26 step 3. More is better.
/
Relief Valve / !
..................................................................................................• � z;- �:-� :.� %iii/i/ /�/iiiii / //i!ii
/To Iattic i ♦ From Field
'// /// //j 'Reclaimed Water%/�i /i_I
RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS.IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN DRIP NOTES: Y; 1"SCHEDULE 40/�/� 1 _ iIr__�
THEN HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK '
I Field
AND THE RISER. • �
/j. � „- ..► I To j ' �
DRIPLINES TO BE INSTALLED 12" BELOW EXISTING GRADE AND 1.5FT ON CENTER / /j/� .
• DRIPLINES TO BE INSTALLED USING A NARROW SHOVEL OR TRENCHING TOOL �i i� aioo Pst -�U iii 3 r-'-
GENE
RAL NOTES -/� , Pressure/` / /i
• DRIPLINES TO BE INSTALLED LEVEL AND PARALLEL WITH CONTOURS {{ � ' ' Gauge- � /1°Unlon�/ /
• SUPPLY AND RETURN LINE IS 1" SCH40 TO BE INSTALLED 6"DEEPER THAN DRIPLINE ON EN �j i�r .// / I j// 1^SCHEDULE 4o
1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER&ASSOCIATES AND THE COUNTY SANITARIAN. OF DRAINFIELD lf/ //i
• AIR VACUUM BREAKER VALVE TO BE AT END OF SUPPLY LINE AT HIGHEST ELEVATION IN A VALV /% /" • O t ♦ From Pump
2. OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREA. BOX �i' <//
REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE. • FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRIPLINE AND SUPPLY LINE
3. OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED EMPTY ' EARTHEN DAMS TO BE CONSTRUCTED AT END OF EACH LATERAL TO PREVENT DRAINBACK J j��j /��///%/�j��/ /�--24"Dlamete
DRIPLINES:NETAFIM BIOLINE SELF CLEANING PRESSURE COMPENSATING EMITTERS %/ij/ /�/// ////Rlbbed�er
DURING SEASONAL HIGH WATER TABLE CONDITIONS. • CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP TANK f/-�//
• TIME DOSING OF DRIP SYSTEM REQUIRED AT 2 HOUR INTERVALS( 30 GAL.DOSE)
4. ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THE DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL APPLICABLE /j// i� j/////i
• DOSE COUNTER AND ELAPSE TIME METER REQUIRED CONTINUOUS FLUSH HEADWORKS FROM HD FOWLER
STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. • ALL VALVE BOXES TO BE ACCESSIBLE TO SURFACE
• RISERS REQUIRED OVER ALL TANK LIDS DESIGNER:
5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS.
• FOWLER CONTINUOUS FLUSH HEADWORKS REQUIRED JIM HUNTER & ASSOC ADAM HUNTER
6. THE ADDITION OF AN APPROVED EFFLUENT FILTER IN THE SEPTIC TANK IS REQUIRED TO ENSURE THAT SOLIDS DO NOT PASS TO THE • VACUUM BREAKER VALVE:NETAFIM 1"COMBINATION#65AR1 B1 PO Box 162/Olympia,WA 98507
DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. CSE CHEMICAL INJECTION
CONSTRUCTION
• ECTION PORT REQUIRED(TYPICALLY IN THE CONTINUOUS FLUSH HEADWORKS) 360-890-2778/designs@hunterseptic.com SITE ADDRESS:
7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL • PUMP MODEL: ORENCO PF1005 101 MOUNT JUPITER DR
SEPTIC SYSTEM DESIGN FOR:
COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR BARRY THARP
SITE LEGAL:
COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. LAKE CUSHMAN#5 LOT 2
8. THIS IS A SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND/OR TOPOGRAPHY.JIM HUNTER& PAGE:
ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND PARCEL NUMBER: SITE/PERMIT#: 2 OF 2
ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY 422045000072
REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.