HomeMy WebLinkAboutSWG2026-00165 - SWG Application / Design - 7/27/2026 11IIAS®N C®LINTY 415 N 6TH STREET,SHELTON, ,WA 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: SWG2026-00165
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
APPLICANT Ronald Lansing Phone:
Address: 2291 E Crestview Dr SHELTON, WA 98584
OWNER CLD Group LLC Phone: 425-503-6121
Address: 301 E WALLACE KNEELAND BLVD STE 24 SHELTON,WA 98584
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA,WA 98507
Site Address: 1480 E TRAILS END DR
Primary Parcel Number: 222235106052
Permit Description: New 3bd ATU to subsurface drip
Permit Submitted Date: 05/22/2026
Permit Issued Date: 07/27/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/30/2029 (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.
• * trf1'
OFFICIAL USE ONLY
• MASON COUNTY DATERECENED:
• AMOUNT RECE RECEIVED BY:
C Cn
Public Health & Human Services d r S 1 v Cl)
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ice! r y�9S�^ (' C Cl)
415 N.6th Street-Shelton,WA 98584 S W G �0' �1 — 0 0 1
CC66// 0
Z CA
ON-SITE SEWAGE SYSTEM APPLICATION
APPLICANT PHONE m
r
Ronald Lansing 3608744699 z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E
71 E Dalkeith Rd Shelton WA 98584 M
m
SITE ADDRESS-STREET,CITY,ZIP CODE
1480 East Trails End Drive Belfair 98528 I N
NAME OF DESIGNER PHONE I N
ADAM HUNTER 3607531226
C
NAME OF INSTALLER PHONE
TBD TBD < N
PERMIT TYPE(select one) DRINKING WATER SOURCE 0 I
RFJ RESIDENTIAL OSS 5ICOMMUNITYOSS ❑COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL z
TYPE OF WORK(select one) PUBLIC WATER SYSTEM TRAILS END
zNEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE O SHORELINE W
DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFT 4/ 025? I
n❑ WAIVER(S)(IFAPPLICABLE) 3 0.41 YES NO I
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
TRAILS RD TO A RIGHT ON TRAILS END TO A LEFT ON TRAILS END TO SITE ON THE LEFT AT SIGN. I
r
O
--1
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
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 I CONDITIONS
- /2 ( s L 4
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FORFINALAPPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSU DATE
f 6 ( 3V/z') c141 7k 7k
THIS FORM MA BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 222235106052
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 maybe scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X17"
PARCEL IDENTIFICATION
Permit Number: SWG 7, " 0O c Designer's Name: ADAM HUNTER
Applicant's Name: Ronald Lansing Designer's Phone Number: 3607531226
Mailing Address: 71 E Dalkeith Rd Designer's Address: 2201 93RD AVE SW, STE A
Shelton WA 98584 City State Zip OLYMPIA WA 98512
City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM
DESIGN PARAMETERS
Treatment Device
0Glendon OSand Filter OMound QSand Lined Drainfield Recirculating Filter 4J ATU BNR500 ❑Other
Treatment Level(check all that apply): ❑A 4 B ❑C ❑BL1 46 BL2 J6 BL3 46 E N
Drainfield Type
❑Gravity Pressure ❑Trench ❑Bed Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class DRIP
Daily Flow:Operating Capacity 270 gpd ✓ Length 116 ft
Daily Flow:Design Flow 360 gpd Diameter 1/2 in
Septic Tank Capacity(working) BNR500 gal Number 4
Receiving Soil Type(1-6) 4 Separation 1.93 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 675 ft2 Total Number of Orifices 464
Designed Primary Area 696 ft2 Diameter DRIP in
Designed Reserve Area 900 ft2 °' Spacing 12 in
Trench/Bed Width 29 ft J' Manifold
Trench/Bed Length 24 ft Schedule/Class 40
Elevation Measurements Length 20 ft
Original Drainfield Area Slope 8 % Diameter 1 in
New Slope,If Altered 8 % Preferred manifold configuration used? Yes ONo
Depth of Excavation Up-slope 10 in / Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class 40
Designed Vertical Separation 12 in Length 20 ft
Gravel-based Drainfield Required? 0Yes®No O Diameter 1 in
Pump Required? ®Yes ONo Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Diff. in Elevation Between Pump&Uppermost Orifice 9.5 ft Dose quantity 30GAL gal
Drainfield Squirt Height/Selected Residual(head) 57.8 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice®Higher OLower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 11.2 gpm Timer 66 Elapse Meter i1 Event Counter
Calculated Total Pressure Head 93.1 ft If Timer: Pump on 30GAL ,Pump off 2HRS
Comments A O V E 0
JUL 2 7 2026
2J[I jL)U11 1 cNvftcL A IL hLiRevised:6/11/2025
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:222235106052
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
lT Test hole locations t Drainfield orientation and layout Reference depth from original grade:
UI Soil logs if Trench/bed dimensions and l?f Septic tank
Property lines critical distances within layout ' Drainfield cover
UI Existing and proposed wells UI D-Box/Valve box locations Reference depth from original grade
within 100 ft of property UI Septic tank/pump chamber and restrictive strata:
UI Measurements to cuts,banks, and locations
UI Laterals,trench bed,top and
surface water and critical areas Observation port location bottom
Location and orientation of 10 Clean-out location UI Curtain drain collector
curtain drain and all absorption 11 Manifold placement UI Sand augmentation
components
Orifice placement Other cross-section detail:
if Location and dimension of � UI ports/clean-outs
primary system and reserve area Lateral placement with distance Observation
to edge of bed Other Information
UI Buildings
Audible/visual alarm referenced Yes No
Direction of slope indicator
' Scale of drawing shown on scale E ! 0 Design staked out
Waterlines bar if 0 Recorded Notices attached
Roads,easements,driveways, Q' Elevation benchmark and relative if ❑ Waiver(s)attached
parking elevations of system components UI 0 Pump curve attached
North arrow and scale drawing UI ❑Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation ®Yes O No
5/22/26
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:
Environmental Healt 7 fz- i/24
Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. ;0
✓ 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 vleiet shaded cells.Output Information writ automatically be calculated and shown.In blue-shaded
The Netafim elollne°CeleUI to esdheat es the amount of Blogne neetletl cells,0o not attempt to enter data Into or blueshaded cells,Irwin erase II,e`tom uI and potentially Impact
to install a wasteweter drip dispersal system along with other design other output data,To save your Information ace,tut tile let future reference or submittal,fill In the Information
parameters.It Is NOT Intended to replace a professional design,and General lnsbucfions•- in tile prelnuvon me end address fields below.The name you choose for"Job Namefflomeoweer"will
should be used for estimating purposes only.Always consult with a become the name of the.txtfile.It will be saved on your computer when yen click the"Save to File"button at
professional designer.Do not use this program with other bands of the bottom of the sheet A file folder will be created for you caged"Netafim"and the file will be stored there.
products, -• F rexample,ifth Job Name IH toowner form proJectis Mr&M Jones,.all lye In term abon will be..
" - saved Ina file folder called"Netafim"and the tile in this folder will b celled"Mr.&Mrs.Jenes.t r,
Netafim Bioline®Dripperline Design Recommendations-Based on Soil Loading Rate
Job Name I Homeowner: RONALD LANSING
Address: 1480 E TRAILS END DR.
City,State,Zip: BELFAIR,WA
Permit Agency: MASON COUNTY EH
Installer Name: TBD
Designed By: ADAM HUNTER
Data: 5/222026 CD
•. •
G hoes Per Day' SBD __ Total System Information C7
Application Area Required(square feet)r 696 O
S Leading Rate Gallons/Sq FLIPer Day,(GPD])� �a 51 T2_ _ Total Amount oIS I Re glared(feat)� 464
Total Number of Emitters in the Dripfieltl 464
'• ", SelectE itter Fl w Rate(GPH) !42
^ - _ Zone Interrelation �-'•a
Select EnutterSpacing(inches)) 12 Number of Zones 1 ®Ldp➢
W
_ Arrount of Bioline°Par Zone(taut) 464 f
Flush Velocity(fpa)i 2.5 Number efEmitiere Per Zone 464 r¶ •`)]
Minimum Number of Laterals Per Zeno J
+ MUoimumhcwberefLateraiopenZene 11
Estimated Pump Flow Rating(GPM) 20 Number of Cereals That WI he Used 4 -` I®
Maximum Length of B'abne°Laterals Based en mini Pr re 161 QgT
Inlet Pressure(psi). __.. .ES_ ..i5 _ Flow Rate Pee Zone(GPM) SZ Z rte]
Holding Capacity of Dnppedino Per Zone(Galin) 6,2
inlet P ure(F,eat ofHead)`_,57b_�_ Additional Flow Requirement to Accommodate RushingVeloub ILD
R wSpacingB hse Dipine (f t)I„ 111 Helding Capacity of Piping
_ Holding Capacity(Gallons)of Supply Lien&Supply B Flush Manifolds 19
Number of Ze _,_7 .__ Holding Capacity(Gallons per Zone)of Online 6.2
Holding Capacity(Gallons)of Supply Une,Man folds and Dripped'neC8-U r
Hours Par Dey to'Use foiy DosingL___ 24;_.___.
_ _ Head Loss Data-Dosing&Flushing Cycle
Elevation Change form Pump toAase,Tank Outletp t( �_4,_._,.,__ Frction Loss per 100'(psi)in Supply Llna&Manifaltla 1.0
Velocity(fps) 4.2
Elevation Change from Dose Tank to Drip Feld(feet)E -5.5._ Friction Loss in Supply Line&Supply Manifolds(psi)) 1.2
- ' _ m. - Friction Loss in Supply Una&Supply Manifolds(Feet of Head) 2.8
Length of Supply Line&Supply&Flush Menif6ldo(f qt.._-.__40.__-__ Additional Pressure Required for Return Manifold and Piping to Tent(p01)1 10.0
Additonal Pressure Required for Return Manifold and Piping to Tank(Feet of Heed)) 21,1
- TDH(Total Dynamic Head)in Feat of Head l l.1:... -.
Type of Pipe-Supply tire&MenUoido .. ,tT/.C.ielr4O ; Control Settings Information
Total l
SIZ of Supply&M nddld Pipe(in h s) 1 _ TohalRu timePerZ nePer Day(Mtea)nur7tt
Total system Dosing Events Par DayIll�tz 05/22/2026
Pip R gnness C n tents. ,,.., 150 „- _._ Runtime For Each Dose(Minutes) 9 ,.� •' Y as�x"
^ -• _ OtlTma Between Doses in me Same Zone(Houw to nearest 0L.1 td
InsIdeD tar of Ppe( in s)__ 1049 v
�_ t
- Miscellaneous Information
Numberof Daily Dosing Evente Per Zone +"12 Dosing Volume Per Emitter Par Dose(gallons)" 0.07 uvim•' •.'1,• '
Inches Per Week oho os ng 5.81
Volume of a Single Dose(gallons)
Pump Selection .; I: a '•..J,
Pump Flow Feel
) 11.2 J
TDH(Total Dynastic Heed in Feet Head)of -_ 85.1 rz �•`•
Pump Manufacturer ORENCO _ ADA.1 11UNTER `•�
Pura Model PF-1005
I _ Jiirr71r7i1RiI7
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 PumpSelectTM software.
Pump Curves
500 --I400
PF10 Series,60 Hz,0.5-1.O hp PF20 Series,60 Hz,0.5-1.5 hp
400 _ 350 PF2015
PF1010
,_ ,e 300
300 PF1007 liii0 250 PF2010
- 250 - PF1005
m — 200
v 200
150 PF2005
150
-- - - - - -
10 100
'•.
50 50
0
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 \ �
PF305o PF30 Series,60 Hz,0.5-5.O hp AP PRO
O
800
Q c JUL 27 2026 700
-- --------j
ASON COUNTY ENYIRONMEN�AL HFALTI'1
600 RET
PF3030
.... .......
500 iiiii 05/22/2026
400 PF3020
C 300 PF3015 �,`';
PF3010 v'
- POAI.IJ HVYTEF
.y 200 '•11P1'i..", tiISi:1,z IF:�..
........ .... ...•
PF3005
0
0 5 10 . E1 5 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 3BDRM RED NOTES:
SCALE:1"=30FT RESTRICTIVE LAYER BELOW: 22"
n 2O PROPOSED WATERLINE • FIVE TIMES RULE MET
1" ELAPSE TIME METER AND E COUNTER REQUIRED 3 PROPOSED DRIVE RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS
l PROPOSED STUBOUT I CLEANOUT(IE.-95.0) • OPERATION CAPACITY OF THE SYSTEM IS 270 GPD
TT SO PROPOSED NUWATER B06500 IN APPROVED ATU TANK(IN.EL-94.5/OUT.EL.-94.2) SOIL LOGS:
1) GRAVELLY SANDY LOAM 0-22"
PROPOSED 1200GAL PUMP CHAMBER(PUMP EL.RI.2) TILL 22"t
7O HEADWORKS(SEE DETAIL PG 2) 2) GRAVELLY SANDY LOAM 0-2?
/ 4 TILL 22"+
11 / O 40'-PSCH405UPPLY/RETURNUNES
/ 3) GRAVELLY LOAMY MED SAND 0-2Y
( / PROPOSED DRIP DRAINFIELD(695FT2-4.116FT LATERALS)(10.-100.0) TILL 22".
/ I 10 900FT DRIP RESERVE AREA 4)
// I it BUILDING SETBACK LINE 5)
I 12 REM IS GROUND EL.®PROPERTY CORNER(REM=100.0)
/ I ' 6'
i
I � 7)
a I / / /I
/I TANK DETAIL—NO SCALE
2E,.7
6 % 60.0 I
i / o D
CD
28.0 2 C
/ 6 CONTOUR LINES PER GIS,REFER TO APPLICATION FOR PROPERTY ACREAGE.
/ I24I / (/� �7 NAVD68 ELEVATION IS UNKOWN
101" 9Fr / 7 / I O ® THIS IS NOTA SURVEY:
< 3 I '\ Z f V site features,topography,elevations and benchmarks are based on assumed datum
3 O provided by the owner and county planning records and are intended only for the review
12 �\ i_ _ _ _ _ _ i __ _ I_53.5 m CD < and construction of)he proposed septic system design.Hunter Septic Design
— — O7 recommends that a licensed professional land surveyor always be used to set corners,
0512212026 establish lot lines,determine elevations and topography and/or provide a legal site plan.
JAe / I = Y,., r A fee may be charged for final Inspection and record drawings
-' `5rJ - REVISION LOG:
1
r— �•(• Jil VERSION-DATE
188.7
E TRAILS END
E TRAILS RDTO A RIGHTON ETRAILS END DR TO A LEFT ON E TRAILS HUNTER SEPTIC DESIGN DESIGNER:
END DR TO SITE ON THE LEFT. ADAM HUNTER
PO Box 1621 Olympia,WA 98507
360-890-2778/udam@hanterse ticdesi n.com SrrEADOREsS:
SEPTIC SYSTEM DESIGN FOR: 1468 E TRAILS END DR
TRA RD RONALD LANSING
SITE LEGAL
TRAILS END#2 BLK 6 LOT 52
T ILSENDDR
PARCEL NUMBER: SITE/PERMRC: I PAGE:
222235106052 1OF2
END DR
DRIPFIELD SCHEMATIC 1 .2 FLEX PVC, Tu(:nvC
Finish Grade
I ______________________ _________________________
Residence S�PH tine I I I— I I See Spea
Flush line tor Depth Q IPLlAIE'
II— 1 — .
71, ineN ........ fielaRMBiehne (12'EAf/TTERSPACING) —) —
e 7 �HEADWORKs Nr/Varwm1/2" hMPT X .BBRSED
ReOefVahre NetafindBiolineDripperline RAMA MALE ADAPTEP.Flex Pipe BlOline Male Adapter(TLO5OMTL075MA) 1/2' FPT PVC ADAPTER
— A/PVCSCH40 SxFPT Adpt
..•....•.............•.........................•. fefne Supply or PVC SCH40 SxSx5 Tee' .............. PP Flush Manifold DRIPLINE ne�� ...........................�.F.................. Fe wacpnnepuon
1.93FTi .......................................................... push Una P LOOP CONNECTION
SCN4aOV
HEADWORKh SETUP INSTRUCTIONS:
' ••••°°°••••°• •••`••"' °•""•'•"'••'••°'°•"°"°'°•'•• 1. Flshthe entirepiping networkI• \ UL n With the pump sLl conning slowly dse the field gush valve.Once Ua needle en the pressure ueges staealze,
. .: \ O� 7 26 remN theoI on dedto, seing• 2U D now ate WaBm eeeded rotU gat eemings. g:....................................................... ONCOON3. Neat mk t U n,,to fe by Zing b g the nu his now sappy ui eflo mnroNons by 105Pwadene.Ae0
• the dosing eowrate from step 2 te the gushing flow rate.This raw mmulaee 11005 tale Is Ue minimum needed to
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• \ EN RON05/2 212 026 eddeveedegas I,smudn.velWyth Ue entlre a1w,slm wly ntlreenatun system 6dosed.
NE MENTA y� 54.. wMoretpump is mnni g.openthe field nosh ve osewy untoegr Ue reWmthessurogauge eeds 10psi.
HB. Now emrd the now date Umugh the flow mater,Ils1roWd he greaterthan the nev mmalaW.novate agolred in
step a.Morels oener..................................................................
NrlVamum \
��x
Relief Valve \
riii
(car,e(''.' /iii e•g i
itI iii T7i /iiii/
ii e \
,� s e
•t•l'?iv'1^i 1L2 eamg" - - -
•]T?SCllll�ll•2�•
fi TfiY1•. i �/ Iron RtlO
v/ ,de; ldrur /i>l
RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS.IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN DRIP NOTES: �/ �iiijjj!/�.•�` "'°" ace 1 //7 /�I'S^+ 0e
THEN HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANK -/j /// �� -► to rKM
AND THE RISER. • DRIPLINES TO BE INSTALLED 6° BELOW EXISTING GRADE AND 1.93FT ON CENTER % L 1T —u>.`�'•S
DRIPLINES TO BE INSTALLED USING A NARROW SHOVEL OR TRENCHING TOOL %/j/ U-S00 e51 jj
DRIPLINES TO BE INSTALLED LEVELAND PARALLEL WITH CONTOURS ttMbni
GENERAL NOTES . ///
SUPPLY AND RETURN LINE IS 1' SCH40 TO BE INSTALLED 6°DEEPER THAN DRIPLINE ON EN V�
I/iu>-
ANY ao
1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY JIM HUNTER&ASSOCIATES AND THE COUNTY SANITARIAN. AF DRAIUUIELD /j/�
AIR VACUUM BREAKER VALVE TO BE AT END OF SUPPLY LINE AT HIGHEST ELEVATION IN A VALVE "/// 0 �•• icon Rmp
2. OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN ORAINFlELD ARFA BOX
REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE. • FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRIPLINE AND SUPPLY LINE j��/ - i��i•*N', %j i/�
• EARTHEN DAMS TO BE CONSTRUCTED AT END OF CH LATERAL TO PREVENT DRAINBACK / /�///i /// i, u•damn EA
3. OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED EMPTY // MAr,I law
• DRIPLINES:NETAFIM BIOLINE SELF CLEANING PRESSURE COMPENSATING EMITTERS ///j///
DURING SEASONAL HIGH WATER TABLE CONDITIONS. • CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP TANK ///////•i/ .�j j///////i�
4. ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THE DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL APPLICABLE TIME DOSING OF DRIP SYSTEM REQUIRED AT 2 HOUR INTERVALS 1 30 GAL.DOSE)
• DOSE COUNTER AND ELAPSE TIME METER REQUIRED CONnNUOU5 FLUSN nmaowDRxm FROM RO FOWLER
STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. • ALL VALVE BOXES TO BE ACCESSIBLE TO SURFACE
• RISERS REQUIRED OVER ALL TANK LIDS
5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. • FOWLER CONTINUOUS FLUSH HEADWORKS REQUIRED HUNTER SEPTIC DESIGN DESIGNER
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#65ARIB1 ADAM HUNTER
2201 93rd Ave SW!Olympia,WA 98507
• USE T TO T CONSTRUCTION
GRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS, • CHEMICAL INJECTION PORT REQUIRED(TYPICALLY IN THE CONTINUOUS FLUSH HEADWORKS) 360-BSS-2778 1 adam@huotergoplicdeolgn.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 1460 E TRAILS END DR
SEPTIC SYSTEM DESIGN FOR:
COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BEACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR RONALD LANSING
SITE LEGAL
COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS.
TRAILS END#2 ELK 6 LOT
6. THIS IBA SPECIAL DESIGN DUE TO ADVERSE SOIL CONDITIONS,GROUNDWATER TABLE AND I OR TOPOGRAPHY.JIM HUNTER& PAGE:
ASSOCIATES HAS DESIGNED THIS SYSTEM IN ACCORDANCE WITH ALL STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND PARCEL NUMBER: ]7EIPERMI14: 2 OF 2
ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY 222235106052
REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.