HomeMy WebLinkAboutSWG2026-00218 - SWG Application / Design - 7/22/2026 MASON COUNTY 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: SWG2026-00218
APPLICANT GEORGE JEFF&TAMI Phone: 602-509-1136
Address: 28150 N ALMA SCHOOL PKWY STE 103-405 SCOTTSDALE,AZ 85262-8049
OWNER GEORGE JEFF&TAMI Phone: 602-509-1136
Address: 28150 N ALMA SCHOOL PKWY STE 103-405 SCOTTSDALE, AZ 85262-8049
SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 90 N Lakeshore PI
Primary Parcel Number: 423295000041
Table X Repair SFR 1-bedroom (AFN: 2243399) NuWater BNR600
Permit Description: pressure system to subsurface drip drainfield.`Non-conforming
repair: No designated reserve drainfield area.
Permit Submitted Date: 07/15/2026
Permit Issued Date: 07/22/2026
Issued By: David Anderson
Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/15/2027 (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 Sheds can not be occupied.
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/environmentaI/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
( A MASON COUNTY 415 N 6TH STREET,SHEL-967 ,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
8 Non-conforming septic repair. The septic system may need to be brought into full
compliance before future permits can be approved. Detail: Septic system does not have a
designated reserve drainfield area.
9 Per Certificate of Residential Use: Limitation on Number of Bedrooms recording dated
07/21/2026 with AFN:2243399. The use of this parcel will be restricted to no more than
one bedroom. The on-site sewage system was designed for, and the permit was issued on
the basis of no more than one bedroom, and a maximum residential occupancy of no
more than two persons(two persons per bedroom). Use of the other rooms as bedrooms,
in excess of the number identified herein, could result in hydraulic overload and premature
failure of the on-site sewage system, and could result in Mason County taking steps to
cause vacation of the premise.
10 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.
7 �'� 7
OFFICIAL JSE ONLY
MASON COUNTY DATE RECEIVED: C-7 V3 I u� N
CU)
AMOUNT RECEIVED: RECEIVED BY:
Public Health & Human Services �j v m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 N O
415 N.6th Street - Shelton,WA 98584 S W G eJp
_ 1 0 0
Z N
ON-SITE SEWAGE SYSTEM APPLICATION
Iii O
APPLICANT PHONE m
(-
JEFF GEORGE 6025091136 z
C
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
28150 N ALMA SCHOOL PKWY STE 103-405 SCOTTSDALE AZ 85262 M
m
SITE ADDRESS-STREET,CITY,ZIP CODE •
90 LAKESHORE PL HOODSPORT WA 98548 I N
w
NAME OF DESIGNER PHONE N
O
ADAM HUNTER JUL 15 2fl76 / 3607531226 0
NAME OF INSTALLER PHONE I O
TBD sy ' TBD
IPERMIT TYPE(select one) ----_ I ING WATER SOURCE O
9 RESIDENTIAL OSS COMMUNITY OSS QCOMMERCIAL OSS O PRIVATE INDIVIDUAL WELL O PRIVATE TWO-PARTY WELL
TYPE OF WORK(select one) vl PUBLIC WATER SYSTEM LAKE CUSHMAN I
❑NEW CONSTRUCTION/UPGRADES REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) U TABLE X REPAIR I
SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE ❑SHORELINE
Q DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER 4/1/2025? I
O I
O WAIVER(S)(IFAPPLICABLE) 1 0.29 17YES $NO n
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
LAKE CUSHMAN RD TO A LEFT ON WYNOOCHEE TO A LEFT ON LAKESHORE PL TO SITE ON THE I I
RIGHT. D
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 I FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING❑ BUILDING PERMIT ❑HOME SALE❑ COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Tff1:a- zWW3s" v(7L msd 5 *, k't/orn
Tttr 0- y01.561 �4,t S 'ofi��
wyyti I)O(Ith)l st zortG-Vfo V
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
L
PECT GNATURE DATE APPLICATION EXPIRATION DATE APP ION APPROVED/ISSUED BY DATE
.s SzaZ6 x(15/load 1/ 22/2024
THIS FORM 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: 423295000041
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: /1"X 17"
ARCEL IDENTIFICATION
Permit Number: SWG - Designer's Name: ADAM HUNTER
Applicant's Name: JEFF GEORGE Designer's Phone Number: 3607531226
Mailing Address:
28150 N ALMA SCHOOL PKW Designer's Address: 2201 93RD AVE SW, STE A
SCOTTSDALE AZ 85262 City State Zip OLYMPIA WA 98512
City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM
DESIGN PARAMETERS
Treatment Device
OGlendon OSand Filter OMound OSand Lined Drainfield ORecirculating Filter 46 ATU BNR600 ❑Other
Treatment Level(check all that apply): 0 A j1 B 46 C ❑ BL I BL2 46 81.3 46 E N
Drainfield Type �J
❑Gravity Pressure 0 Trench 0 Bed li Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 1 Schedule/Class DRIP
Daily Flow:Operating Capacity 90 gpd Length 100 ft
Daily Flow: Design Flow 120 gpd Diameter 1/2 in
Septic Tank Capacity(working) 1060 gal Number 3
Receiving Soil Type(1-6) X,3 9Q Separation 1.5 ft
Receiving Soil Appl. Rate b,60.' gpd/ft'- Orifices
Required Primary Area 332 ftz Total Number of Orifices 300
Designed Primary Area 332 ft2 Diameter DRIP in
Designed Reserve Area N/A ft2 Spacing 12 in
Trench/Bed Width VARIES ft Manifold
Trench/Bed Length VARIES 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 6 in Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class 40
Designed Vertical Separation >18 in Length 40 ft
Gravel-based Drainfield Required? OYes®No O Diameter 1 in
Pump Required? ®YesONo Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Diff. in Elevation Between Pump& Uppermost Orifice 5 ft Dose quantity 1 OGAL gal
Drainfield Squirt Height/Selected Residual(head) 25 ft Chamber Capacity(flood) 1060 gal
Uppermost Orifice®Higher OLower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 8.5 gpm iii' Timer 56 Elapse Meter Event Counter
Calculated Total Pressure Head 88.8 ft If Timer: Pump on 1 OGAL ,pump off 2 HRS
Comments
Cer$ffl`cafe, of &efld%4-'a(use: Lcrh"iaflbvi o't n berof
befrx o c reeordmj RF(V:ZL'L 3Q9
Revised:6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number:423295000041
Permit Number: SWG ?C)26 - O2 Z ���III
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
16 Test hole locations 10 Drainfield orientation and layout Reference depth from original grade:
Soil logs VS Trench/bed dimensions and VS Septic tank
Property lines critical distances within layout VS Drainfield cover
9f Existing and proposed wells VS D-Box/Valve box locations Reference depth from original grade
within 100 ft of property V Septic tank/pump chamber and restrictive strata:
Measurements to cuts,banks,and locations
VS Laterals,trench bed,top and
surface water and critical areas Observation port location bottom
VS Location and orientation of sal Clean-out location VS Curtain drain collector
curtain drain and all absorption VS Manifold placement VS Sand augmentation
components
Orifice placement Other cross-section detail:
V.1 Location and dimension of VS Lateral placement with distance IS Observation ports/clean-outs
primary system and reserve area to edge of bed
Buildings g Other Information
VS Audible/visual alarm referenced Yes No
Direction of slope indicator
Dl Scale of drawing shown on scale 1' 0 Design staked out
Waterlines bar IS 0 Recorded Notices attached
Roads,easements,driveways, 1 Elevation benchmark and relative If 0 Waiver(s)attached
parking elevations of system components VS 0 Pump curve attached
North arrow and scale drawing IS 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation Oyes O No
7/15/2026
Signature o Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to b�Trn
compliance with state and local on-sit lations. 14S�NC Jul
YFN��
Enviro ental Health pecialist Date 1)/. MENTgI HF
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 7f1$✓ 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 doletahaded cells.Output Information will automatlully be cNeudted and shown in bluesheded
L'o..l
ioline°Calculator eadmates the amount of Bioli ne needed cells.Do not attempt to enter data into the bloc-shaded cells.Itwill erase the formula and potentially Impact
atedrip dispersal system along with other design other output data.To save your informaton as a.tstfile for future referenceorsubmittal,fill In the Information Is NOT intended to replace a professional design,and General Instructions In the pro)ect's name and address fields below.The name you choose for"Job Name/Homeowner"will
d for ustmatng purposes only.Always consult with a become the name of the.101 file.It will be saved on your computer when you click Me"Save to File"button at
esigner.Do not use this program with other brands of the bottom of in,
sheet.A Ole/older will be created for you called"Netafim"and Me file will be stored there.
For example,if the Job Name I Homeowner for the pne)ecl is Mr.&Mrs.Jones,allot your information writ be
sued in a file folder called"Netafim"and the Ole in this folder will be called"Mr.Is Mrs.Jones.tot'.
Netafim Bioline1 Dripperline Design Recommendations - Based on Soil Loading Rate
Job Name iHomeowner: JEFF GEORGE
Address. 90 N LAKESHORE PL
City,state.Zip' IIOODSPORT.WA 90546
Permit Agency MASON COUNTY EH
Installer Name' TOD
Designed By: ADAM HUNTER
Daft:
Gallops'or Day 120 Total System Information
Appkcalan Wee Required(square feet) 3]2
Soil Loading Rata iGallons/Sq.Ft I Par Day(GPO)1 8A Total Annunt of Bolin.'Required(test) 300
Total Number of EmlNrs in the DripfieM 300
Salsa Emat r Flow Hate( PH) 6s42R
Zone Information
Select Er Spacing rg(in(hches) 12 Number of Zones 1
Arrount of Bobnee Par Zone(feed 300
Flush V,Iocit yip a) 2.6 Number of Emitters Per Zone 300
Minimum Number of Laterals Per Zone 2
Maximum Number of Laterals Par Zone 12 �'JUL
IT
Eatlmalad Pump Flow Rabng(GPM) 20 Number of Laterals That Will be Used ] v 2 2 2026
Maximum Length of Biotin'Laterals Based on Inlet Pressure 183
Inlet Pressure 1psj 25 Flaw Rate Per r ZZe Gallons)
2.1 MASON COUNTY
Holding Capacity of DnppeNro Per Zone(Galbm) 4.0
Inlet Pressure(Feet of Head) 57.6 Additonal Flow Requirement to Aocommedata Flushing Veocih 6.0 ENVIRONMENTAL Row Spacing Between Driplin.s(f ell 1.67 Holding Capacity of Piping D I/f HEALTH
Holding Capacity(Gallons)of Supply Line 6 Supply&Flush Manifolds 2.7 5.!
Number of Zones 1 Holding Capacity[Gallons par Zone)of Bohr» 4.0
Holding Capacity(Gaions)of Supply Line.Manifolds and Drippadine 6.7
Hours Per Dey o Usa for Dosing 24
Head Loss Data-Dosing&Flushing Cycle
Elsvabon Change hom Pump to Dose Tank Outer(fast) 4 Fnc000 Lose per 1DD(psi)in Supply Line&Manifolds 1.6
Velocity(tps) ].0
Elevator Change from Dose Tank to Drip Field(feat) 1.5 Fncton Loss in Supply Line 6 Supply Mamblds(pv) 1.0
Friction Loa.in Supply Line 6 Supply Manifolds(Feel of Head) 2.3
Langer of Supply Line&Supply&Flush Manifolds(feet) 60 Auditonal Pressure Required for Reform Mambo and Piping to Tank(psi) 10.0
Atltlitonal Pressure Required for Return Manrlold and Piping to Tank(Fast of Head) 23.1
TDH(Total Dynamic Head)in Fast of Head 66.6
Type of Pipe-Supply Line&Manifolds PVC Sch40 Control Settings Information
Total System Runtime Per Day(Minutes) 57 /15/20,
Site of Supply&Manifold Pip.(inches) 1 Total Runhm•Par Zone Per Day(Minutes) 67
Total System Dosing Events Par Day 12
Pipe Roughness Constant 150 Runtme For Each Does(Minutes) 6 ,.'
ON Time Between Does—M.Same Zone(Hours to neer.s12.11 16 .�.;�`. �o.
Inside Diamebar of Pipe(Inches) 1.049 _� '1•'
Miscellaneous Information -
Number of Dale Dosing Events Per Znne 12 Dosing Volume Per Emitter Per Dose(galorre) 0.04 .T- a O.i-
nches Per Week of D.,W 4.06 �
VolumeI of a Single ft
Dose(gallons) 10.6 )••;J'
Pump Selection `x •,n.•: '!
Pump Flow Ratng(GPM) 6.1 0046.IJ HUNTER
TDH iTgial Dynamc H.ad n FMet of Head 66.6 1�2°I'r:"-1)I{ f
Pump Manufacturer ORENCO L111111J.�1�
Pump Model PF-1005
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 PumpSelect'"'software.
Pump Curves
500 400
PF10Series,60Hz,0.5-1.0hp PF20Series,60Hz,0.5-1.511p]
w 400 .. 350 PF2015
350
e 300
300 250 PF2010
p PF1001 O
250 . PF1005
ai d 200
200
E 150 PF2005
a a 100
1 - w
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
PF3050 PF30 Series,60 Hz,0.5-5.0 hp �r }
800 — ..-
•' cam.....
700 ___ SONcO�N l2 2026
I
600 ---- ryFN�iRON+
PF3030 l ��/ ��✓J �l
v 400 PF3020
c PF3015
300
_ _ '' RDhGJ HUMTEF ',
„0 200 -4---- -- - -..- . -1 - - -
IPF3007l 4...... .
10GPF3005
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.3O01/21
Page 4 of 5
I"i Gmail Shelton Mail & Ship Shipping <sheltonmailship@gmail.com>
Fwd: new application
1 message
tami george <tamigeorge100@gmail.com> Wed, Jul 15, 2026 at 10:35 AM
To: "sheltonmailship@gmail.com" <sheltonmailship@gmail.com>
Tami George, Horse Insurance Specialist
602-509-7294
NPN License 132408
CA License 0G92778
MSI CA License#0645481
markel.com
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---------- Forwarded message---------
From: Tami George <tamigeorgel00@gmail.com>
Date: Wed, Jul 15, 2026 at 9:29 AM
Subject: new application
To: tami george <tamigeorge100@gmail.com>
Addendum with photos
We are submitting a modified septic design that reflects the following: We are not proposing any form of expansion; this is
strictly a Table X Repair supporting the one bedroom permitted and approved septic system for the one bedroom park
model. We realize the previous owners had converted a 12' x 18' shed to include plumbing; it has been converted back to
a shed, as we have cut the water and sewage pipes and removed the sink and toilet; photos are attached.
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EXISTING 1 BDRM RES Rc`11:ZZ 33 4 2 0 2026 fOTES:RESTRICTIVE LAYER BELOW: 30"
SCALE: 1" =20FT 2 1 LAKESHORE PL O EXISTING WATERLINE RE • FIVE TIMES RULE MET
C vto . ELAPSE TIME METER AND EVENT COUNTER REQUIRED
1" _____________ / WATERLINE TO BE O EXISTING SHED(CUT AND CAP ANY SEWER LINES EXISTING SHED) . RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS 11A1SHED
86.4 OPERATION CAPACITY OF THE SYSTEM IS 120 GPD
3 O EXISTING STUBOUT/CLEANOUT(IE.-99.0)
`\ O EXISTING SEPTIC TANK(ABANDON PER CODE) SOIL LOGS:
1) VERY GRAVELLY LOAMY SAND(TYPE 3) 0-40"
EXISTING DRAINAGE 5O PROPOSED NUWATER BNR600 IN IM1060(IN.EL.-98.0/OUT.EL.-97.7)
RE-ROUTE PAST D.F. - PROPOSED 1060GAL PUMP CHAMBER(PUMP EL.-94.5) 2) VERY GRAVELLY LOAMY SAND(TYPE 3) 0-30"
T
7 DECK gO 60'-1"PVC TIGHTLINE(SCH40)
4 /'9 O PROPOSED DRIP DRAINFIELD(3 LATERALS-100-110FT EACH-332FT2)
DECK ;="
6 O 10 EXISTING WALKWAY TO LAKE 4)
1 FAILED D.F.(DUE TO ROOTS) ABANDON 5)
_
12 RBM IS GROUND EL.@ DECK CORNER(RBM=100.0)
12 8 6)
" 7)
109.7 I SOFT TQtAKE
k'- ' _" 106.0
--- TANK DETAIL-NO SCALE
--
- — - - 11
_. _ LID VYITII
_ 10 APPROVEDDN 2<AOGESS R5ER5
�w,U• "• ATFRvaooF�A EcnoN noA
" FINER GRADE D UNION
SERVICE VALVE
/1'L ^ 7 2026 T �,-• FROM SE TANK FLOAT
JUL L NDEFER FLOAT OAT STEM
FOR FLOAT MOON i1NG
9 n ROFF FLOAT
MASON COUNTY ENVIRONMENTAL HEALTH REOKVPLVE
ANL OFF
DJA RDN�
RIM ION BLOCK
OR IN SHRWD
CONTOUR LINES PER GIS, REFER TO APPLICATION FOR PROPERTY ACREAGE.
NAVD88 ELEVATION IS UNKOWN
OH WM> -
_ THIS IS NOT A SURVEY:
_ — site features,topography,elevations and benchmarks are based on assumed datum
14.7 82.3 — — 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
— /15L recommends that a licensed professional land surveyor always be used to set corners,
LAKE CUSHMAN 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
REVISION LOG:
' V3-7/15/2026-UPDATED TO A 1 BEDROOM,REMOVING PLUMBING FROM THE SHED
Al .1 YTER�•
?,S.11\ill\lt
CONFORMING TABLE X REPAIR FOR THE ORIGINAL PARK MODEL: HUNTER SEPTIC DESIGN DESIGNER
LAKE :
CUSHMAN RD TO A LEFT ON WYNOOCHEE TO A LEFT ON
50FT TO LAKE CUSHMAN LAKESHORE TO SITE ON THE RIGHT. ADAM HUNTER
SOIL TYPE 3 PO Box 162/Olympia,WA 98507
>18"VERTICAL SEPARATION
NUWATER BNR600 MEETS TREATMENT LEVEL B 360-890-2778/adam@huntersepticdesign.com SITE ADDRESS
SEPTIC SYSTEM DESIGN FOR: 90 N LAKERSHORE PL
NOTE:NO IN-GROUND FOOTINGS OR PIERS WITHIN 2FT OF TANKS WYNOOCHEE
JEFF GEORGE
NOTE:EXISTING DRAINAGE IS DOWNSPOUT DRAINS AND IS SUBSURFACE,IT IS CURRENTLY TIGHTLINED AND SITE LEGAL:
THE TIGHTLINE IS TO BE EXTENDED PAST THE DRAINFIELD,THE TIGHTLINE MUST DAYLIGHT NO LESS THAN LAKESHORE PL LAKE CUSHMAN#1 TR 41&42
1OFT DOWNSLOPE FROM SEPTIC COMPONENTS.
SITE/PERMIT#: PAGE:
PARCEL NUMBER:
LAKE CU HMAN RD 423295000041 1 OF 2
DRIPFIELD SCHEMATIC
Finish Grade � � Mt. TOTAL LEN(TAI)
4!''
Residence 11-911-1 I�I I I I IE I I-I I I-1 I I I I I
See Depth I I-I 11=III-1 I I�I — i =1 I H I ICI I i= for Depth PP�ii� Y
7-7
eCond aryd Treatment
re ent HEADWORKS �••�'�'� Netafim Bioline (12"EMITTER SPACING)a /
Storage7 .— 1/2w ?sT X BARBED
Air/Vacuum____k_HRelief Valve
e
LNetafim Bioline Dripperline RAM MALE ADAPTER
Flex Pie i I'n Male Adapter
p Bol
(TL050MA/TLO75MA) I/2' VPT PVC ADAPTER
PVC SCH40 SxFPT Adpt
—— — — — —— Bioline Supply or
/ .............................................. D erline PVC SCH40 SxSxS Tee DRIPLINE
npP Flush Manifold
Su, Line / ........................... .............••• Flexible Connection
sCH4o / ...
1.5FT 1 .
........................... ....................
/ T 1 LOOP CONNECTION
/ .............................................................. flush line
SCH40
Flexible Connection
` HEADWORKS SETUP INSTRUCTIONS:
•••• •'•••••••••"'^•••••'•••^••••••^^•^'^^'••'•'•••••••••••••. • I - 1. Flush the entire piping network by running the pump for several minutes with the field flush valve open.
/ {, - L � D 2. With the pump still running slowly close the field flush valve.Once the needle on the pressure guages stabilize,
/ ` V `", record the pressure on gauges and flow rate through the flow meter for one minute.This will be the actual dose
/ •'•••'••••'••••••••••'••"•'••'•••••••..................•••••••• flow rate ingpmneeded for the timer settings.
/ 3. Next,calculate the flushing flow rate by multiplying the number of supply manifold connections by 1.6GPM.Add
/ ............................................................................ J U L 2 2 2026 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.
/ 1.5 5. Now,record the flow rate through the flow meter.It should be greater than the new cumulative flow rate required in
MASON COUNTY ENVIRONMENTAL HEALTH • • Step 3. More is bens`.
........................................................................................ DJA >.
Air/Vacuum / ii
Relief Valve /
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.T i 'Gauge i .%� 1'SCHEDULE 40
,To Tank i ♦ FromFidd
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1'SCHEDULE 40
RISERS ARE REQUIRED TO OR ABOVE FINISHED GRADE OVER TANK LIDS.IF GROUNDWATER OVER THE TOP OF THE TANKS IS A CONCERN DRIP NOTES: � � / ., .,-�4 y THEN HIGH GROUNDWATER RATED TANKS WILL BE REQUIRED.THE RISERS MUST BE SEALED WATERTIGHT AT THE JOINT BETWEEN TANKr_>_ ._ r!_ 1 ♦ I I ro Fkw
AND THE RISER. • DRIPLINES TO BE INSTALLED 6" BELOW EXISTING GRADE AND 1.5FT ON CENTERij ✓
• DRIPLINES TO BE INSTALLED USING A NARROW SHOVEL OR TRENCHING TOOL Al i� //
GENERAL NOTES DRIPLINES TO BE INSTALLED LEVEL AND PARALLEL WITH CONTOURS } " jGauge j �tlMon%/
• SUPPLY AND RETURN LINE IS 1" SCH40 TO BE INSTALLED 6"DEEPER THAN DRIPLINE ON EN l'SCHEDULE40
1. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY HUNTER SEPTIC DESIGN AND THE COUNTY SANITARIAN. OF DRAINFIELD r//��// o ♦ P ���
• AIR VACUUM BREAKER VALVE TO BE AT END OF SUPPLY LINE AT HIGHEST ELEVATION IN A VALV
2. OWNER INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREA. BOX
REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE. • FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRIPLINE AND SUPPLY LINE /. i//� t•T,�n gnK�ii �j� i
• EARTHEN DAMS TO BE CONSTRUCTED AT END OF EACH LATERAL TO PREVENT DRAINBACK /////i 24 DWnata
3. OWNER SHALL BE AWARE OF THE POSSIBILITY OF TANKS FLOATING OUT OF THE GROUND SHOULD THE TANKS BE PUMPED EMPTY DRIPLINES:NETAFIM BIOLINE SELF CLEANING PRESSURE COMPENSATING EMITTERS %/ //� /ice/ //!/Mbbed
DURING SEASONAL HIGH WATER TABLE CONDITIONS. • CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP TANK /// //
TIME DOSING OF DRIP SYSTEM REQUIRED AT 2 HOUR INTERVALS( 10 GAL.DOSE) /// /!//i r
4. ALL CONSTRUCTION MATERIALS AND THE INSTALLATION OF THE DESIGNED SEPTIC SYSTEM SHALL CONFORM TO ALL APPLICABLE • 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 ANK LIDS
5. USE OF SOME RESERVE DRAINFIELDS MAY NECESSITATE PUMP,SAND FILTER,MOUND OR PRETREATMENT INSTALLATIONS. FOWLER T 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#65AR1B1 ADAM HUNTER
• 'T"CONSTRUCTION 2201 93rd Ave SW/Olympia,WA 98507
USE"T"TO
DRAINFIELD CAUSING PREMATURE DRAINFIELD FAILURE AND COSTLY REPAIRS. CHEMICAL INJECTION PORT REQUIRED(TYPICALLY IN THE CONTINUOUS FLUSH HEADWORKS) SITE ADDRESS:
• 360-890-2778/adam@huntersepticdesign.com ticdesi n.com
7. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING JIM HUNTER&ASSOCIATES FOR FINAL INSPECTION,ALL • PUMP MODEL: ORENCO PF1005 SEPTIC SYSTEM DESIGN FOR: 90 N LAKERSHORE PL
COMPONENTS,INCLUDING TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR JEFF GEORGE
SITE LEGAL:
COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. LAKE CUSHMAN#1 TR 418
42
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/PERMITS: 2 OF 2
ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY 423295000041
REPAIRS TO THE SYSTEM AT NO COST TO JIM HUNTER&ASSOCIATES.