HomeMy WebLinkAboutSWG2026-00288 - SWG Application / Design - 9/16/2026 MASONCOUNTY 415 N 6TH STREET, SHELTON,WA 98584
SHELTON:360-027-9670,ENT 400
Public Health & Human Services BELFAIR:360-275-4467 EXT 400
ELMA. 360-482-5269, EXT 400
FAX:360A27-7787
On-Site Sewage System Permit: SWG2026-00288
APPLICANT Hunter,Adam
Phone
Address: 2201 93rd Ave SW Olympia, WA 98512 : 360 753-1226
OWNER MARTINEZ CALINA WREN
Address: 591 E COUNTRY CLUB DR E UNION, WA 98592
SEPTIC DESIGNER ADAM HUNTER*
Address: PD Box 162 OLYMPIA WA 98507 Phone: 360-753-1226
SEPTIC INSTALLER SCOTT JOHNSON'
Address: 8639 SALTY DR NW OLYMPIA, WA 98502 Phone. 360-763-6577
Site Address: 591 E Country Club Dr E
Primary Parcel Number: 321046000010
Permit Description Replacement!Repair: SFR 3-bedroom NuWater BNR500 ATU with
sub-subsurface drip drainfield
Permit Submitted Date: 08/31/2026
Permit Issued Date: 09/16/2026
Issued By: David Anderson
Current Permit Fees Paid: $845.00
(a6mAonal lees may 6a required upon Installation orsvalem),
Permit Expiration Date: 09/10/2027
(based on date of Inspection)
Permit Conditions:
1 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 Drainfield 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.
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/environmentallonsite/oss-Inspection-request.php or call:
360-427-9670, extension 400.
MASON COUNTY 415 N 6TH STREET,SHELT°N WA EXT404
SHELTON:360-427-9674 EXT 400
Public Health & Human Services BELFAIR 360-275-4467, EXT 400
FLMA:360-482-5269.EXT 400
FAX.360-427-7787
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
SON COUNTY D"TFR"IN`D l/31 I y D
AMOUNTRECENED; RECENEOPV C IT
Publi Health & Human Services m Ln
NL � G 0
Envlrorim cal Heann 36oJZT96Ia,ert.qoO or l60-ZTs-M6T,eyL 400 < y
415N.6 Street Shelton.WA 98554 SWG coo
Z -o
ON-SITE SEWAGE SYSTEM APPLICATION z a
APPuuNT —.-_ PHONE m O
Martinez - - - Ill
3605528757 z
MAILING ADDRESS-STREET CITY.STATE.ZIP CODE C
Cc I
to
591 E Country Club Dr East - o Union WA 98592 m
SITE ADDRESS-STREET.CITY ZIP 000E - .a
591 E Country Club Dr East m Union 98592 I °'
NAME OF DESIGNER I PHONE
ADAM HUNTER - 3607531226 o
0
NAME OFINSTALLCR PHONE I O
AFFORDABLE SEPTIC -- . - 3604905408 0
PERMIT'YPE(s /el one) �i DRINKING WATER SOURCE
RESIDENTIAL 095 COMMUNITY 05S yCOMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL 0
TYPE OF WORK(seleclonel ■ PUBLIC WATER SYSTEM ALDERBROOK
NEW CONSTRUCTION/UPGRADES RI REPAIR/REPLACEMENT OTHER DETAILS(select all lhal appbl ❑ TABLE X REPAIR I
SUBMITTAL s • SURFACING SEWAGE 0 EXISTING FAILURE O SHORELINE
C IDESIGN FORM(REQUIRED) ASEPTIC DESIGN(REQUIRED) BEDROOMS LOTfl¢E I WAS LOT CREATED AFTER 4n Ro25' O
❑ WAIVER(s)(IF APPLICABLE) 3 J 0.29 YES INO 0
DIRECTIONS TO SITE AND SITE CONDITIONS,(ea IocMu!gale)
MANZANITA TO A LEFT ON FAIRWAY TO A RIGHT ON COUNTRY CLUB TO SITE ON THE LEFT. I
r
O
SITE MUSTRE FLAGGED FROM MAINROAOANO TESTHOLES MUSTBE FLAGGED WITH TEST HOLE NUMBERS. I
OFFICIN USE ONLY BELOW THIS LINE —
DPGRADE,FAILURE SOURCE hot repoliing purposes)
VOLUNTARY QMAINTENANCE/PUMPING Q BUILDING PERMIT Q HOME SALE❑COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
701;0-2Y" (1St (r)pa)
(k11Lg1- )AI L 41 CPMft
[If z:o-26' (Isc (Ijti)
RdF q} 26M w1 n1p�- fj Cage
i+3:o-3o"(,sc (7)'F -q)
3o 1I k/ comp.
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERY G=GRAVELLY 5-SAND L=LOAM Si=SILT C CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGN RE DATE APPLICA I ON EXPIRATION DATE APPLICATION APPROVEDI ISSUED BY GATE
oa6 �I l 0 ZoZI 6 0
THIS FORM MAY E SCANNED AND A AILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSRE Revised:01/0912026
DESIGN FORM- PAGE ONE Assessor's Parcel Number: 321046000010
A design will he 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.Mariruum paper size' //"A /7"
PARCEL IDENTIFICATION
Pennit Number: SWG _3j - Designer's Name: ADAM HUNTER
Applicant's Name. Calina Martinez Designer's Phone Number. 3607531226
Mailing Address: 591 E Country Club Dr East Designer's Address 2201 93RD AVE SW, STE A
Union WA 98592 City State Zip OLYMPIA WA 98512
City State Zip Designer's Email ADAM@HUNTERSEPTICDESIGN.COM
DESIGN PARAMETERS
Treatment Device
0Glendon OSund Filter OMound OSand Lined Drainficld accimulating Filter IZ ATU BNR500 O Other
Treatment Level (check all that apply): O A 0 1l 116 C O BL I Vf BL2 IK BL3 le E 9 N
�/ Drainfield Type
❑ Gravity tl Pressure ❑ Trench O Red Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class DRIP
Daily Flow: Operating Capacity 270 gpd Length 160 ft
Daily Flow: Design Plow 360 - gpd Diameter 0.5 in
Septic'lank Capacity(working) BNR500 ATU gal Number 3
Receiving Soil Type(1-6) 4 - Separation 1.555 ft
Receiving Soil Appl. Rate 0.6 gpd/ft' Orifices
RequiredPrimaryArea 675 ft' Total Number of On i Sees 480
Designed Primary Area 676 ft' Diameter DRIP in
Designed Reserve Area 900 ft, Spacing 12 in
l rench,Bed Width 14.1 ft Manifold
Trench/Bed Length 48 ft Schedule/Class 40
Elevation Measurements Length 14.1 0
Original Drainficld Area Slope 3 o Diameter 1 in
New Slope. if Altered 3 % Preferred manifold eon figuration used?®Yes ON.
Depth of Excavation IT - lope 6-8 in Transport Pipe
from Original Grade Doxn_a1 6-8 in Schedule/Class 40
Designed Vertical Separation 12 'r in Length 100 ft
Gravel-baed Drainficld Required? ®Yes®No ® Diameter 1 in
Pump Required? ®Yes ONe Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdosrs/day 12
Diff. in Elevation Between Pump&Uppermost Orifice 9.5 ft Dose quantity 30GAL gal
Drainfield Squirt Height/Selected Residual (head) DRIP ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice®I bgher®Lower than Pump Shutoff Pump controls:Please check those required.
Capacity(h: Total Pressure Head 9.36 gpnn Er Timer 9 Elapse Meter 9 Event Counter
Calculated Total Pressure Head 95.24 ft If Timer: Pump on 30GAL ,pump off 2 HRS
Comments
Revised: 6/11/2025
DESIGN FORM—PAGE TWO Assessor's Parcel Number 321046000010
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Er Test hole locations 9 Drainfleld orientation and layout Reference depth from original grade:
V Soil logs Er Trench/bed dimensions and
Septic tank
� Property lines critical distances within layout � ii field cover
ET Fxisting and proposed wells V D-Box/Valve box locations Reference depth from original grade
within 100 ft of property V Septic tank/pump chamber and restrictive strata:
V Measurements to cuts,banks, and locations
f7 Laterals, trench/bed, top and
surface water and critical areas V Observation port location bottom
V Location and orientation of 19 Clean-cut location V' Curtain drain collector
curtain drain and all absorption g' Manifold placement 9 Sand augmentation
components
V Orifice placement Other cross-section detail:
V Location and dimension of g Observation ports/clean-outs
placement with distance 1 a
primary system and reserve area to edge of bed
9 Buildings Other Information
Audible/visual alarm referenced Yes No
V Direction of slope indicator Er Scale of drawing shown on scale e O Design staked out
PT Waterlines bar V' ❑ Recorded Notices attached
V Roads, easements, driveways, V Elevation benchmark and relative V ❑ Waiver(s) attached
parking elevations of system components Id ❑ Pump curve attached
V North arrow and scale drawing Id O Evaluation of failure
shown on scale bar Non-residential justification
❑ O Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation ®Yes Q No
8131/26
Signature of Designer Date �,1
j
The undersigned has reviewed this design on behalf of Mason County Public Health and d ngd it to he in
compliance with state and local on - e gulations: 9
J
E i ontnemel Healt Spe� [J4
i
CAUTION: IIESIGN 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: �V/ 7�J L __.
✓ 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/I 1/2025
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
Site (county-assigned) parcels 321046000010
Date submitted 8/31/2026 Legal /Lot 9 ALDERBROOK G & V #11 TR 10
Submitted by — Applicant Calina Martinez
Site 591 E Country Club Dr East, Mailing 591 E Country Club Dr East,
Union, WA 98592 Union, WA 98592
address address
Total System Information
Soil loading rate(GPD+area) 0.533 g/ft'
Application area 676 ft'
Trench/dripline depth 0' - 8"
Total amount of Bioline required 480 ft
Total number of emitters in dripfield 480
Zone Information
Number of zones 1
Amount of Bioline per zone 480 ft
Number of emitters per zone I 480
Minimum number of laterals per zone 3
48/31/26Maximum number of laterals per zoneNumber of laterals that will be used ' t 3
Max length of Bioline laterals(chart) 183 ft
-yi Flow rate per zone gpm
ne � ..2g
Holding capacity of dripperline per zone 6.38 gal
Additional flow for return manifold flushing 6.00 gpm
Holding Capacity of Piping
Supply line&manifold 4.94 gal
Supply line,manifold&Bioline(per zone) x� ,A 11.32 gal
Head Loss — Dosing& Flushing Cycle
Oh
Friction loss per 100 ft in supply line _ /6 ;�,,, 2.122 psi
Velocity 3.47 fps
n
Friction loss in supply line&manifold 5.39 ft
Inlet pressure(feet of head) 57.75 ft
Additional pressure for return manifold 23.10 ft
Total Dynamic Head r.
TDH= 95.24 ft
Control Settings Information
Total system runtime per day 107.1 min
Total runtime per zone per day 107.1 min
Total system dosing events per day 12
Runtime for each dose 8.93 min
Off time between doses(same zone) 1.85 hr
Miscellaneous Information
Dosing volume per emitter per dose 0.063 gal
Inches per week of dosing 5.98 in
Volume of a single dose 30.2 gal
Pump Selection
Pump flow rating 9.36 gpm
TDH(feet of head) 95.24 ft
Pump make&model, ORENCO PF-1005
P
Stp
6 °�2S
S/31/26
Using a Pump Curve
A pump tune helps you determine the bet pomp for you system.Pump curve sho the relationship bee en n flow nod pressu of l d ric
head or IUH 1.providing a grapnlcal representation of a o uno s optimal podor rf r r e range,.Pumps perfurni best t their uomi i a flow ra c i tese.
graphs show optimal pump operation ranges with „solid line and flow rates outside of these ranges with a dad ieo me, c The nx re, a atP. ^. Fr
specification, use Oreneds Pumpselecr'software.
Pump Curves
500 400
PF10 Series,60 Hz,0.5-1.0 hp CPF205eries 60 Hz,0.5-1.5 h�
400 I
- 350 fF2015 --
..d. 350 PH010 -
_ I e 300
= PF2U10
250 — -- —
a 250 PF1005 m 200 - li
V
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n
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0 5 10 15 20 25 30 35 40
Flow in gallons per minute(qpm) Flow in gallons per minute(gpm)
is
900 PF305o - PF30 Sen 0hp
es,60 Hz.05-5.
= 600 — —
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m / )
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� 400 PF3020 I I
R PF3015 G - ' t- 8131/26
n 200
PF3001 )
100PF3005 T 47
00 5 10 15 20 25 30 35 40 45
Flow in gallons per minute(gpm)
Orenco Systemse•800-348-9843•+1 541-459-4449•www.orenco.Com MTD-P Rev.3 PF-5
3 01/21
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