HomeMy WebLinkAboutSWG2025-00265 - SWG Application / Design - 7/3/2025 MASON COUNTY 415 N 6TH STREET,SHELTON, ,E 98584
SHELTON: ,S 42 TON, ,EXT 400
584
ela BELFAIR:360-275-4467,EXT 400
a Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2025-00265
APPLICANT Hunter, Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
CONTRACTOR JAMES PETERSON Phone: 253.820.5950
Address: 629 E HARSTINE HEIGHTS LN SHELTON, WA 98584
OWNER DAVIS MICHAEL J &TARA Phone:
Address: 5129 NASSAU CT NE TACOMA, WA 98422
Site Address: 3070 E Mason Lake Dr W
Primary Parcel Number: 221055100087
Permit Description: septic for new sfr
Permit Submitted Date: 07/03/2025
Permit Issued Date: 11/25/2025
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/29/2028 (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.
OFFICIAL USE ONLY
MI. MASON COUNTY DATE RECEIVED: /� �f /i7C U)AMOUNT RECENED: G RECIE✓EIJIVED BY:(� W (/)
s Public Health (St Human Services o m
Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 ' - U
415 N.6th Street-Shelton,WA 98584 S W G ' . — DO W S O X
lll/// Z lA
CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION n D
m c)
APPLICANT
PHONE m
JAMES PETERSON 2538205950 z
MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE 3
3070 E MASON LAKE DR W GRAPEVIEW WA 98546 z
SS-STREET,CITY,ZIP CODE
3070SITE EE MASON LAKE DR W GRAPEVIEW WA 98546 I N
NAME OF DESIGNER PHONE
ADAM HUNTER 360753122601
NAME OF INSTALLER PHONE
TBD TBD <_ I o
PERMIT TYPE(select one) DRINKING WATER SOURCE O
CC OD
C
i RESIDENTIAL OSS D COMMUNITY OSS (ET COMMERCIAL OSS LI PRIVATE INDIVIDUAL WELL ID PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) c U PUBLIC WATER SYSTEM
P"NEW CONSTRUCTION/UPGRADES LJ REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE X REPAIR
SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE 0 SHORELINE co
ff DESIGN FORM(REQUIRED) INr
J SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1i2o25? O
6-WAIVER(S)(IF APPLICABLE) n at 0.36 El YES El NO n
o` X
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
MCEWAN PRAIRIE RD TO A LEFT ON E MASON LAKE RD TO A LEFT ON E MASON
LAKE DR W TO SITE ON THE RIGHT AFTER 3.1 MILES. DRAINFIELD AREA AND TEST I—
HOLES ARE ACCESSED VIA A CAT TRAIL GOING UP THE HILL SIDE STARTING ON THE oo
LEFT AT THE SIGN FOR MASON MARINE REPAIR.
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 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS!CONDITIONS
i I
:3; L5 ot, ii Z
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.
CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP ATION APPROVED/ISSUED BY DATE
(17
*Ala) 7-2q -2_,5
„i tel ii/1/11C2-...
yHIS FOR AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
R EV ISED 12.TheI � NLY
/a
MASON COUNTY DATE RECEIVED / D /-�s)07°26 >:, N
AMOUNT RECEIVED: RFCFNED BY: CO U)
Public Health & Human Services < m
Environmental Health o 670,ext.400 or 360 275 4467,ext.400
415 .6th Street- Shelton,WA 98584 S W G Q0,9,5 - O 0a(6 (�n 53
Z
V)
CLEAR FORM ON-SITE SEWAGE SYSTEM APPLICATION
m n
APPLICANT PHONE mr
JAMES PETERSON 2538205950 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE Cr 11 f E
3070 E MASON LAKE DR W Pul GRAPEVIEW WA 98546 m
ADDRESSE ILA-1 70
3070E MASON LAKE DR W GRAPEVIEW WA 98546 I N
_
NAME OF DESIGNER C''7 PHONEI CD
ADAM HUNTER 3607531226 01 I,
I �
NAME OF INSTALLER I'1 n PHONE a O
TBD �1 -. TBD 5o
PERMIT TYPE(select onc) 1 —3 4 NKING WATER SOURCE O OD
6 ECOMMUNITY OSS U COMMUNITY OSS LI COMMERCIAL OSS PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z
IT PUBLIC WATER SYSTEM
TYPE OF WORK(select one)
ff EREPAIR CONSTRUCTION/UPGRADES �,J REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR
SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE W I
c c r
LM DESIGN FORM(REQUIRED) M SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1 20250 0
'
EWAIVER(S)(IF APPLICABLE) 2 2 0 YES El NO 0
X
DIRECTIONS TO SITE AND SITE CONDITIONS.(ex locked gate)
MCEWAN PRAIRIE RD TO A LEFT ON E MASON LAKE RD TO A LEFT ON E MASONI
I
LAKE DR W TO SITE ON THE RIGHT AFTER 3.1 MILES. DRAINFIELD AREA AND TEST r
HOLES ARE ACCESSED VIA A CAT TRAIL GOING UP THE HILL SIDE STARTING ON THE o
LEFT AT THE SIGN FOR MASON MARINE REPAIR.
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 0 BUILDING PERMIT OHOME SALE OCOMPLAINT OOTHER:
INSPECTOR SOIL LOGS COMMENTS!CONDITIONS
IC .........12")\i �
(\I
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.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED,ISSUED BY DATE
‘4NWAVVI\ \ \\141/< \I\ VI/17/6
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
A.
DESIGN FORM—PAGE ONE ntl - 4 I ssor's Parcel Number: 221055100087 -- --
A design will be reviewed when 3 lowing are submitted:
'"Completed design form that has been signed and dated. '0 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"A 17"
PARCEL IDENTIFICATION
Permit Number: SW(; 0_0?-6:-
19J.2-CS Designer's Name: ADAM HUNTER
Applicant's Name:
JAMES PETERSON Designer's Phone Number: 3607531226
Mailing Address:
3070 E MASON LAKE DR W Designer's Address: PO BOX 162
GRAPEVIEW WA 98546 City State Zip OLYMPIA WA 98507
CLEAR FORM JHANDASSOCIATES@HOTMAIL.COM
City State Zip Designer's Email
DESIGN PARAMETERS
Treatment Device
❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter l 'ATU BNR600 U Other
Treatment Level(check all that apply): J A J B J c J BLI J BL2 J BL3 I E AN
Drainfield Type
❑Gravity dPressure NI/Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class 40
Daily Flow:Operating Capacity 180 gpd Length 30,60,60 ft
Daily Flow: Design Flow 240 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1200 gal Number 3
Receiving Soil Type(1-6) 3 Separation 6 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 400 ft2 Total Number of Orifices 50
Designed Primary Area 450 ft2 Diameter 1/8 in
Designed Reserve Area 675 ft2 Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 150 ft Schedule/Class 40
Elevation Measurements Length 20 ft
Original Drainfield Area Slope 30 % Diameter 2 in
New Slope,If Altered N/A % Preferred manifold configuration used? I /Yes 0 No
Depth of Excavation Up-slope 18 in Transport Pipe
from Original Grade Down-slope 6 in Schedule/Class 40
Designed Vertical Separation 12 in Length 220 ft
Gravel-based Drainfield Required? 1 'Yes 0 No Diameter 2 in
Pump Required? I 'Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 3
Diff. in Elevation Between Pump&Uppermost Orifice 87.4 ft Dose quantity 80 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1200 gal
Uppermost Orifice Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 20.596 IS(Timer 121 Elapse Meter 46 Event Counter
Calculated Total Pressure Head 94.755 P
PIRrOktfr .,.s:, ,Pump off BHRS
Comments
NOV 2 5
HEA Tk;
2025 `/.
MASON COUNTY ENVIRONMENTAL
J B M/ Revised:4/14/2025
•
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 221055100087 -- --
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
66 Test hole locations la Drainfield orientation and layout Reference depth from original grade:
Or Soil logs Er Trench/bed dimensions and lid Septic tank
g Property lines critical distances within layout la' Drainfield cover
121 Existing and proposed wells V D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 1219 Septic tank/pump chamber and restrictive strata:
l ' Measurements to cuts,banks, and locations ®' Laterals, trench/bed,top and
surface water and critical areas l' Observation port location bottom
' Location and orientation of la Clean-out location V Curtain drain collector
curtain drain and all absorption 21 Manifold placement V Sand augmentation
components 1;19 Orifice placement Other cross-section detail:
t2f Location and dimension of M' Lateral placement with distance M' Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
El Buildings
Audible/visual alarm referenced Yes No
fl Direction of slope indicator El Scale of drawing shown on scale et ❑ Design staked out
li Waterlines bar 0 0 Recorded Notices attached
l ' Roads, easements,driveways, a Elevation benchmark and relative 0 0 Waiver(s)attached
parking Aatpipfirt6 components g 0 Pump curve attached
kg North arrow and scale drawing V E '"It ❑ ❑ Evaluation of failure
shown on scale bar
RONh4tNTACC rt Non-residential justification
NOV 2 5 2025 t' T1' ❑ ❑ Waste strength
MASON COUNTY FNvi 0 ❑ Flow
tACTN
DESIGStOVAL
The undersigned designer must be notif• i installer at time of installation M'Yes 0 No
7/3/25
,AI . 'Designer Date
The undersigned has reviewed this deli a n behalf of Mason County Public Health and determined it to be in
compliance with state and local ite legullations: /�
(42
, ,_2.3 _
E vit., 4-, tal _lealth Specia ist 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: 7` �v[^,,
-.z8
✓ 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:4/14/2025
• PAGE 1
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 221055100087
DATE SUBMITTED:10/22/25 LEGAL/LOT#:
SUBMITTED BY: ADAM HUNTER
APPLICANT: JAMES PETERSON
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 2
RESIDENTIAL GPD FLOW = 240
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.6 GPD/FT2
REDUCTION =LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 450 FT2
TRENCH LENGTH OR BED CONFIG. = 150FT OF TRENCH
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.BNR6c0ATUTANK
NEW OR EXISTING= NEW
III. DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM = 1'-6"(UPSLOPE)
ROCK DEPTH BELOW PIPE = 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION = >1'-0"
FILL DEPTH = 1'-0"
TRENCH WIDTH = PPRO VE 6'-0"
IV.PUMP REQUIREMENT NOV 2 5 2025 �F
DOSING VOLUME IN GALLONS ON COUNTY ENVIRONMENTAL N LTh
NUMBER OF DOSES PER DAY= JBw
V. PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 1/8
10/22/25
REV/ISED
Ti
AQALI J.HURTER
PACE 2
LATERAL#1 =
SQUIRT HEIGHT(FT) 5.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)SQ2 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 10
LATERAL DISCHARGE RATE= 4.119
LATERAL#2=
SQUIRT HEIGHT(FT) 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 60.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 8.239
LATERAL#3=
SQUIRT HEIGHT(FT) 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 60.00
ORIFICE SPACING= 3'0"
DISTANCE FROM END CAP= 1'6"
NUMBER OF HOLES= 20
LATERAL DISCHARGE RATE= 8.239
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 220.00 2.00 20.596 1.710
BC 1.00 2.00 16.477 0.005
CD 20.00 2.00 8.239 0.029
DE 60.00 1.25 8.239 0.611
TOTAL= 2.355
**TOTAL HEAD /I!.?•S
1)FRICTION LOSS THROUGH SYSTEM= / P R 0 v ' ': 355
2)ELEVATION DIFFERENCE = �9ASON NOV 2 5 �02g "`' 400
COUNTY ENVIRp
NMENT ALIT .000
3)RESIDUAL = AL CIE 5
,jB�
10/22/25 TOTAL= 94.755
r\rF
14�;
".?.'
ADAUJ HUNTER •.
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Orenco Technical Data Sheet
SYSTEMS
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 I III f II 400 ! 1 i
PF10 Series,60 Hz,0.5-1.0 hp - PF20 Series,60 Hz,0.5-1.5 hp
400 350-PF2015 `
m PF1010cu
w 350 ` _ c 300
I 300 i .. " 1 .•' = PF20101
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Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
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dailLPF30 Series, 5.0 hp]
800 NEFAu���N�uu.�EI �
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Flow in gallons per minute (gpm) �;aSON COUNTY ENVIRONMENTAL HEALTH
Jaw
NTD-PU-PF-5 Orenco Systems •800-348-9843•+1 541-459-4449•www.orenco.com
Rev.3 C 01/21
Page 4 of 5
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