HomeMy WebLinkAboutSWG2022-00259 - SWG Application / Design - 5/3/2022 w" 415 N 6TH STREET,SHELTON,WA 98584
t MASON
T�CTO►�UfNTY77 TT SHELTON:360 427-9670,EXT 400
" j COMMUNITY 1 i SERVICES ICES BELFAIR:360-275-4467,EXT 400
`'� ELMA:360-482-5269,EXT 400
¢ building,Planning,&rvironmental hlealth,{amrnunity hlealtlr
FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00259
APPLICANT CLARK RICHARD LEE JR Phone:
Address: P 0 BOX 964 PHILLIPSBURG, MT 59858
OWNER CLARK RICHARD LEE JR Phone:
Address: P 0 BOX 964 PHILLIPSBURG, MT 59858
SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226
Associates
Address: PO BOX 162 OLYMPIA, WA 98507
Site Address: 390 W SATSOP DR
Primary Parcel Number: 519085000029
Permit Description: New SFR -2BR subsurface drip
Permit Submitted Date: 05/03/2022
Permit Issued Date: 07/11/2022
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 05/16/2025 (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: www.co.mason.wa.us/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
� MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
1��1�A 7 T�*V T� TT SHELTON:360-427-9670,EXT 400
• 1 COMMUNITY NI i SERVICES v ICES BELFAIR:360-275-4467,EXT 400
! ELMA:360-482-5269,EXT 400
Building,Blaming,Environmental Health,Community Health tom FAX:360-427-7787
7 The approval of this project is subject to the recommendations and specifications outlined
in the attached geotechnical report or assessment. All applicable recommendations and
specifications shall be applied to the development on this site. Any deviation requires
stamped written approval from the registered design professional responsible for the
report/assessment, and may require special inspection by same. Structures and/or land
modifications (grading, cuts, fills, etc.)required in the geotechnical report/assessment,
may require a separate permit. The geotechnical report/assessment shall remain
attached to the approved building plans.
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: www.co.mason.wa.us/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED:
ONSITE SEWAGE SYSTEM APPLICATION AMOUNT RECEI D: RECEIVE Y: C y
CO rrn
415 N 6th Street,(Bldg 8) Shelton WA,98584 0 N
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 N
SWG 2d�2 - ��.�� o
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APPLICANT PHONE
RICH CLARK 406-210-6469 m 0,
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE r
PO BOX 964 PHILIPSBURG MT 59858 c
SITE ADDRESS-STREET,CITY,ZIP CODE W
390 W SATSOP DR ELMA WA 98541 rn
NAME OF DESIGNER PHONE
ADAM HUNTER 360-753-1226 I\
NAME OF INSTALLER PHONE (—
DODGE EXCAVATION 360-349-5333
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 9
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Er NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY ❑ PRIVATE INDIVIDUAL WELL N
❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL Q
❑ TABLE 9 REPAIR ❑ SINGLE FAMILY V COMMUNITY/PUBLIC WATER SYSTEM Z I0
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: STAR LAKE I i
❑ UPGRADE TO EXISTING 0 OTHER: BEDROOMS LOT SIZE
0 EXISTING FAILURE "Record Drawing required 2 0.47 co
10 for all Installations" (—Jr'
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gate) r
STAR LAKE DR TO A LEFT ON SATSOP TO SITE ON THE RIGHT AT TOP OF HILL. x C
IC
r Io
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Ir
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 El OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
r — q 2 ‘71-v 6.--c 0T e CIN • M 4
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SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
IN ECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP ICATION APPROVED BY DATE
to)
T S FO' 'AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12/7/2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number:L 9 _a A' -- 5 0 -- 12_0_ Z 7
A design will be reviewed when 3 copies of each of the following are submitted:
'1 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"X 17"
PARCEL� IDENTIFICATION
Permit Number: SWG �c�2) — 002S R l Designer's Name: ADAM HUNTER
Applicant's Name: RICH CLARK Designer's Phone Number: 360-753-1226
Mailing Address: PO BOX 964 Designer's Address: PO BOX 162
PHILIPSBURG MT 59858 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑ Sand Filter 0 Mound ❑ Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed IlitSub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class DRIP
Daily Flow: Operating Capacity 180 gpd Length 100 ft
Daily Flow: Design Flow 240 gpd Diameter 1/2 in
Septic Tank Capacity 1000 gal Number 3
Receiving Soil Type(1-6) 4 Separation 2 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 300
Designed Primary Area 750 ft2 Diameter DRIP in
Designed Reserve Area 600 ft2 Spacing 12 in
Trench/Bed Width 15 ft Manifold
Trench/Bed Length 50 ft Schedule/Class PER DRIP
Elevation Measurements Length PER DRIP ft
Original Drainfield Area Slope 20 % Diameter PER DRIP in
New Slope,If Altered 20 % Preferred manifold configuration used? IV Yes 0 No
Depth of Excavation Up-slope 12 in Transport Pipe
from Original Grade Down-slope 10 in Schedule/Class 40
Designed Vertical Separation 24 in Length 140 ft
Gravelless Chambers Required? 0 Yes itNo 0 Optional Diameter 1 in
Pump Required? EYes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 12
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 2 gal
Orifice i ft Chamber Capacity 1000 gal
Uppermost Orifice 0 Higher 111fLower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 9.1 gpm !timer lOtlapse Meter VEvent Counter
Calculated Total Pressure Head 144.4 ft TiPPOVE
r: 1 o 2GAL ,pump off 2HR
Comments
JUL 112022
„IH,soNv cMu't ENVINONMhNIAL HEALTH
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DESIGN FORM—PAGE TWO Assessor's Parcel Number:5 i g L2 K -- _6_0 -- 0 U p 1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
fit Test hole locations it Drainfield orientation and layout Reference depth from original grade:
it Soil logs le Trench/bed dimensions and
Septic tank
it Property lines critical distances within layout lit Drainfield cover
it Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property it Septic tank/pump chamber and restrictive strata:
it Measurements to cuts,banks, and locations Wt Laterals,trench bed,top and
surface water and critical areas it Observation port location bottom
ii Location and orientation of Nt Clean-out location 0 Curtain drain collector
curtain drain and all absorption of Manifold placement 0 Sand augmentation
components it Orifice placement Other cross-section detail:
it Location and dimension ofor 0 Observation ports/clean-outs
primary system and reserve area Lateral placement with distance
to edge of bed Other Information
lilt Buildings
It Audible/visual alarm referenced Yes No
it Direction of slope indicator
le Scale of drawing shown on scale le 0 Design staked out
It Waterlines bar 0 0 Recorded Notices attached
i t Roads, easements, driveways, 0 0 Waiver(s)attached
parking V 0 Pump curve attached
it North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer ili i - ��tified by installer at time of installation VYes 0 No
4/20/22
Nr4 y�:ture of Designer Date
The undersigned has reviewed this desi• on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-. ,-gulations:
A.
Env' o to 1 ea th Specialist Date
CAUTION: DESIGN APPR I VAL 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: 5—/tZ$
✓ 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.
PPR ° VED
An Installation Fee is required.
q . ���r
This form may be scanned and available for public view on tF , son lun1yillat ite.
11, ,,rig COUNTY ENVIRONMENTAL tint` fi
ate: 12/7/2015
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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 1 I 1 1 400 1
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400 I 350
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NTD-PU-PF-5 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com
Rev.3 0 01/21
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