HomeMy WebLinkAboutSWG2022-00614 - SWG Application / Design - 12/13/2022 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: SWG2022-00614
APPLICANT ARIAS INVESTMENTS OZF LLC Phone:
Address: 4307 67TH AVE CT W UNIVERSITY PLACE, WA 98466
OWNER ARIAS INVESTMENTS OZF LLC Phone:
Address: 4307 67TH AVE CT W UNIVERSITY PLACE, WA 98466
SEPTIC DESIGNER Brandon Jones -Horizon Wastewater Phone: 360-550-4277
Address: PO Box 3031 SILVERDALE, WA 98383
Site Address: 1680 SE Crescent Dr
Primary Parcel Number: 319045300015
Permit Description:
Permit Submitted Date: 12/13/2022
Permit Issued Date: 02/14/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/11/2026 (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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
DATE RECEIVED, ' r I I -7 1 ^ r�2� - C N
r�`�.""�: MASON COUNTY J Lv
c COMMUNITY SERVICES AMOUNTRECENED: RECEIVED BY.
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415 N.6-%]e.et-Shw36WA 9858A],lnt.4lYJ S ���Da - 0 61� O O
a t 5 N.stn Street-Shelton.WA 985sa Wl^V\1
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ON-SITE SEWAGE SYSTEM APPLICATION n
m n m
APPLICANT PHONE
RUBEN ARIAS z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE C
4307 67TH AVE CT W UNIVERSITY PLACE WA 98466 CO
EET,CITY,ZIP CODE
1680SITE ESESS- RCRESCENT DR SHELTON WA 98584 Iiiir
NAME OF DESIGNER P-ONE I.I.
i BRANDON JONES 360-550-4277
NAME OF INSTALLER PHONE ❑ Iii
< I O
PERMIT TYPE(select one) DRINKING WATER SOURCE O
R.RESIDENTIAL OSS LIICOMMUNITY OSS Fl COMMERCIAL OSS U PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z
TYPE OF WORK(select one) c w PUBLIC WATER SYSTEM r
K NEW CONSTRUCTION!UPGRADES 15REPAIR(REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR rA
SUBMITTALS G El SURFACING SEWAGE 0 EXISTING FAILURE ID SHORELINE
r I�
F. R'1 DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS I OT SIZE
WAIVER(S)(IF APPLICABLE)
2 .27 ACRES ° (�
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
GATED COMMUNITY(FAWN LAKE) FROM US-3 TAKE SE CRAIG RD, THEN WEST ON SE COLE RD. IV
SE CRESCENT DR(AND GATE)ON RIGHT IN APPROX. 2-MILES.THROUGH GATE TURN LEFT AT Iv
TEE, DRIVE AROUND LAKE. PROPERTY ON RIGHT (WATER SIDE) IN APPROX. 1.16 MILES
CONTACT DESIGNER FOR SITE MEETING ARRANGEMENTS I_
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. IA
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ['COMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
.75
2 \-( 5,L,
l S.
lV t\1
E.w
RECORD DRAWING AND INSTALLATION REPOR-
SOIL CODES:
V= RY G=GRAVELLY S=SAND L=LOAM Si-SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
SPE TOR SIGNATURE DATE APPLICATION EXPIRATION DATE PPLCATI N APPR V D/ISSUED BY DATE
IN 1
T FO BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12n2015
t
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 1 9 0 4 __ 5 3 __ 0 0 0 1 5
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: 11"X/7"
PARCEL IDENTIFICATION
Permit Number: SWG 1( 22.— n O(D l Lk Designer's Name: BRANDON JONES
Applicant's Name: RUBEN ARIAS Designer's Phone Number: 360-550-4277
Mailing Address: 4307 67TH AVE CT W Designer's Address: PO BOX 3031
UNIVERSITY PLACE, WA 98466 SILVERDALE WA 98383
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
( 'Glendon Biofilter ❑Sand Filter ❑Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type:
0 Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 2 Schedule/Class
Daily Flow: Operating Capacity 180 gpd Length ft
Daily Flow: Design Flow 240 gpd Diameter in
Septic Tank Capacity(working) 1000 gal Number
Receiving Soil Type(1-6) 5 Separation ft
Receiving Soil Appl.Rate .4 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices
Designed Primary Area 600 ft2 Diameter in
Designed Reserve Area 600 ft2 Spacing in
Trench/Bed Width ft Manifold
Trench/Bed Length ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 20 % Diameter in
New Slope,If Altered N/A 4 Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope N/A P Transport Pipe
from Original Grade Down_slope N/A ScheCul0laV E SCH-40
Designed Vertical Separation 24 EOn 3 70' ft
� N_ y ter 2 1 in
Graveness Chambers Required? 0 Yes 0 No t6 }��RO
Pump Required? 'Yes 0 No JBw� N�1tNTAL e)i§and Pump Chamber
Pump/Siphon Specifications Numbel<of doses/day 112
Diff.in Elevation Between Pump&Uppermost Orifice 15'+/-ft Dose quantity .8 gal
Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice'Higher ❑Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head N/A gpm 'Timer 1I3'Elapse Meter 2'Event Counter
Calculated Total Pressure Head N/A ft If Timer: Pump on FIELD TEST ,pump off 13M (+/-)
Comments
GLENDON M31 UNITS SHOULD BE SET FOR OPERATING FLOW (90 GALLONS/UNIT/DAY)
FIELD TEST PUMP PERFORMANCE TO DETERMINE PUMP ON SETTING (.8 GAL/DOSE)
i
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 9 0 4 __ 5 3 __ 0 0 0 1 5
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations g Drainfield orientation and layout Reference depth from original grade:
1 Soil logs Lo( Trench/bed dimensions and g Septic tank
Property lines critical distances within layout la Drainfield cover
❑ Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property Lo( Septic tank/pump chamber and restrictive strata:
la Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas 1;1 Observation port location bottom
❑ Location and orientation of Elg Clean-out location 0 Curtain drain collector
curtain drain and all absorption Lv( Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
P1 Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
0 Buildings 0 Audible/visual alarm referenced Yes No
P1 Direction of slope indicator Ei calpPof wing shown on scale ❑ l�Lot Design staked out
P1 Waterlines R
o ❑ Recorded Notices attached
0 Roads,easements,driveways, r Lot ❑ Waiver(s)attached
ii parking 0 1$Pump curve attached
g North arrow and scale drawing FEB 14 2023 ED
❑ Lg Evaluation of failure
shown on scale bar MASON COUNTY ENVIRONMENTAL HEALTH Non-residential justification
J B W ❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified y installer at time of installation 0 Yes Ef No
12/6/2022
Signature of 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 loca on ite regulations:
�iI ntal Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 1 I /�W
✓ 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.
Updated Date: 12/7/2015
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