HomeMy WebLinkAboutSWG2023-00262 - SWG Application / Design - 6/22/2023 WA
584
MASON COUNTY N6THELTON:SHELT96 , EXT 400
SB STREET.
SHEL-967q EXT 400
L 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: SWG2023-00262
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: XXXX SE Crescent Dr
Primary Parcel Number: 319045300016
Permit Description: 2-bedroom Glendon Biofilter
Permit Submitted Date: 06/22/2023
Permit Issued Date: 12/01/2023
Issued By: David Anderson
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/22/2026 (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: ma soncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670,extension 400.
•
OFFICIAL USE ONLY
"` "NP MASON COUNTY PEC[I
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PublRHeeNA(communi aHeahNElronmental Health)a,,.a, twat 4m.WA9,� wG a.0 `3 - (�0 o p
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ON-SITE SEWAGE SYSTEM APPLICATION 3 z
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APPLICANT PHONE
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RUBEN ARIAS =
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MAILING ADDRESS-STREET!CITY!STATE ZIP CODE
4307 67TH AVE CT W UNIVERSITY PLACE WA 98466 mix'
A
SITEADDRESS-STREET,CITY ZIP CCOE
(TBD)SE CRESCENT DR SHELTON a ma34 Ag NAME OF DESIGNER PHONE
BRANDON JONES 360-550-4277
NAME OF INSTALLER PHONE BY: O IS
PERMIT TYPE(select one) DRINKING WATER SOURCE C2 to
gRESIDENTIAL OSS N COMMUNITY OSS 5 COMMERCIAL OSS 5 PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z �
TYPE OF WORK(salad one) ai PUBLIC WATER SYSTEM r
g NEW CONSTRUCTION/UPGRADES 6 REPAIR/REPLACEMENT OTHER DETAILS(select all Mal apply) D TABLE IX REPAIR Iu%
SUBMITTALSM 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE m
L_ DESIGN FORM(REQUIRED) F SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r
I Via
g WAIVER(S)(IF APPLICABLE) 2 .26 ACRES 0 O
DIRECTIONS TO SITE AND SITE CONDITIONS.Tex locked pare)
GATED COMMUNITY(FAWN LAKE) FROM US-3 TAKE SE CRAIG RD, THEN WEST ON SE COLE RD. I 10
SE CRESCENT DR (AND GATE)ON RIGHT IN APPROX. 2-MILES. THROUGH GATE TURN LEFT AT
TEE, DRIVE AROUND LAKE. PROPERTY ON RIGHT(WATER SIDE) IN APPROX. 1.16 MILES O
ti
CONTACT DESIGNER FOR SITE MEETING ARRANGEMENTS r
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY D MAINTENANCE/PUMPING D BUILDING PERMIT ❑HOME SALE ❑COMPLAINT DOTHER'.
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
VI ,.faL on ( /ri/zaz3
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.
7PRCTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI LION APPROVED/ISSUED BY DATE
THI$IFO Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1NI2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 1 9 0 4 _- 5 3 __ 0 0 0 1 6
' A design will be reviewed when 3 conies of each of the following are submitted:
v Completed design form that has been signed and dated. a 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"
^^fr ^^ PARCEL IDRNTDpCATION
Permit Number: SWO r -U2�-(7()-b(a 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
L'Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Typc:
❑ Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity ❑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 fir 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 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation ce-sluee N/A in Transport Pipe
from Original Grade Dawa-slope N/A in Schedulc/Class SCH-40
Designed Vertical Separation 24 in Length 1001 +/- ft
Gravelless Chambers Required? ❑Yes 0 No 0 Optional Diameter 1 in
Pump Required? Er Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 112
Diff in Elevation Between Pump&Uppermost Orifice 15' Fill Dose quantity .8 gal
Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) 1000 gal
Uppermost Orifice S Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity L Total Pressure Head N/A gpm timer IEElapse Meter ',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)
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 9 0 4 _ 5 3 -- 0 0 0 1 6
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
O Test hole locations E Drainfield orientation and layout Reference depth from original grade:
✓ Soil logs g Trench/bed dimensions and pJ Septic tank
▪ Property lines critical distances within layout H Drainfield cover
❑ Existing and proposed wells ® D-Aox/Valve box locations Reference depth from original grade
within 100 ft of property H Septic tank/pump chamber and restrictive strata:
El Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and
surface water and critical areas 17 Observation port location bottom
❑ Location and orientation of ® Clean-out location 0 Curtain drain collector
curtain drain and all absorption pJ Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
S Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
El Buildings g Audible/visual alarm referenced Yes No
!d Direction of slope indicator g Scale of drawing shown on scale ❑ Er Design staked out
S Waterlines bar 0 Ef Recorded Notices attached
✓ Roads,easements,driveways, B. 0 Waiver(s)attached
parking ❑ Er Pump curve attached
H North arrow and scale drawing 0 g Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation ❑Yes Er No
Its/1.l
Signature of Desiymer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-si lations:
177Ii?07
vrronmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. / /z z /7076
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: (- (/ I/ 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.
Updated Date: 12/7/2015
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. • CLIENT:
CONTROL RUBEN ARIAS
PANEL
o PARCEL # :
31904-53-00016
CONTINUOUS CONDUIT
TO PUMP JUNCTION BOX PROJECT ADDRESS :
(TBD) SE CRESCENT DR
4"X8" TREATED POST SHELTON, WA 98584
4'
SHEET ID:
E-401
POURED CONCRETE 7'
FINAL GRADE \
—� REVISIONS :
` HORIZO \
-.T- - '3601 .55C . 921'Y
1. LOCATE CONTROL PANEL WITHIN VIEW OF F.O. Ecx 3C31
PUMP TANK ACCESS LID. WA 98383
2. CONTROL PANEL MAY ALSO BE INSTALLED
ON EXTERIOR WALL IF INSULATORS ARE
USED TO DAMPEN POSSIBLE MOTOR
CONTACTOR NOISE.
3. INSTALL CONTROL PANEL IN AN EASILY it
ACCESSIBLE AND SHADY AREA (IF 1
POSSIBLE) TO AVOID TEMPERATURE e�P1
EXTREMES WHICH CAN BE DETRIMENTAL ' 44 yell
TO ELECTRICAL COMPONENTS. isle;II-
CONTROL PANEL MODEL SPECIFIED: •i`"' �/ :!ul
!/ I.
AQUAWORX =i jo • 11
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(AS REQ'D) �ij `ce
• 1
EXPIRIES 2/26/24
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