HomeMy WebLinkAboutSWG2022-00602 - SWG Application / Design - 12/6/2022 415 N 6NM TH STREET, SHELTON,WA 98584
MASONCOUNTY 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: SWG2022-00602
APPLICANT DAVIS DAMIEN K & CAROL M Phone:
Address: 10011 99TH AVENUE CT SW TACOMA, WA 98498
OWNER DAVIS DAMIEN K & CAROL M Phone:
Address: 10011 99TH AVENUE CT SW TACOMA, WA 98498
SEPTIC DESIGNER Jim Hunter and Associates Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 471 W NAHWATZEL BEACH DR
Primary Parcel Number: 520045000042
Permit Description: Repair 2bd ATU to pressure bed
Permit Submitted Date: 12/06/2022
Permit Issued Date: 02/24/2023
Issued By: Rhonda Thompson
Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 01/20/2024 (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.
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OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATERECENED: ) 1. G , .1. 1
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ONSITE SEWAGE SYSTEM APPLICATION AMOUNT IV • — RECEIVED W cn
415 N 6th Street,(Bldg 8) Shelton WA,98584 O < Co
Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400
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APPLICANT PHONE > >
DAMIEN DAVIS 253-381-6150 m m
MAILING ADDRESS-STREET.CITY.STATE,ZIP CODE
10011TH 99TH AVE CT SW LAKEWOOD WA 98498 c
SITE ADDRESS-STREET,CITY.ZIP CODE W
I
471 WEST NAHWATZEL BCH DR SHELTON WA 98584XI
NAME OF DESIGNER PHONE
JIM HUNTER 360-753-1226
NAME OF INSTALLER PHONE
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0
❑ NEW CONSTRUCTION El RV HOLDING TANK ONLY L�PRIVATE INDIVIDUAL WELL � lc)
❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY ❑ PRIVATE TWO-PARTY WELL Z
❑ TABLE 9 REPAIR 0 SINGLE FAMILY ElCOMMUNITY/PUBLIC WATER SYSTEM I
❑ TANK(S)ONLY ❑ COMMERCIAL SYSTEM NAME: t
❑ UPGRADE TO EXISTING 0 OTHER' BEDROOMS LOT SIZE C-5-1
IX EXISTING FAILURE "Record Drawing required 2 W
for all Installations"
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex.locked gale) Q l
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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 CI HOME SALE ['COMPLAINT ❑OTHER:
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
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4 SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM SI=SILT C=CLAY E=EXTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE
in ' Izulz`-f Z(z1 IZ 3
T IS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12n/2015
1 il
DESIGN FORM—PAGE ONE Assessor's Parcel Number:5 2 0 U 1 -- S O -- OQ_01 Z
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 17"
r- PARCEL IDENTIFICATION •
Permit Number: SWG�7i� OO�OO2 Designer's Name: JIM HUNTER
Applicant's Name: DAMIEN DAVIS Designer's Phone Number: 360-753-1226
Mailing Address: 10011TH 99TH AVE CT SW Designer's Address: PO BOX 162
LAKEWOOD WA 98498 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
F,Aerobic Unit Make/Model Cit.1,.Z 5410 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity Er 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals !/�
Number of Bedrooms 2 Schedule/Class 30'U - `0
Daily Flow:Operating Capacity 4 y 0 gpd Length 30 ft
Daily Flow: Design Flow 240 gpd Diameter /2' I in
Septic Tank Capacity 14 ( 4, gal Number 3
Receiving Soil Type(1-6) ', Separation 3.3 3 ft
Receiving Soil Appl. Rate 0.8 gpd/ft2 Orifices
Required Primary Area 3 p;} ft2 Total Number of Orifices 51
Designed Primary Area t Diameter 3/16 in
Designed Reserve Area ty ,p ft2 Spacing , 2 \ in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 30 ft Schedule/Class 4 0 4)
Elevation Measurements Length CO,1 ft
Original Drainfield Area Slope 3 % Diameter 2 in
New Slope,If Altered —� % Preferred manifold configuration used? Yes 0 No
Depth of Excavation Up-slope 12 " in Transport Pipe
from Original Grade Down-slope 2 ?ZIT- L V
in Schedule/Class
Designed Vertical Separation 12 in Length 172.0 ft
Gravelless Chambers Required? If Yes 0 No 0 Optional Diameter 2 in
Pump Required? ft Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 40 gal
Orifice 1.3 ft Chamber Capacity 1200 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 36.614 gpm !timer lklapse Meter I"Event Counter
Calculated Total Pressure Head 24.833 ft If Timer: Pump on ,Pump off
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number:5 Z O OLI -- 0 -- 0 V 0 M 2
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
❑ Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
❑ Soil logs 0 Trench/bed dimensions and 0 Septic tank
❑ Property lines critical distances within layout 0 Drainfield cover
❑ Existingand proposed wells ❑ D-Box/Valve box locations
Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations 0 Laterals,trench bed,top and
surface water and critical areas 0 Observation port location bottom
❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation
components ❑ Orifice placement Other cross-section detail:
❑ Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
❑ Buildings Other Information
❑ Audible/visual alarm referenced Yes No
❑ Direction of slope indicator ❑ Scale of drawing shown on scale 0 0 Design staked out
❑ Waterlines bar 0 0 Recorded Notices attached
❑ Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
❑ North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notifi time of installation 0 Yes ,No
( z -S_22
Sigma e o 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 local on-site regulations:
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. (7C)
✓ 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
PAGE 1
THURSTON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL#: 52004-50-00042
DATE SUBMITTEI 04/20/22 LEGAL/LOT#: NAHWATZEL BCH
TRACT 42
SUBMITTED BY: JIM HUNTER
APPLICANT: DAMIEN DAVIS APPROVED
ADDRESS: 10011 99TH AVE CT SW
LAKEWOOD,WA 98498 FEB 2 4 2023
MASON COUNTY ENVIRONMENTAL HEALTH
I. CALCULATIONS
RET
NUMBER OF BEDROOMS = 2
RESIDENTIAL GPD FLOW = 240
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 0.8 GPD/FT2
REDUCTION= LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 300 FT2
TRENCH LENGTH OR BED CONFIG. = 10'X 30'
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= NUWATER BNR-500 ATU
NEW OR EXISTING= NEW
III. DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION = >1'-0"
FILL DEPTH= 1'-0"
TRENCH WIDTH = N/A
IV. PUMP REQUIREMENT
DOSING VOLUME IN GALLONS = 40 „A
NUMBER OF DOSES PER DAY= 6 rySil
V. PRESSURE CALCULATIONS ',,�( �,``. ?'wb s�
USING PIPE CLASS 5�'v L ;>t 511 ,2r3
ORIFICE 3/16 0, jAME-A t!tY4.1 R sty .
s,lc•z .O3/2.2/1.
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT) 3.00
(NOTE(2):ORIFICE DISCHARGE RATE=(11.79)X(ORIFICE DIAMETER)S02 X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.71792
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING = 1'9"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 17
LATERAL DISCHARGE RATE= 12.205
LATERAL#2 =
SQUIRT HEIGHT(FT) 3.00
ORIFICE DISCHARGE RATE = 0.71792 A p O
LATERAL LENGTH IN FEET= 30.00 VED
ORIFICE SPACING = 1 9" FEB 4 2023
DISTANCE FROM END CAP= 1'0" MASON COUNTyE
NUMBER OF HOLES = 17 'ti
�VIRON.MEN'TAL
LATERAL DISCHARGE RATE= 12.205 RET HEALTH
LATERAL#3=
SQUIRT HEIGHT(FT) 3.00
ORIFICE DISCHARGE RATE= 0.71792
LATERAL LENGTH IN FEET= 30.00
ORIFICE SPACING= 1'9"
DISTANCE FROM END CAP = 1'0"
NUMBER OF HOLES = 17
LATERAL DISCHARGE RATE = 12.205
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 172.00 2.00 36.614 3.205
BC 1.80 2.00 24.409 0.016
CD 3.40 2.00 12.205 0.008
DE 30.00 1.00 12.205 1.303
TOTAL= 4.533
! S�LZ **TOTAL HEAD LOSS **
• ds> +
.rAc`�,�W�::<, i, 1)FRICTION LOSS THROUGH SYSTEM= 4.533
Fti
4••4,, t°' sV„ k 2)ELEVATION DIFFERENCE = 17.300
51rx;273
0: JAML' .13i1NTER 3)RESIDUAL = 3.000
ICNF.t? 'f
03/2.2_/7, TOTAL= 24.833
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