HomeMy WebLinkAboutSWG2024-00433 - SWG Application / Design - 11/5/2024 MASON COUNTY 415N6SHELTON: 6S 427-O70,EXT584
SHELAIR.360.4215667,EXT 400
BELFAIR:380.275i46],EXT 400
Public Health & Human Services ELMA:360 82-5269,EXT 400
FAX:360427-7787
On-Site Sewage System Permit: SWG2024-00433
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
CONTRACTOR SOLD BY SARNO LLC Phone: 253-820-9979
Address: 6812 82NO AVE NW GIG HARBOR, WA 98335
OWNER BROWNSTEIN ROBERTA S Phone:
Address: 361 SE MCCOMB WAY SHELTON, WA 98584
SEPTIC DESIGNER ADAM HUNTER' Phone: 360-753-1226
Address: PO Box 162 OLYMPIA,WA 98507
Site Address: UNKNOWN
Primary Parcel Number: 220301004120
Permit Description: New 4bd pressure trench
Permit Submitted Date: 11/05/2024
Permit Issued Date: 1111912024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $805.00 (additional fees may ne required upon installation of system).
Permit Expiration Date: 11/18/2027 (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 Drainfie/d 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 bactiill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
bacWl 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.govlheahhlenvironmenta0onsiteloss-inspectlon-mquest.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH UMERECFI 11/5/2024 D
ONSITE SEWAGE SYSTEM APPLICATION AMOUNTRECFINFD: 805 RRD ��. online o m
415146th Steet,(BIdg8) Shehon WA,98584 < w
Shehore 36D477-9678 ext 4G0 Belfalr 360.D5-0467 en 408 SWG 2024-00433 o p
2 N
Z 9
APPLICANT PHONE D D
BILLY BARING 2538209979 m m
MAILING AGGRESS-STREET CITY.STATE.ZIP CODE r
11400 OLYMPUS WAY GIG HARBOR WA 98332
SITE ADDRESS-STREET,CITY,Z PCODE m
XX SE MCCOMB WAY SHELTON WA 98584 z
NAME OF DESIGNER PHONE
ADAM HUNTER 3607531226
NAME OF INSTALLER PHONE
TBD
CHECKAU_APPUCASI£ITEMS DRINKING NNTER SOURCE
[) NEWCONETRUCTION [) RV HOLDING TANK ONLY Ef PRNATE INDMDUAL WELL 4A I N
[) REPIACEMENTSYSTEM [) INSTAUATIONPERMITONLY ❑ PRIVATETWO-PARWMLL = I W
[) TABLE 9 REPAIR [) SINGLE FAMILY [) COMMUNITY/PUBLICIMATERSYSTEM Q
[) TANK(S)ONLY [) COMMERCIAL SYSTEM NAME:
❑ UPGRADE TO EXISTING [) OTHER: BEDROOMS LOTBRE I A
❑ EXISTING FAILURE °Ra[adWLMM9/rWN^B 4 1,77 03 N
waftNUM n•^ r I o
DIRECTIONSTO SUE-BE SPECIFIOANDA➢VISE OFANY NEEDED INFORMATION FORACOESS UP.bcXM pW)
ARCADIA RD TO A LEFT ON MCCOMB TO SITE AT THE END ON THE RIGHT.
r
O
s!/EMWreEFUOO®FROM MNN NOMANOTESrNOIESYUSTBE FLAOOBD B1rx TE$TxOLE NUMBERS
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE`FAILURE SOURCE(hr lepa" .R MN)
[)VOLUNTARY 11MAINTENANCEIPUMPING [)BUILDING PERMIT [)HOMESALE [)COMPLAINT POTHER:
INSPECTORSOILLOGS COMMENTS I CONDITIONS
TH1: 0-57 LFS to bottom of hole
TH2: 0-63 LFS/GMS pockets towards
bottom
TH3: 0-32 LFS, 32+ mott (reserve)
SCIL WOES:
V^VERY G=GRAVELLY S=SANG L=LOAM Y-SILT C=CIAY E-ESTREMELY R=ROOTS
INSPECTOR SIGNATURE DATE APPLIGTKTNEAPIRATIONDATE APPLICATIONA➢PROVEDSY DATE
gfi"SL4 11/18/24 11/18/27 11/19/24
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC AM ON THE MABON COUNTY WESSITE REVISED IWM15
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 22030-10-04120
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 maybe scanned and available for public view on the Mason County Web able.Maximum paper sue: 11"X IT'
PARCEL IDENTIFICATION
Permit Number: SWG 2024-00433 Designer's Name: ADAM HUNTER
Applicant's Name: BILLY SARNO Designer's Phone Number: 360-753-1226
Mailing Address: 11400 OLYMPUS WAY Designer's Address: PO BOX 162
GIG HARBOR WA 98332 OLYMPIA WA 98507
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
,-/ Drainfield Type
❑ na Gravity Pleasure IITrench ❑Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class 40
Daily Flow:Operating Capacity 360 gpd Length 67 it
Daily Flow:Design Flow 480 gpd Diameter 125 in
Septic Tank Capacity 1200 gal Number 4
Receiving Soil Type(1-6) 4 Separation 6 It
Receiving Soil Appl.Rate 0.6 gpd/ft' Orifices
Required Primary Area 800 ft' Total Number of Orifices 136
Designed Primary Area 804 ftz Diameter 118 n
Designed Reserve Area 804 ft2 Spacing 24 in
Trench/Bed Width 3 ft Manifold
Trenchi Length 268 ft Schedule/Class 40
Elevation Measurements Length 22 fi
Original Drainfield Area Slope 2 % Diameter 2 in
New Slope,If Altered N/A /a Preferred manifold configuration used? IYYe9 O No
Depth of Excavation U"lope 24 in Transport Pipe
from Original Grade Down-dope 22 in Schedule/Class 40
Designed Vertical Separation 24 in Length 120 ft
Gravelless Chambers Required? ❑Yes 0 No 0 Optional Diameter 2 in
Pump Required? ❑ Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 80 gal
Orifice 10. ft Chamber Capacity 1200 gal
Uppermost Orifice O Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 56.022 gpm OTimer EElapse Meter 1lEvent Counter
Calculated Total Pressure Head 23 357 ft If Timer: Pump on 80GAL ,pump off 4HRS
Comments
EH APPROVED
Rhonda Thompson 11/19/2024
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 22030-10-04-120____
Permit Number: SWG 2024-00433
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
12f Test hole locations Ed Drainfield orientation and layout Reference depth from original grade:
19 Soil logs E9 Trench/bed dimensions and Ed Septic tank
9 Property lines critical distances within layout EZ Drainfield cover
EZ Existing and proposed wells 9 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 9 Septic tank/pump chamber and restrictive strata:
13 Measurements to cuts, banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas 9 Observation port location bottom
❑ Location and orientation of EX Clean-out location ❑ Curtain drain collector
curtain drain and all absorption R( Manifold placement ❑ Sand augmentation
components IZ Orifice placement Other cross-section detail:
19 Location and dimension of Lateral placement with distance E9 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information Buildings
12f Audible/visual alarm referenced Yes No
IZ Direction of slope indicator ES Scale of drawing shown on scale d ❑ Design staked out
9 Waterlines bar ❑ ❑ Recorded Notices attached
lZ Roads,easements,driveways, ❑ ❑ Waiver(s)attached
parking ❑ ❑ Pump curve attached
Ir7 North arrow and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must ben y i at time of installation ❑Yes ❑ No
11/5/24
ah f Designer Date
The undersigned has reviewed this esign on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
O sljvy 11/19/24
Environmental Health Specialist 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: 11/18/27
✓ Dminfield 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: 12/72015
PAGE
EH APPROVED
Rhonda Thompson 1111 912 02 4
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITEK PARCEL#: 2=13 104M120
DATE SUBMITTED: 11MW4 LEGALILOT#
SUBMITTED BY: ADM HUNTER
APPLICANT: BILLY SARNO
ADDRESS:
I.CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 480
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= B6 GPDIF72
REDUCTION=LEAVE SLAW IF NOTUSED
DRAINFIELD SIZING
ABSORPTION AREA 804 FT2
TRENCH LENGTH OR BED CONFIG.= 4-6TFT LATERALS
11.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1200 GAL.CONCRETE
NEW OR EXISTING= NEW
IN.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 2'-0'
ROCK DEPTH BELOW PIPE= 0'-6"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-0'
FILL DEPTH= 1'-w
TRENCH WIDTH= S'-0.
N.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 80
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 118
11/5/24
x
" 'N"i1'.51Vi��54 •
26
EH APPROVED PAGE
Rhonda Thompson 11/19/2024
LATERAL k1=
SQUIRT HEIGHT(FT)= 5.00
(N01E(f):ORIFICEDISCWRGERATE•(11.n)X(ORIFICEDIAMETERJS03X
SDRWTOF(MTALPRESSUREH D)
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 87.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 0'F
NUMBER OF HOLES= m
LATERAL DISCHARGE RATE= 14.W5
LATERAL k2=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.41193
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 0'B'
NUMBER OF HOLES= 34
LATERAL DISCHARGE RATE= 14.005
LATERALk3=
SQUIRT HEIGHT(FT)= 5.00
ORIFICE DISCHARGE RATE= 0.4110
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING= Y 0'
DISTANCE FROM END CAP= O 8'
NUMBER OF HOLES= 34
LATERAL DISCHARGE RATE= 14.005
LATERAL k4=
SQUIRT HEIGHT(FT)= 5S0
ORIFICE DISCHARGE RATE= 0,41193
LATERAL LENGTH IN FEET= 67.00
ORIFICE SPACING= 2'0'
DISTANCE FROM END CAP= 0-6-
NUMBER OF HOLES= N
LATERAL DISCHARGE RATE= 14.005
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AS 120.00 2.00 55.022 5.937
BC 1.00 2.00 25.a11 0.014
CD 22.o0 2.00 14.005 Dw
DE 67.00 1.25 14.W5 1.=
TOTAL= 7.857
"TOTALHEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= T.857
2)ELEVATION DIFFERENCE = 10.wo
3)RESIDUAL = 5.00)
11/5/24 TOTAL= 23.357
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26
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CAPACITY LITERS PER MINUTE
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Rhonda Thompson 11/19/2024
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