HomeMy WebLinkAboutSWG2024-00226 - SWG Application / Design - 5/21/2024 ® MASON COUNTY 915 NB SHSTREET SHELTO70.EXT 594
SHELFAIR 360-27 - 70,EXT 400
BE ELMA,380-275d48],Exi 400
MO
Public Health & Human Services ELMA:380i82b25e.EXT 400
FAX:W427-7787
On-Site Sewage System Permit: SWG2024-00226
APPLICANT Brooke Fesenbek Phone: 360-556-0171
Address: 732 SE Binns Swiger Loop Rd SHELTON,WA 98584
OWNER JERRELLS NEILA Phone:
Address: PO BOX 377 UNION,WA 98592
SEPTIC DESIGNER JUSTIN RUSSELL• Phone: 360.956.7242
Address: PO BOX 14531 TUMWATER,WA 98511
Site Address: 1716 Holman St
Primary Parcel Number: 320295201003
Permit Description: 2-bedroom pressure system: REPAIR
Permit Submitted Date: 0 5121/2 0 2 4
Permit Issued Date:
Issued By: David Anderson
Current Permit Fees Paid: $805.00 (e ifibwi We may be m4uire Gaon 1nstanewn a aymem).
Permit Expiration Date: 06/04/2025 (ba.e4 on 4eteam.aecooal
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department stag per Mason County Title 17,
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County/s obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth speed on
design form.
4 Installeris responsible for obtaining Mason County installation approval prior to bacAtll of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
bacWt 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/heagldenvimnmental/onshe/oss4nspection4equest.php or rill:
360-427-9670,extension 400.
FRLCDveD. OFFICIAL USE ONLY
® MASON COUNTY 1 y a
COMMUNITY SERVICES °° y
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PubIMXeMM�mmu,iM�eSKNDMmn mal XeelMl C y
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ON-SITE SEWAGE SYSTEM APPLICATION
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RPFLICAM PIpNE 0 IB
BROOKE FESENBEK 36 -556-0171 U
MAILINGADDRESS-STREET.OTY STATE,ZIIPODEE m
732 SE BINNS SWIGER LOOP RD SHELTON WA 98584 D z
1716SITE ESETRHOLMAN ST d SHELTON WA 98584 � I w
NAME OF DESIGNER PHONE D N
JUSTIN RUSSELL MAY 21 2024 HONE 0-1233 0
NAME OF INSTALLER PHONE O
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PERM ITTYPE,Rehd el DRINKING WATER SOURCE y N
®RESIDENTIALOSS S]COMMUNITYOSS SICOMMERCIALOSS Fal PRIVATE INDIVIDUAL WELL ID PRIVATE TWO-PARTY WELL 2 co
TYPqEOF WDRBpebCwM1 M PUBLIC WATER SYSTEM
SINEW CONSTRUCTION I UPGRADES ®REPAIRIREPIACEMENT OTRERDETAILSMSIMStl A*X) ❑TABLE IX REPAIR I (T
SUBBIRALS OSURFACINGSEWAGE jif EXISTING FAILURE OSHOREUNE m
®DESIGN FORM(REQUIRED) ®SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r IN
EIMIVER(S)(IF APPLICABLE) 2 0.15 ACRES S
DIRECTK)NSTOSREANDSITECONUTIONS (Ba.k4MWERU1
FROM HIGHWAY 101 AND HIGHWAY 3, HEAD NORTH ON HIGHWAY 3, TURN RIGHT
ON SE ARCADIA RD, TURN LEFT ON SE HOLMAN ST TO SITE ON RIGHT. rO o
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SfTENVSTM GGEDFRgJWMI DANDMSTHOUSMUSTBEft G6E0WTTRTESTMOLENWMRS. w
OFFICIAL USE ONLY BELOW THIS LINE
UPGRUEI FAILURE SOURCE(MrtW REEUSOBS)
❑VOLUNTARY OMAINTENANCE,PUMPING OBUILDINGPERMIT CIHOMESALE DOOMPIAINT OOTHER'.
INSPECTORSOILLOCS COMMENTS I CONDTIONS
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SOIL CODES: REODROIXUWINGANDINSTALIATIONREPCRT
V=VERY G=GRAVELLY
S=SI AIpUOAM SI=SILT C=CLAY E-EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL.
INSP 81GNATURE DATE APPLICATION EXPIRATION DATE APRILIG I APPROVEW ISSUED BY DATE
V V/7ol 6 /N lo2 1Ci2
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WESSITE REVISED 1L 15
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 9 — 5 2 — 0 1 0 0 3
A design will be reviewed when 3 copies of each of the following are submitted:
a Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist
v 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. Slaxinrunr papei size: /I 'X I "
- rr PARCEL IDENTIFICATION .:.
PermitNumber: SWG 702/' -D022D Designer's Name: 3USTIN RUSSELL
Applicant's Name: BROOKE FESENBEK Designer's Phone Number: 360-970-1233
Mailing Address: 732 SE BINNS SWIGER LP RD Designer's Address: 4931 68TH AVE NE
SHELTON WA 98584 OLYMPIA WA M16
city Slate zip city State Zi
'-DESIGN P'
Treatment Device
❑Glendon Biofrlter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity RfPressure G',Trench ❑ Bed ❑Sub Surface Drip
Septic TankNrainfield Specifications Laterals
Number of Bedrooms 2 / Schedule/Class 40
Daily Flow:Operating Capacity 18o gpd Length 134 ft
Daily Flow:Design Flow 240 gpd Diameter 1.25 in
Septic Tank Capacity(working) 1000 gal Number 3
Receiving Soil Type(1-6) 4 — Separation 6 ft
Receiving Soil Appl.Rate .6 gpd/ft' Orifices
Required Primary Area 400 -/ 1e Total Number of Orifices 67 _
Designed Primary Area 402 rr ftr Diameter 118 in
Designed Reserve Area ft' Spacing 24 in
Trench/Bed Width 3 It Manifold
TrenchBed Length 134 — ft Schedule/Class 40
Elevation Measurements Length 70 ft
Original Drainfield Area Slope 6 % Diameter 1.5 in
New Slope,If Altered % Preferred manifold configuration used? Sf Yes ❑No
Depth of Excavation Up-slope 16 - in Transport Pipe
from Original Grade pawn-slope 4 in Schedule/Class 40 '
Designed Vertical Separation 24 - in Length 22 ft
Gravelless Chambers Required? fff Yes ❑No ❑Optional Diameter 1.5 in
Pump Required? 56 Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Diff.in Elevation Between Pump&Uppermost Orifice 2.1 ft Dose quantity 45 �— gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) l000l gal
Uppermost Orifice❑Higher ❑Lower than Pump Shutoff Pump controls:Ples ae check those required.
Capacity @ Total Pressure Head 28.14 gpm gTimer G(Elapse Meter Gf Event Counter
Calculated Total Pressure Head 12.19 ft If Timer: Pump on 1 MIN 35 SEC pump off 6 HOURS
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 9 — 5 2 -- 0 1 0 0 3
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
5d Test hole locations [9 Drainfield orientation and layout Reference depth from original grade:
R1 Soil logs Rf Trench/bed dimensions and if Septic tank
9 Property lines critical distances within layout 66 Drainfield cover
❑ Existing and proposed wells R1 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property R1 Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations Z Laterals,trench/bed,top and
surface water and critical areas [9 Observation port location bottom
❑ Location and orientation of [9 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption R1 Manifold placement ❑ Sand augmentation
components 69 Orifice placement Other cross-section detail:
❑ Location and dimension of [d Lateral placement with distance 1f Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
6b Buildings [9 Audible/visual alarm referenced Yes No
❑ Direction of slope indicator Rf Scale of drawing shown on scale d ❑ Design staked out
Ib Waterlines but [if ❑ Recorded Notices attached
R1 Roads,easements,driveways, ❑ if Waiver(s)attached
parking [9 ❑ Pump curve attached
R1 North arrow and scale drawing ❑ ❑ 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 0*es ❑ No
1/zo kvf
Signat signer D
The undersigned has reviewed this design on behalf of Mason County Public Health and dete gnbit to be in
compliance with state and local on-site uI ions: ^) P
// � 1?1�?o2Y R�VF
Environmental Health Spe alis Da 410,TCOpp��UN O j ZO?y
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COND[��p�y
✓ The design is stamped"Approved"by Mason County Public Health. ,r Hpq/TF DMA Nh1E/y 4q
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: e(elli
✓ 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: 12/720/5
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Pump Specifications I
250-Series Submersible ,����
Sump / Effluent Pumps`
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ALPHA SEPTIC SOLUTION, LLC.
ON-SITE WASTEWATER DISPOSAL SYSTEM
DATE: May 20, 2024
APPLICANT: BROOKE FESENBEK
1716 SE HOLMAN ST
SHELTON, WA 98584
LEGAL: STEWARTS ADD BLK: 1 LOT: 3
PARCEL#: 32029-52-01003
PROJECT M
DESCRIPTION: REPAIR DESIGN FOR 2-BEDROOM HOME
PROJECT DETAILS:
NUMBER OF BEDROOMS 2
GALLONS PER DAY(GPD) FLOW 240 }OPERATING CAPACITY CAPACITY(GPD) 180 ``,;c�" p
APPLICATION RATE 0.60
teoaaeae r
l.A43811.,.3'.;
DRAINFIELD
-Absorption Area Required 400 SOFT /�
-Absorption Area Designed 402 SO.FT r°1Ppf,0 v
-Trench/Bed Length 134 FTet
-Trench/Bed Width 3 FT MASON it/A( p� 2O24
DRAINFIELD CROSS SECTION OO�Nry%1,
-Depth below Original Grade 4-16 INCHES DJ4 NMENTA(NEA(TN
-Graveless Chambers 8 INCHES
-Sand under Trench/Bed 0 INCHES
-Vertical Separation 24 INCHES
- Fill Depth 6 INCHES
SEPTIC TANK
-Size&Composition I OoOGAL F)A S 11 c
-New/Existing New
ALPHA SEPTIC SOLUTION, LLC.
APPLICANT: BROOKE FESENBEK
DATE: May 20, 2024
PARCEL #: 32029-52-01003 PRESSURE SYSTEM -3 LATERALS
System Parameters Pressure Calculations
Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 gpm
Residual Head at Last Orifice 5 feet Total Lateral Length 134 feel
Orifice Spacing 2 feet Number Orifices Lateral 1 23
Number Orifices lateral 2 22
Number Laterals 3 Number Orifices Lateral 3 22
Lateral 1 Length 46 feet Total Discharge Rate 28.14 gpm
Lateral 2 Length 44 feet
Lateral 3 Length 44 feet Friction Loss
Pipe Class 40 Tightline Friction Loss 1.03 feet
Lateral Line Size 1.25 inches Manifold Friction Loss 3.27 feet
Lateral Elevation 238.7 feet Lateral Friction Loss 0.60 feet
Friction Loss through System 4.89 feet
Manifold Length 70 feet
Manifold Size 1.5 inches Dynamic Head
Residual Head at Last Onfice 5 feet
Elevation Difference 2.1 feet Add-on Friction Loss 0.2 feet
Elevation Difference 2.1 feet
Tightline Length 22 feel Total Dynamic Head Loss 12.19 feet
Tightline Size 1.5 inches
Total Discharge Rate 28.14 gpm
Add-on Friction Loss 0.2 feet Total Dynamic Head 12.19 feet A
Drain Down Calculation: If orifice orientation is 120'clock,the following calculation does not apply. Pp
Orifice Orientation 12 O'Clock %Length of Pipe 134 feet 41 ✓oN ��
Li 15. gal 45 gal ASONcc&vryF °j?o?y
0rain Down Volume
5X Volume 26.13 gal Np7R�N
Dose Volume 45 •3r- ., . L9 5/.o/...J. D,/q MFNTq(HFq IF
�$ $
Dose volume meets SX rule: NIA
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