HomeMy WebLinkAboutSWG2024-00034 - SWG Application / Design - 2/2/2024 MASON COUNTY 415N BTH ELTON: HELO0,EXT 400
BH STREET,
,SHELT ONN, A9 5M
4 BELFAIR:360-2754487,EXT 408
Public Health & Human Services ELMA:380.482-5269,EXT 400
FAX 27-77B7
On-Site Sewage System Permit: SWG2024-00035
APPLICANT L 8s L HOMES LLC Phone: 1.360.528.4160
Address: 1950 BLACK LAKE BLVD SW OLYMPIA,WA 98502
OWNER L&L HOMES LLC Phone: 1.360.528.4160
Address: 1950 BLACK LAKE BLVD SW OLYMPIA,WA 98502
SEPTIC DESIGNER JIM HUNTER" Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA,WA 98507
Site Address: UNKNOWN
Primary Parcel Number: 221332150002
Permit Description: New SFR-3SR Pressure Mound
Permit Submitted Date: 02/02/2024
Permit Issued Date: 02126/2024
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $550.00 (additional fees may oe resmred uson malailadon of sys(sml.
Permit Expiration Dale: 02/02/2029 (mssdoodauoflnspecdon)
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 Masan County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design torte.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Enginser installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Dreading, 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
MASON COUNTY PUBLIC HEALTH D/TERIUCEM. a m n
ONSITE SEWAGE SYSTEM APPLICATION MWHBKLMD: MSEDBY
415 N 6th5twt,(Bldg 8) ShehoRWA.98594 N
Shelron:36BL77A67Dext40D BBNair36DP5-0467ext4W SWG ��ay _ u� o N
APPL�IC�NnIT PHONE D D
1� 0
1 3 n
cJOhh SoYh TOm
MNLINGADDRESS-STREET.CRY.UATE.ZIP CODE r
LW-
SIIEADDRESS-STREET.CDYZIPCWE y1 [p
IL 5 $ ly z
RM1E OF DESIGNER PHONE=1 a -
NAME OF INSTALLER 1 \ e r PHONE �
CHEECRALLAPPLICABLE DENS DRINKING WOER SOURCE o
Ey/NEWCONSTRUCTION [] RVHOLDINGTANKONLY el"PRIVATEINDMDUALWELL `(/) KN
[] REPIACEMENTSYSTEM ❑ INSTALLATIONPERMITONLY ❑ PRIVATETWO-PARTYbYELL . 2
[] TABLESREPAIR BDr SINGLE FAMILY ❑ COMMUNITYIPUBLIC YWTER SYSTEM I I�
[] TANK(S)ONLY E3 COMMERCIAL SYSTEM NAME: (5 .
[] UPGRADETOEXISTING ❑ OTHER: BEDROOMS LOTBUE I�
El •R«aaMWpRxI~ l
E%ISTING FAILURE A, 1 I�
rPTABMFbmu^^•' fill
DIRECTIONS TOSDE-BE SPECIFIC NIDA ISE OFANY NEEDED INFORIMTION FORACCESS(a. ixkW") n I
Nv)v 3 c 4SY oey ?Lc�L+m LaJ ( z� �dEW (ALAN Ln P� anI L t; T I�
6\vJ4 S` FR.a� L►AdJa�nL b1BRSL,: ti-7. '+. ti0 L.�] oL.� R..L461'Y
LBy'FE602' 2'0'24]
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE V.RNPI p Q
E7VOLUNTARY ❑MAINTENANCEIPUMPING O BUILDING PERMIT ❑HOMESALE [3COMPIAINT OOTHER:
INSPECTOR SOIL LOGS COMMENTS/CONOmONS
17
MLCODFS:
V=VERY G-ORAVELLY S=SAND L=LOAM SI•SILT C=CIAY E=EXTREMELY R-ROOTS
IN RSIGNATURE WTE APPLICATION EMPIMTpI DATE MLIGATIONMPROVEDBY WJE
) Z 16�
THI VBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBS E W U REVISEDIWO015
DESIGN FORM-PAGE ONE Assessor's Parcel Number:a�1��
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
I Scaled plot plan,including all applicable items on checklist °Cross-section sketch,including all applicable items on checklist.
This form maybe sunned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17"
PARCEL IDENTIFICATION 11 ll
Permit Number: SWG r�i�.( U-(�()(7��J Designer's Name: i VA
Applicant's Name: Designer's Phone Number: 360-753-1226
PO BOX 162
Mailing Address: N� Designer's Address: OLVMPM WA 98507
Low.�J dc, C� g3�✓fP
Ci State zip city State zip
DESIGN PARAMETERS
// Treatment Device
❑ Glendon Biofilter ❑Sand Filter I6Mound ❑ Sand Lined Dminfield ❑ Recirculating Filter,Type:
❑Aambic Unit Makc/Model ❑Disinfecdon Unit Make/Model Other:
J Drainffeld Type
❑Gravity N Pressure ❑Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 15c,N 4r}
Daily Flow:Operating Capacity Z-1r) Slid Length alp ft
Daily Flow:Design Flow 3(a0 gpd Diameter ( 114 in
Septic Tank Capacity I A60 gal Number L}
Receiving Soil Type(1-6) 41, Separation Z, S ft
Receiving Soil Appl.Rate 0. (p gpd/ftt Orifices
Required Primary Area U 00 ft Total Number of Orifices (Q
Designed Primary Area 1 4-10 ftr Diameter ((o in
Designed Reserve Area (000 ftr Spacing /erg' in
Trench/Bed Width (b ft Manifold
Trench/Bed Length 3u ft Schedule/Class .46
Elevation Measurements Length `i.S ft
Original Drainfield Area Slope 0 % D 02
New Slope,If Altered is (A. WinP i nfrguration used? ❑Yea ❑No
Depth of Excavation U"Wl µ ( 'k 262024 TrausportPipe
bum Original Grade Wan.0,o 4 AE choduld EAL7,
Designed Vertical Separation ?�(pMA50NhN-NV R�N�� ( O 6 ft
Gravelless Chambers Required? ❑Yes ITNo ❑Optional iameter e2 in
Pump Required? t'Yes 17 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of dows/day 1p
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity (CD gal
Orifice 5. 5 it Chamber Capacity l-"0 gal
Uppermost Orifice dHigho, O Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head �j�.'J 16 gpm m.Lmter $lapse Meter &Fvent Counter
Calculated Total Pressure Head 1 ( . (a-S:5 it If Timer: Pump on 9-1. 't, .Pump off 1-7,o
Comments -7
DESIGN FORM—PAGE TWO Assessor's Parcel Number.t22-a1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations EZ Drainfield orientation and layout Reference depth from original grade:
lZ Soil logs if Trench/bed dimensions and Rf Septic tank
0 Property lines critical distances within layout 9 Drainfield cover
E9 Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 tt of property E9 Septic tank/pump chamber and restrictive strata:
1Z Measurements to cuts,banks,and locations ❑ Laterals,trench/bed,top and
surface water and critical areas 9 Observation port location bottom
SA Location and orientation of lZ Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ef Manifold placement ❑ Sand augmentation
components If Orifice placement other cross-section detail:
EA Location and dimension of if Lateral placement with distance 19 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
M Buildings E9 Audible/visual alarm referenced Yes No
0 Direction of slope indicator Scale of drawing shown on scale Ef ❑ Design staked out
❑ Waterlines bar ❑ ❑Recorded Notices attached
Roads,easements,driveways, ❑ ❑Waiver(s)attached
parking ❑ ❑ Pump curve attached
❑ 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 notifi f installation ❑Yes 2( No
SignatugrofDesigna 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.
✓ 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
MASON COUNTY HEALTH DEPARTMENT
ONSITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE%: PARCELM.22133.21-80002
DATE SUBMITTED: WIM24 LEGAUEOT M:LOT 2
LLS M02
SUBMITTED BY: JIM HUNTER
APPLICANT: MIKEJOHNSON
ADDRESS: ,A GALAXY WAY
LOMPAC,CA 9S138
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 380
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
NATIVE SOIL APPLICATION RATE= 0.W GPOIFT2
DRAINFIELD(MOUND)SIZING
ABSORPTION AREA 3W FT2
BED CONFIGURATION= 10 FT X 38 FT
II.WATERPROOF SEPTIC TANK(2 COMPARTMENT)
COMPOSITION AND SIZE= 12M 00
NEW OR METING= NEW
III.DRAINFIELD(MOUND)CROSS SECTX)N A P P R O V E
ROCK DEPTH BELOW PIPE= 0'8' FEB 262o24
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE L Il LU l
MATERIAuSEASONAL SATURATION= 'vvMASONCOUNiY ENVIRONMENTAL HEALTH
BED WIDTH= 10'P JBW
N.PUMP REQUIREMENTS
DOSING VOLUME IN GALLONS= W.0
NUMBEROFDOSESPERDAY= 8
' P44't yvvn�:s
DAMES A.HUNTER is
LIC SED MS!�JJER
X
E%IAtE3: 03/12/
PT
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3116
AE =
SQUIRTRT HT IF�1= 309
LATERAL LENGTH= SILO
ORIFICE DISCHARGE RATE= 0.5662
ORIFICE SPACING= T e
DISTANCE FROM END CAP• 0'S
NUMBER OF HOLES• 16
LATERAL DISCHARGE RATE= 9.3r9
urERALm=
SQUIRT HT(FT)= 2.00
LATERAL LENGTH= 36.8.00
ORIFICE DISCHARGE RATE= 0.5862
ORIFICE SPACING= 2-4-
DISTANCE FROM END CAP= X 5'
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 9.379
LATERAL Q=
SOUIRT HT I"). 2L0
LATERAL LENGTH= 36L0
ORIFICE DISCHARGE RATE= 0.51142
ORIFICE SPACING= S r
DISTANCE FROM END CAP= 0'4
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 9.379
LATERA-"=
SQUIRT HT(FT)• 2.00
LATERAL LENGTH= 36L0
ORIFICEDISCHARGERATE= 0.5862
ORIFICESPACING= 2'P
DISTANCE FROM END CAP= OS'
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 9.370
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AS 100L0 200 37.518 2.3563
BC 1.25 2AL1 18.256 a M2
CD 2,50 2L0 9.379 OL045
DE 3s.w ,.w 9.m 695 P P R O V E
TOTAL= a.+(495 FEB 2 6 2024
ti4 s
s'r »TOTAL HEAD Loss ^ MASON COUNTY ENVIRONMENTAL HEALTH
afA "t�
z .�j 1)FRICTION LOW THROUGH SYSTEM
= 04386 JBW
s
5IM273 slD, 2)ELEVATION DIFFERENCE = S. 0
(AMlI_L HINTER
0 }S
M 3E DES,GNER 3)RESIDUAL = 2L000
EXMRES: 0/24 TOTAL= 11E385
IMXLMEP.IBBOCNIES
AST TNtuE
lNVMv1��@M1Mimv
C.DESIGN THE ENTIRE FILL:
1. Fill death
a. Fill depth
1)DapM at upsape edge of betl(D)=1 W 2 K deM Ming an fit
and original Wi - 1 00 ft
2) DepM at do.'msape edge of bed(E)
-Depth at.,ape edge of bad+1%slope.,reased as decimal X betl width)
=D+(%ad,expressed as ded mal XA)
• 1.W ft+( 0.00 X 10wft)
1.00 R
b. Bed dapM(F)=0.75 h(muagy fart In.laWals)
= 0.T5ft
c. Cap and topsoil
1) Depth at bed center(H)= 1(I'00 inoma
2) Depth at bad edges(G) = 12.00 holes
2. FIB leflglh
a. ErNsapa xidM IF)=Total fit deplb at bed center x bodeanlel
gradiwd of saesapa
=(((D+EY2)+F+H)XM raagadbndafaid.low A P P R O V E
_( 1.WIt 0.75it + IWft , X a.W FEB 26 2024
• 3.25R x am h!ASON COUNTY ENVIRONMENTAL HEALTH
9.75 it Jaw
b. Fln knpM(y=Bed wqM+(2 xameaa,Mddt)
•B+2K
= woo It + 9]5 ft)(2)
t �
Omit '
a Z- l -2tF
f4
5' 5100211 s�
02' �arXFsIt M+rR
LIC 5Elio DESKa't7IER
EXPAtF..T: 011221
XIERHtaLMRe� R'alsutm
nWa�tlnWmn
3. Fill wi(Mb
a. Loci midth(J)=Fill depth at upsbpe edge of bed X hatnuotal
gradient of sldeabpe X slap¢oarrectl0n fact,
_(D+F+G)X Horimntal gradient X Sbpe correction factor
_( 10Dfl + 0.75It + 1.00 R) X 3N X 1M
2.75fl X 3.00 X 1m
= 8.25 It
b. Do+msbpf fAft(1)=Fl del at daanabpe edge of bed X MOmMal
gaidlent of sideebpe X saw wneotion factor
_(E+F+G)X Hodemlal gradient X Sloo ciamboo faota
_( 1.00it + O 5ft + 1.0 it X &W X 100fl
2]5It X 30ofl X 1.00If
= 025fi
c. Fll Walth(W)=Vpsbpa edam+Bad Wift+D sbpa wkkl
=J+A+1
= 0.25It + 10.0011 + 0.25fl
= 28.5(l fl
<. Check the Waal arse
e. Baularearequired=Dail mWinflYalbnrataofonginalwil
= NO 9.Vd, 1 0.60 WM&day
= OOOA0 02 P P R O V E
b. Bamlamavailabla-Is0suBlclent2 YES FEB 16
1, D
1) Slapiog a0e=Beal WMM X(Bad Wam+Ma bpe Watt) M 10
MASON COUNTY ENVIRONMENEN7qL HEALT
H
=IX(A+1) Jew
NIA X( WA + NIA I
= WA X NIA
WA % 1
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fk
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SED DASKMEB
EXMIES: OA/22/Z
aH ap>neaaaaxures
z) Lev4 site=FIN l Wffi X Fie well,
=Lxw
= 55.50R % 15.50R
1470.75 U
3) Mlustee bawl area for sloping site(When Applicable)
=Sbpin,site-Bed length X(Rea eiElh.Mlestetl N4wnsbpe wchh)
=6 x(A.l(MNmeU))
• NIA X( NIA . MA )
• NIA % NIA
• WA 1Q
ppROV � ® � -z4
FEB
M� pNylYENVIRONMEMAIHFAIT
P ?
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5' 51002T33 sA
0 JAMES A NIMIER _
LIC SEEN DESIGNER
EXPIRES; OV221�
aaiaaaFnaeegaarea
nsm+salm
.rr+.m.mm.rm.
MYERS ME3 SERIES
CAPACITY LITERS PER MINUTE
0 s0 lo° 150 200 250
40 12
35 � h
�Hp l o
30
Dzo �Hp FEB 26 2024
S I5 M NIV ENVIRONMENTAL HEALTr
4 JBW
� 1° n
s
z �
0 Z' tT
° e .s
° 10 20 30 90 50 60 7Q. r� }
CAPACITY GALLONS PER MINUTE
�P =' fJsti,
O2 51 WI)3 �}6.
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