HomeMy WebLinkAboutSWG2024-00174 - SWG Application / Design - 4/26/2024 415 N 6TH STREET,SHELTON.WA 99534
® MASON COUNTY SHELTON:360427- 9,EXT 400
BELFAIR:38 2754167,EXT 400
ELMA:360482L26269,EXT 400
Public Health & Human Services FAX:360-427-7767
On-Site Sewage System Permit: SWG2024-00174
APPLICANT
ROBERTS KAREN Phone:
Address: 90 W KINGFISHER LN SHELTON,WA 98584
ROBERTS KAREN Phone:
OWNER Address: g0 W KINGFISHER LN SHELTON,WA 98584
Adam Hunter.Jim Hunter and Phone: 360-753-1226
SEWAGE DESIGNER Associates
Address: PO Box 162 OLYMPIA,WA 98507
Site Address: W Kingfisher Ln
Primary Parcel Number: 320312190020
Rearange drainfield connections and add new tanks 3BR pressure
Permit Description: system
Permit Submitted Date: 0412612024
Permit Issued Date: 0510912024
Issued By: Jeff Wilmoth
y $265.00 (addlmnalf"s may 5 ra Ulmd Upon inWl lioo asyatem).
Current Permit Fees Paid:
Permit Expiration Date:
04/2612027 (eased on date of ospeaon)
Permit Conditions:
1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
4 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
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: masoncountywe9670 nviron entail nsiteloss-Inspection-mquest.php or call:
3 0-427
OFFICIAL USE ONLY
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MASON COUNTYc a D cucmCOMMUNITY SERVICESmhtl 'I NealtF) to QSWG ao a N
ON-SITE SEWAGE TANK ONLY APPLICATION m m
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APPLICANT 3604278976 Z
KAREN ROBERTS
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g0 W KINGFISHER UN,SHELTON,WA 98584 A
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XX W KINGFISHER LN,SHE.TIN,WA 98584 PHONE I9L_�
NAME OF DESIGNER 360753129A ('+
A M HUNTER PHONE
NAME OF INSlMLER 5
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®NEWCONSTRUCTIONIUPGRADES O REPAIRIREPUACEMElR 0 LL B PRIVATE TWPPARTV WELL
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0 SEPTIC TANK O PUMP T" D W HOUDING TANK BEDRGCNS 3 2 O I
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PLOT PLAN(REQUIRE D) 0 TANK Wn,SECTION(REWIRED) i SF PROPERTTI EASEMENT LINES,FOUNDATIONS.FOOTINGS
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0 PROPERTYLNESANDEASEMENTS �EXI$TINGIPRDPOSED STRUCTURES 9)EXISTING/ATERS, COMPWENTSAND LINES I
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STREAMS,RIVERS.ETC...
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FISHER TO SITE ON THE
STORY RD TO A LEFT ON MACY LN TO A RIGHT ON KING
LEFT. APPROVE ®
MAY 0 9 2024
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OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FNLURE S W RCE(b,e@N6 P W tea)
OVOLUNTARY QMNNTENANCEIPUMPING OBUILDINGPERMN HOME SALE �DDMPIAINT OTHER:
C'gMENT3,CONDRNlN3 � �.� .e, , D t v nIin/ 11a�
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SEWAGETPNI(SMUSTSEUSTFDUNDERDOH'GSTCFREGSTERFDSEWAGETAM(S�OT�WMU�MNg A M�IPO RE0UIl1ED FIXI FI NPLSAPPRWAL �nI W3ER3
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INS SIGNANftE GATE APPLMATION E%PIRPTON GATE
g M Y Be SCANNED AND AVAUBLE FOR PUBLIC VEW ON THE MASON COUNTY WEESRE
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PAGE I
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MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
PARCEL#: 320312190020 f
SITE#:
LEGALILOT#:TR 2 OF SP#3018
DATE SUBMITTED:04/23/24 f
t
SUBMITTED BY: ADAM HUNTER f
APPLICANT: KAREN ROBERTS €
ADDRESS:
1.CALCULATIONS
NUMB3
RESIDENTIAL
GPD OMS FLOW 360
RESIDENTIAL GPD FLOW=
IF NON-RESIDENTIAL-GPD FLOW i{
WILL BE AS FOLLOWS: I
GPD=
0.6 GPOIFT2
APPLICATION RATE= F
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN I
i
DRAINFIELD SIZINGI
600 FT2
ABSORPTION AREA= 20OFT TRENCH(EXISTING)
TRENCH LENGTH OR BED CONFIG.= i
8.WATERPROOF SEPTIC TANK j
1200 GAL.CONCRETE I
COMPOSITION AND SIZE= NEW
NEW OR EXISTING=
l
i
111.DRAINFIELD CROSS BECTON
ALREADY INSTALLED
DEPTH TO DRAINROCK BOTTOM= ALREADY INSTALLED
ROCK DEPTH BELOW PIPE=
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE ALREADY INSTALLED
MATERIAUSEASONAL SATURATION= ALREADY INSTALLED
FILL DEPTH= 3'-0'
TRENCH WIDTH=
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= fi06
NUMBER OF DOSES PER DAY=
V.PRESSURE CALCULATIONS USING PIPE CLASS 40
ORIFICE 118
APPROVE
MAY 0 9 2024
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
d . 4/23/24
4�:1
e2
LATERAL#1 = 5.00
SQUIRT HEIGHT(FT)
(NOTE 3(Q:O�RDIFT CE(TOTAL R E RAU HEAD)JX(ORIFICE DIAMETERJ50]X
0,41193
ORIFICE DISCHARGE RATE= 70.00
LATERAL LENGTH IN FEET= 5'0'
ORIFICE SPACING= 2'6'
DISTANCE FROM END CAP= 14
NUMBER OF HOLES= 5.767
LATERAL DISCHARGE RATE=
LATERAL#2= 5.00
SQUIRT HEIGHT(FT) OA1193
ORIFICE DISCHARGE RATE= 65.00
LATERAL LENGTH IN FEET= B 0"
ORIFICE SPACING= 2-6-
DISTANCE FROM END CAP= 13
NUMBER OF HOLES= 5.355
LATERAL DISCHARGE RATE=
LATERAL#3= 5.00
SQUIRT HEIGHT(FT) 0.41193
ORIFICE DISCHARGE RATE= 65.00
LATERAL LENGTH IN FEET= 5'0'
ORIFICE SPACING= 2-6-
DISTANCE FROM END CAP= 13
NUMBER OF HOLES= 5.355
LATERAL DISCHARGE RATE_
LENGTH DIAMETER FLOW FRICTION Loss
SECTION (FT)
(IN) (GPM) (FT)
AS 70.00
2.00 16A77 0.360
BC 1.00
2.00 11.122 0.002
CD 15.00
2.00 5.767 0.011
DE 70.00
1.50 5.767 0.174
TOTAL= 0.548
"TOTAL HEAD LOSS "
0.548
1)FRICTION LOSS THROUGH SYSTEM=
3.200
2)ELEVATION DIFFERENCE _
5.000
3)RESIDUAL
TOTAL= 8.748
4123/24 APPROVE
MAY 0 9 M4
' MASON COUNTY ENVIRONMENTAL HEALI,
JBW
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