HomeMy WebLinkAboutSWG2022-00337 - SWG Application / Design - 6/13/2022 WA
584
MASON COUNTY 415N 6 SHELTON: ,SHELTON ,EXT 400
SH STREET,
,SHEL-967W EXT 400
BELFAIR:360-275-4467,EXT 400
^ i._t Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00337
APPLICANT ADAM LANEER Phone: 360-915-8073
Address: 1950 Black Lake Blvd SW LACEY, WA 98512
SEPTIC DESIGNER Jim Hunter Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 90 E Retreat Ln
Primary Parcel Number: 220091290090
Permit Description: New SFR-3BR Pressure w/BioBarrier MBR 0.5 Local Wavier to 75
Permit Submitted Date: 06/13/2022
Permit Issued Date: 10/23/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $600.00 (additional tees may be required upon installation of system).
Permit Expiration Date: 06/21/2025 (based on date of inspecnon)
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 Ore infield 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/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE
MEFVW (a ' - - )...A— m n
ONSITE SEWAGE SYSTEM APPLICATION ` 0
415 N 6th Street{Bldg 8j Shelton WA,98584 AmouNT xlece�YLo; cerve - y
Shelton:3604279670 ex1400 Belfair:3602754467 eta 400 SLUG 2 C .)---C 3--J 2 N
APPLICANT PHONE n n
ADAM LANEER 360-870-2232 m m
MAILING ADDRESS-STREET.crtr.STATE.zIP CODE
r
1950 BLACK LAKE BLVD SW OLYMPIA WA 98512 a
SITE 90 EERETREAT LN SHELTON WA 98584 n
NAME OF DESIGNER PHONE
JIM HUNTER 360-753-1226 i 9-)
NAME OF INSTALLER PHONE N
CHECK ALL APPU nre CARLMS DRINKING WA-ER SOU RCF 2 C
< Io
It (/1
NEW CONSTRUCTION 0 RV HOLDING TANK ONLY 0 PRIVATE INDIVIDUAL WELL
O REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL 0 Icm
O TABLE 9 REPAIR Ft SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM
O TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME.
❑ UPGRADE TO EXISTING 0 OTHER. BEDROOMS LOT SIZE I'—
❑ EX I STING FA I LURE Retard Drawing required 6) r I
for all Installations" 3 / "'
0
DI RECTIONS TO SITE BE SPECIE IC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS le puke yale;
O Ir
x
IA
oI0
1 C
I <0
SITE MUST BE FLAGGEDFROMMAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS 1 I C
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE FAILURE SOURCE Our reponin9 purposes)
O VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILD I NG PERMIT OHOMF SALE (]COMPLAINT 0OTHER-
INSPECTOR SOIL LOGS COMMENTS CONDITIONS
O - 6-5 L- imi+Epi kus' ONS
1-2 orL
SOIL CODES:
V-VERY G=GRAVELLY S-SAND L-LOAM SI=SILT C CLAY E EXTREMELY R ROOTS
6P CTOR SIG�vNNIATURE DATE APPLI CAT I ON EXPI RAT I ONDADATE 25 LIL✓�///,�IONN/-,AAPP/\PROVED BV DATE
T ISF MAY BES EDA DAVAILABLE FOR Rueut VIEW THE MASON COUNTY WEB
SIT {J6(A) R`_VISElvll5 43
DESIGN FORM— PAGE ONE Assessor's Parcel Number: u01 -- _12 -- Sc 0_in
A design will he reviewed when 3 copies of each of the following are submitted:
v Completed design form that has been signed and dated- v 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.Muxunzun paper size' 1I"X 17"
g
PARCELZ IDENTIFICATION
Permit Number: �/� B
�— 00 33 1 Designer's Name: JIM HUNTER
ADAM LANEER 360-753-1226
Applicants Name: Designer's Phone Number:
1950 BLACK LAKE BLVD SW Designer's Address: PO BOX 162
Mailing Address: B
OLYMPIA WA 98512 OLYMPIA WA 98501
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter ❑ Mound,�(� 0 Sand Lined Drainlield 0 Recirculating Filter,/Ty/pe: /
ID Aerobic Unit Make/Model y-disinfecnov Unit Make/Model QI��jLGth2r'.
Drainfield Type
❑Gravity E(Pressure ❑Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 200
Daily Flow:Operating Capacity 1,21 O gpd Length 60 ft
Daily Flow: Design Flow 3 b 0 gpd Diameter 1.5 in
Septic Tank Capacity 500 gal Number 5
Receiving Soil Type(I-6) 4 Separation to ft
Receiving Soil Appl. Rate 0.6 gpd/ftr Orifices
Required Primary Area (gO0 ft- Total Number of Orifices 67
Designed Primary Area Co 10 ft2 Diameter 3/16 in
Designed Reserve Area 9d 0 ft2 Spacing 114 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length 200 ft Schedule/Class 200
Elevation Measurements Length .2.4- ft
Original Drainheld Area Slope 10 % Diameter 2 in
New Slope,If Altered 4 (A a/o Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-dope l2 .. in Transport Pipe
from Original Grade Down-.slope (0" in Schedulc/Class 200
Designed Vertical Separation 12 in Length 70.0 ft
Graveness Chambers Required? D Yes 0 No 0 Optional Diameter 'y in
Pump Required? EYes O No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doscs/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
Orifice 95 ft Chamber Capaci wa 1200 gal
Uppermost Orifice IltHighcr ❑Lower than Pump Shutoff Pump controls: se We�h�niu.
Capacity L Total Pressure Head 39.274 gpm !timer fff IzfPlse et CRent Counter
Calculated Total Pressure Head 7.909 ft [[ If Timer: Pu Ott1 q 1 ,fMWp off '8
Comments toc41 in/at✓1r 4-0 -7 it D :`v q Jaw
DESIGN FORM— PAGE TWO Assessor's Parcel Number: ., . D O Y -- L;;1 -- C1 c_115±C_
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 ❑ Septic tank
❑ Property lines critical distances within layout ❑ Drainfield cover
❑ Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade
within 100 Et 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 ❑ Clean-out location 0 Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components 0 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
Other Information
❑ Buildings 0 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 notified b • 1 r /i o/nstallaliun 0 Yes fe No
�J�}G l�� 5t- 3-zs
if
Signature o/-igner Date
The undersigned has reviewed this •gn on behalf of Mason County Public Health and determined it to be in
compliance with state and local n-site regulations:,
� t �3�
Env' on He Spedt st Date
CAUTION: DESIGN APP VAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
V The design is stamped"Approved"by Mason County Public Health- lJ` _Z t z5
v. 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. P P RO V E
This form may be scanned and available for public view on t awn OCT3
County 2 3?02site.
U Date: 12/7/2015
JBW
PAGE I
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#-. PARCEL#: 22009-12-30090
DATE SUBMITTED:5/31/2022 LEGAL/LOT#.
SUBMITTED BY: ADAM HUNTER
APPLICANT. ADAM LANEER
ADDRESS. 1950 BLACK LAKE BLVD SW
OLYMPIA,WA 98512
I.CALCULATIONS
NUMBER OF BEDROOMS= 3
RESIDENTIAL GPD FLOW= 360
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS'.
GPD=
APPLICATION RATE= 0.6 GPD/FT2
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG.= 200FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= NU-WATER SNP 500
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=
FILL DEPTH=
TRENCH WIDTH= 3 FT
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
2 3 2023 ���L
PAGE 2
LATERAL#1 =
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 31.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 16
LATERAL DISCHARGE RATE= 9.379
LATERAL#2=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 60.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 30
LATERAL DISCHARGE RATE= 17 585
LATERAL#3=
SQUIRT HEIGHT(FT)= 2.00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 53.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 27
LATERAL DISCHARGE RATE= 15.827
LATERAL#4=
SQUIRT HEIGHT(FT)= 200
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 35.00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 18
LATERAL DISCHARGE RATE= 10 551
LATERAL#5=
SQUIRT HEIGHT(FT)= 2 00
ORIFICE DISCHARGE RATE= 0.58618
LATERAL LENGTH IN FEET= 21 00
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 11
LATERAL DISCHARGE RATE= 6 449
. - _
4Pp h
VE
Ber '32o?3 ' °
PAGE 3
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 7000 200 59790 3.9067
BC 100 2.00 43.964 00316
CD 200 2.00 33412 0.0380
DE 2 00 2.00 15.827 00095
EF 31.00 1 50 15.827 0 4989_
TOTAL= 4.4848
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 4 485
2)ELEVATION DIFFERENCE - 0500
3)RESIDUAL = 2000
TOTAL= 6.985
U-- l0Jzt
APPROVE \\\
OCT 2 3 2023
Jew
MYERS ME3 SERIES
CAPACITY LITERS PER MINUTE
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