HomeMy WebLinkAboutSWG2022-00014 - SWG Application / Design - 1/19/2022 (2) !.n.:��� 415 N 6TH STREET,SHELTON,WA 98584
f. i, MASON COUNTY SH STREET,
,SHEL-9670,EXT 584
imi, COMMUNITY SERVICES BELFAIR:360-275 4467,EXT 400
- J �; ELMA:360-482-5269,EXT 400
�w� Building,Planning.E nvu onmental Health Community Health
1/1 FAX:360-427-7787
On-Site Sewage System Permit: SWG2022-00014
APPLICANT SHIELDS JAMES & NANCY L Phone:
Address: 1820 CONNORS RD SNOHOMISH, WA 98290
OWNER SHIELDS JAMES & NANCY L Phone:
Address: 1820 CONNORS RD SNOHOMISH, WA 98290
SEPTIC DESIGNER ROD LEFT -Acme Design Phone: 360-509-2000
Address: PO Box 2954 SILVERDALE, WA 98383
Site Address: 31 E JUNIPER PL
Primary Parcel Number: 320215901021
Permit Description: New SFR -3BR Pressure
Permit Submitted Date: 01/19/2022
Permit Issued Date: 08/08/2022
Issued By: Jeff Wilmoth
Current Permit Fees Paid:
$500.00 (additional fees may be required upon installation of system).
Permit Expiration Date:
01/19/2025 (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
4 authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
I 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: www.co.mason / onsiteloss-inspection-request.php or call:
360-427 9670 extension 400
OFFICIAL USE ONLY-
DATE RECEIVED: . � D
^''(,
' . MASON COUNTY wig
.'_„., COMMUNITY SERVICES AMOUEIV .� . RECEN 0• m
en
•; Public Health(Community HealthrEnvironmental Health) S� � O
.`,' 360-427.9670.ext.400 or 360-215�467.ext.400 _1faii O
4,5116th Sheet•Si+elton.WA 985114 21) _-_..._ Z U)
ON-SITE SEWAGE SYSTEM APPLICATION ›
m IIIPHONE r
APPLICANT Z
JAMES SHIELDS z
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE SNOHOMISH WA 98290 co
1820 CONNORS RD -
SITEADDRESS-STREET.CITY,ZIP CODE SHELTON WA 98584 I w
31 E JUNIPER PL -
NAME OF DESIGNER PHONE I N
360-698-8488
ACME SEPTIC DESIGN
PHONE I O---- --- �
NAME OF INSTALLER I
Fn N
DRINKING WATER SOURCE 0
PERMIT TYPE(select ate) PRIVATE TWO-PARTY WELL Z I J
ET RESIDENTIAL OSS COMMUNITY OSS 6 COMMERCIAL OSS 5 PRIVATE INDIVIDUAL WELL
7 PUBLIC WATER SYSTEM -
TYPE OF WORK(select one) �; I C.TI
KI:NEW CONSTRUCTION(UPGRADES LL'REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR
0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE Eu
SUBMITTALS I LOT SIZE o
DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDR EZ Ill 7,840 SQ FT I
WAIVER(S)(IFAPPLICABLE) 0
DIRECTIONS TO SITE AND SITE CONDITIONS:(ox.locked gate) I{ 1`'6 k• .$ kGre
SEE MAP �✓20� `�`� r
0 1 0
--I
IN
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS.
---- OFFICIAL USE ONLY BELOW THIS LINE--- -_..
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ['HOME SALE ['COMPLAINT 0 OTHER
COMMENTS/CONDITIONS
INSPECTOR SOIL LOGS
—S IA �� '�^ZA r P r c�,5 c�
-) 0 -LIO L‘) e
zz _ -3(e �S
0 �3 . L 5
SOIL CODES:
RECORD DRAWING AND INSTALLATION REPORT
FOR FINAL APPROVAL.
V-VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIREDDATE
DATE APPLICATION EXPIRATION DATE APPLICA ON APPROVED/ISSUED BY IN ECT SIGNATURE pp iloci.i,,,A
' td tiA') i )-JC11 ''-01).-/
-25
THIS AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
REVISED 12/7/2015
DESIGN,FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 9 — 0 1 0 2 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
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.Maximum aper size: 11"X 17"
--�—�-�--- -
r.
`/ ACME SEPTIC DESIGN
O� —(900 I 1 Designer's Name:
Permit Number: SWG � 3gp-698-8488
JAMES SHIELDS Designer's Phone Number:
Applicant's Name: PO BOX 2954
Mailing Address: 1820 CONNORS RD Designer's Address:
SNOHOMISH WA 98290 SILVERDALE WA 98383
City State Zip Ci State Zip
�Y
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
❑Aerobic Unit Make/Model
0 Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity
Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications
Laterals
3 Schedule/Class 40
Number of Bedrooms 35...1-IS ft
Daily Flow:Operating Capacity 360 gpd Length
Daily Flow:Design Flow 360 gpd Diameter 1 inS
Septic Tank Capacity 1250 gal Number
Receiving Soil Type(1-6)
4 Separation 5 ft
Receiving Soil Appl.Rate .6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 50
Designed Primary Area 600 ft2 Diameter 1/8 in
Designed Reserve Area
600 ft2 Spacing 48 in
Trench/Bed Width 3 ft Manifold
Trench/Bed Length
200 ft Schedule/Class 40
Elevation Measurements
Length 55 ft
Original Drainfield Area Slope
10- 20 % Diameter 1 in
New Slope,If Altered 10- 20 % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope HP in Transport Pipe
from Original Grade Do -slope 8 in Schedule/Class 40
Designed Vertical Separation 24 in Length 0t3 ft
Gravelless Chambers Required? 0 Yes 0 No Ili Optional Diameter
2 in
Pump Required? 121Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day /2-
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity
p gal
Orifice 1"Z-Z ft Chamber Capacity 1Zs0 gal
Uppermost Orifice lif Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 91(2 gpm
lifTimer I 'Elapse Meter C'Event Counter
If Timer: Pumpon I A1hn 9 Scc ,Pump off Z h� -5
Calculated Total Pressure Head 37-� ft
Comments ApPROVE
._____
9.x.tt.0 l o.x.K 11., vro,v, . csIst.c5 AUG 0 8 2022
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 -- 5 9 — 0 1 0 2 1
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
WI Test hole locations RI Drainfield orientation and layout Reference depth from original grade:
EA Soil logs 21 Trench/bed dimensions and 21 Septic tank
iii Property
lines critical distances within layout [iIf Drainfield cover
Iii D-Box/Valve box locations Reference depth from original grade
CI Existing and proposed wells within 100 ft of property lit Septic tank/pump chamber and restrictive strata:
locations Laterals,trench/bed,top and
0 Measurements to cuts,banks,and surface water and critical areas 21 bottom Observation port location drain collector
El Location CI Curtain
Location and orientation of Clean-out location 0 and augmentation
curtain drain and all absorption 21 Manifold placement
components 21 Orifice placement Other cross-section detail:
21 Location and dimension of lig Observation ports/clean-outs
Iii Lateral placement with distance
primary system and reserve area to edge of bed Other Information
21 Buildings RI Audible/visual alarm referenced Yes No
O Direction of slope indicator• Waterlines rr Etle pclipvit SwJbrE ElDesign staked out
0 Recorded Notices attached
0 Waiver(s)attached
66 Roads,easements,driveways, AUG 0 a 2022 21 ❑Pump curve attached
parking �
• North arrow and scale drawing 0 Evaluation of failure
MASCKCOONTY ENVIRONMENTAL HEh
shown on scale bar J�W Non-residential justification
❑ 0 Waste strength
❑ ❑Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation lid Yes ❑ No
Signa e of Designer 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 r gulations:
W,1�3 -75 -zZ
Envir,1 —.. ealth 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 sitUpdated Date: 12/7/2015
Pump.Selection for a Pressurized System -Single Family Residence Project
SHIELDS/32021-59-01021
Parameters 160
otchargeAssardi SIze 200 rdes 1
TraspatLarg" 93 fed
TraspertPpeCles 40
TraspatDne C7P 203 ndres
astialingVaNieMciel Ncre 140
Mac 6er4m Li 25 fed 1
MaitidLe gh 55 bd '
NfaiiridRpeClasss 40
MaiticRipe aze 1.00 irts
NurterdLatralspaCell 5 120
LabErd La t 45 fed
Lead Pipe Class 40
Wed Pipe q7e 1.03 'riles es `
118 tcixe w
Orrice Size if 100
OriteSc9 4 feet
ResideIHead 5 bet I
Fbwfulel3 Ncre kits I—
i.
fvii-aY Fret nl rF vs 0 tetc
it Ks
i 80
Calculations
E
NfirrunRavRahpaOrike 0.43 gm co
N d ice FloNF rif wanees per ne 63 0 PF50o5 I ..''
T FlavRalepaZae 2&1 gm v 60 _
NutadlatrdspaZme 5
1111 FlavDi[ndidls9tastOri6ce 24 % ~ •I���r ,'s 11111
Traspat b 25 !1
Frictional Head Losses 40 ■' '1�
Loss trou�rDisd�9e 1.4 fact
-I/','
LcesnTratspert 1.1 fed ,,,.���
Lcsstra#Vaie 0.0 fed
Ie Wide 4.9 bet
(nla�'ds 0.3 fed 20
I rigs trail'Fbnmalsr0.0 fed
'P oiFricke Lasses 00 fad
Pipe Volumes
162 gals 0 0 10 20 30 40 50 60 70
80
VddTraspatL E Net Discharge(gpm)
Vd ctN ifdd 25 g#s
VddLabrdspaare 101 gas
TdziVdure 288 gds
Minimum Pump Requirements
PumpData Legend
DesigrFbvRa .1 gm
PF5025 Kill HeedEhetPurp SJstrnCuve --
TdalDynamicHeed 37.8 fed 50 GPM 121P
115t?3W 1060Hz200'230✓306CHz PurpCuve
RrrpOdErdRa-ce --
Ope-airgFtrt 0
Desrg,Pont O
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