HomeMy WebLinkAboutSWG2023-00068 - SWG Application / Design - 3/6/2023 MASON COUNTY 415 N 6TH STREET,SHELT ,E 400 98
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SHELTON: 360 427-9679670 EXT 400
BELFAIR: 360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00068
APPLICANT COLLAZO CHRIS Phone:
Address: 7503 189TH ST CT E PUYALLUP, WA 98375
OWNER COLLAZO CHRIS Phone:
Address: 7503 189TH ST CT E PUYALLUP, WA 98375
SEPTIC DESIGNER Apex Septic Design, LLC Phone: 2535099922
Address: PO Box 801 Gig Harbor, WA 98335
Site Address: 420 E Herron Dr
Primary Parcel Number: 220185400036
Permit Description: 3-bedroom pressure system
Permit Submitted Date: 03/06/2023
Permit Issued Date: 03/10/2023
Issued By: David Anderson
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 03/09/2026 (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
authorization from Mason County is obtained.
3 Drain field 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/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFIL 1AL USE ONLY
DATE RECEIVED:
s4+;'''''t'N't> MASON COUNTY 3 (0 a., c 1.
i .{ COMMUNITY SERVICES AMOUNT RECEIVED: .• , w m
rI �, Publl(Health(Community HeaIth/EnvironmentaI Health) '�� •� C r
'ih. a"/ $� 75-4.167.ext.400 SWG 1rl) ^``� '"�) O
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ONi-6ITE SEWAGE SYSTEM APPLICATION >
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APPLicair:���,��� PRONE _ r
Chris Collazo (253) 831-3600 Z
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g
7503 189TH ST CT E, Puyallup, WA, 98375 00
m
m
S:TE ADDRESS-STREET,CITY,ZIP CODE
420 E HERRON DR, SHELTON 98584 N
NAME OF DESIGNER PHONE
Larry Purdum, Apex Septic Design (253) 509-9922
-
NAME OF INSTALLER PHONE 0 O
C
N
PERMIT TYPE(select one) DRINKING WATER SOURCE O
RM
M RESIDENTIAL OSS Fi.COMMUNITY OSS h1 COMMERCIAL OSS IJ IN PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z 4)
17- PUBLIC WATER SYSTEM TYPE OF WORK(select one) ,
_ ('�
I- NEW CONSTRUCTION/UPGRADES h REPAIR I REPLACEMENT OTHER DETAILS(select ell that apply) 0 TABLE IX REPAIR O
SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE co
JF—I DESIGN FORM(REQUIRED) 171 SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE r '
O ,
H-WAIVER(S)(IF APPLICABLE) 3 0.22 acres C)
DIRECTIONS TO SITE AND SITE CONDITIONS(ex locked gate)
From E Agate Rd head north on E Timberlake DR, then turn 0
West onto E Timberlake West DR,then turn south onto E o 0
Herron Dr. This site is the 2nd parcel on the east side of the --I
road after turning onto E Herron Dr. OJ
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)
C)VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT [HOME SALE OCOMPLAINT 0 OTHER:
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
Tli1- (^ U -Fs 0 - 3Z Res z7cu/ a73 '
H Z- 6) ('S 0 - 33 Pe S II/t i V q f litp Vps(co,
.50(rd hardpm 3" dcLnc lop e
Th C3.. a150 -- ty7-It
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL
INSPEC SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
3/x�u�� 3/ / ZCZE
11
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
P DESIGN FORM—PAGE ONE Assessor's Parcel Number: z_2_ 0 1 8 -- 5 4 -- 0 0 0 0 0
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. 0 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 paper size: II"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 07��a.(28 Designer's Name:
Larry Purdum/Apex Septic Design,LLC
Applicant's Name: Chris Collazo Designer's Phone Number. (253)509-9922
Mailing Address: 7503 189TH ST CT E Designer's Address: PO Box 801
Puyallup WA 98375 Gig Harbor WA 98335
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑ Gravity 0 Pressure ❑Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 360 gpd Length 50 ft
Daily Flow:Design Flow 360 • gpd Diameter 1 in
Septic Tank Capacity(working) -teak I ZO 0 gal Number 4
Receiving Soil Type(1-6) 4 Separation 5 ft
Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices
Required Primary Area 600 ft2 Total Number of Orifices 48
Desi: .-._• ;,.. • • .• .. 7 600 ft2 Diameter 1/8 in
I�'. (. �_ 1 Van! 600 ft2 Spacing 48 in
Desi=. • • -. f
Trenc III:etjl#446 2(123 8 3 ft Manifold
Trench/Bed Length S0 ft Schedule/Class 40
'Y'-----Ekvat�ivrrMeasurements Length 5 ft
Original Drainfield Area Slope 17 % Diameter 1.5 in
New Slope,If Altered NIA % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation Up-slope 13 in Transport Pipe
from Original Grade Down slope 6 in Schedule/Class 40
Designed Vertical Separation 24 in Length 40 ft
Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in
Pump Required? 0 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications 1 2" Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice ft Dose quantity 60 gal
Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1,250 gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 22.7 gpm D RQ a®Meter 0 Event Counter
Calculated Total Pressure Head 16.8 ft If inter: ump on ,Pumpoff4 HOURS
Comments MAR 1 0 2023
MASON COUNTY ENVIRONMENTAL HEALTF
nilk
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 2 2 0 1 8 -- 5 4 -- 0 0 0 3 6
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
la Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
O Soil logs 0 Trench/bed dimensions and 0 Septic tank
O Property lines critical distances within layout 0 Drainfield cover
❑ Existing and proposed wells ❑ D-BoxNalve box locations Reference depth from original grade
within 100 ft 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 0 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption 0 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
0 Location and dimension of 0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
0 Buildings
0 Audible/visual alarm referenced Yes No
❑ Direction of slope indicator 0 Scale of drawing shown on scale ❑ 0 Design staked out
O Waterlines bar 0 0 Recorded Notices attached
O Roads,easements,driveways, 0 0 Waiver(s)attached
parking 0 0 Pump curve attached
0 North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ O Flow
DESIGN APPROVAL
The undersigned designer must notified by installer at time of installation 0 Yes 0 No
yA - Ptfra- ..----_. 2128/23
Signature of Designer Date APPROVED
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and locale e regulations: / MAR 1 0 2023
-37
/6r 1/�/ 3 MASON COUNTY ENVIRONMENTAL HEALT !
nvironmental Health SpecialistDate DJA
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
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