HomeMy WebLinkAboutSWG2023-00423 TANK ONLY - SWG Application / Design - 10/3/2023 584
MASON COUNTY 4t5N6T"STREET SHELT967 .EXT 400
A SHELTON:STREET,
,SHEL-9670.EXT 400
�( � BELFAIR:360-275-4467.EXT 400
` z" Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Tank Only Permit: SWG2023-00423
OWNER THADEN TIMOTHY Phone: 253-273-3326
Address: 90 E OLD RANCH RD ALLYN, WA 98524
APPLICANT THADEN TIMOTHY Phone: 253-273-3326
Address: 90 E OLD RANCH RD ALLYN, WA 98524
SEPTIC DESIGNER Bob Paysse - Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 4940 E MASON LAKE DR WEST
Primary Parcel Number: 222335100046
Permit Description: Replace tanks and add pump basin
Permit Submitted Date: 10/03/2023
Permit Issued Date: 10/09/2023
Issued By: Rhonda Thompson
Current Permit Fees Paid: $255.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/03/2026 (based on date of inspection)
Type of Work OSS New Construction
Components being Replaced: Septic and Pump Tanks
Surfacing Sewage? No Existing Failure? No
Shoreline? No Horizontal Setbacks Met? Yes
Number of Bedrooms: 4 Drinking Water Source: Private Well/Spring
Additional Details: Septic and pump tanks and pump basin
Permit Conditions:
4 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
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.
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/OR DESIGN
APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.govlhealthlenvironmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
MASON COUNTYDATE RECIEIVLED
t U - an, N n
0
COMMUNITY SERVICES MOUN _ W
Public Health(Community Health/Environmental Health! O UCrny
„r,o ,e.=a,a. SING Dpz3 - vC.)CAl - o A
ZTn
ON-SITE SEWAGE TANK ONLY APPLICATION ' '
a z
APPLICANT PHONE m m
r
TIMOTHY THADEN c
MAILING ADDRESS-STREET.CITY.STATE.ZIP CODE 3
90 E OLD RANCH ROAD -ALLYN, WA 98524 m
SITE ADDRESS-STREET CITY,ZIP CODE
A
4940 E MASON LAKE DRIVE WEST- GRAPEVIEW, WA 98546 I N
NAME OF DESIGNER PHONE I N)
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONF O I N
TBD
IYPE OF WORK(selxtonal RINKING WATER SOURCE 5 C.)❑ NEW CONSTRUCTION/UPGRADES 3 REPAIR/ PLACEMENT 0 PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z I W
COMPONENTISI TO BE REPLACED;INSTALLED ❑ PUBLIC WATER SYSTEM
I. SEPTIC TANK O PUMP TANK 0 RV HOLDING TANK BEDROOMS / LOT SIZE ^ „^ I Q1
m OTHER SOLIDS TANK [-A` 0 3 Plt/'�.
OTHER DETAILS(select all that apply/ TANK(S)SETBACK CHECKLIST r J
0
❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE f 100FT+PUBLIC/COMMUNITY WELLS n I
PA 7 I O
SUBMITTALS SOFT+PRIVATE WELLS.SURFACE WATERS,STREAMS.RIVERS
m PLOT PLAN(REQUIRED) m ..TT TANK CROSS SECTION(REQUIRED) Lt LOFT*DRINKING WATER SUPPLY LINES
❑ PUMP DETAILS(IF APPLICABLE) mWAIVER(S](IF APPLICABLE)
at SFT+PROPERTY/EASEMENT LINES,FOUNDATIONS.FOOTINGS
PLOT PLAN CHECKLIST Q EJ
INPROPERTY LINES AND EASEMENTS OM EXISTING'PROPOSED STRUCTURES m EXISTING/PROPOSED 055 COMPONENTS AND LINES i
I WELLS WITHIN 100FT m WATER SUPPLY LINES m DRIVEWAYS/PARKING I SURFACE WATERS,STREAMS.RIVERS,ETC... I a
I DIRECTION OF SLOPE/CONTOURS I PERIMETER/CURTAIN DRAINS IN NORTHARROW I SCALE BAR
DIRECTIONS TO SITE AND SITE CONDITIONS (ea IxkedgaIe)
NORTH HWY 3. LEFT ON MASON LAKE RD. FOLLOW TO MASON LAKE, TURN LEFT
ON MASON LAKE DRIVE WEST. FOLLOW AROUND BACK SIDE OF LAKE TO SITE
ADDRESS 4940 ON RIGHT.
--- -- - OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE(for report ng purposes/
❑VOLUNTARY 0 MAINTENANCE/PUMPING pRpUILDING PERMIT ❑HOME SALE ❑COMPLAINT 0 OTHER.
COMMENTS/GO(r^N 1OI/TI`OAINLSA� f 0\I b015n °lad {p9VCL� �r\ --S =14
V`
SEWAGE TANKS MUST BE LISTED UNDER DOH'LIST OF REGISTERED SEWAGE TANKS TANKS MUST MLL I CURRENT MINIMUM SIZE REQUIREMENTS.EQUIPPED WITH RISERS
AND LIDS TO SURFACE.AND INCLUDE AN EFFLUENT FILTER CF APPLICABLE) RECORD DRAWING AND INSTAL I ATION REPORT REQUIRED FOR FINAL APPROVAL
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATIONAPPROVEDI ISSUED BY DATE
— 10 I; 00g16\=w M1 tfr(61LS
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 1217201E
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 3 3 — 5 1 — 0 0 0 4 6
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 paper sire: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 2 `
OZ_3 — Oo IZS Designers Name: ROBERT H. PAYSSE
Applicant's Name: TIMOTHY THADEN _ Designer's Phone Number: 360-426-1803
Mailing Address: 90 E OLD RANCH RD Designer's Address: 3083 E MASON BENSON RD
ALLYN WA 98524 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
C Glendon Biofilter ❑ Sand Filter ❑ Mound 0 Sand Lined Drainfield ❑ Recirculating Filter.Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑ Gravity_ g Pressure fs'Trench ❑ Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class EXISTING DF
Daily Flow: Operating Capacity 360 gpd Length - ft
Daily Flow:Design Flow 480 gpd Diameter - in
Septic Tank Capacity(working) 1500 gal Number -
Receiving Soil Type(1-6) EXISTING OF Separation - ft
Receiving Soil Appl-Rate - gpd/ft2 Orifices
Required Primary Area - ft2 Total Number of Orifices EXISTIN DF
Designed Primary Area - ft2 Diameter - in
Designed Reserve Area - ft2 Spacing - in
Trench/Bed Width - ft Manifold
Trench/Bed Length - ft Schedule/Class EXISTING DF
Elevation Measurements Length - ft
Original Drainfield Area Slope - % Diameter - in
New Slope, If Altered - % Preferred manifold configuration used? fib Yes 0 No
Depth of Excavation Up-slope - in Transport Pipe
from Original Grade Down-slope - in Schedule/Class -
Designed Vertical Separation - in Length - ft
Graveness Chambers Required? 0 Yes 0 No 0 Optional Diameter - in
Pump Required? 0 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difu in Elevation Between Pump&Uppermost Orifice - ft Dose quantity 80 gal
Drainfield Squirt Height'Selected Residual(head) - ft Chamber Capacity(flood) 1500 gal
Uppermost Orifice g Higher ❑ Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head - gpm liTimer gElapse Meter Re Event Counter
Calculated Total Pressure Head - ft If Timer: Pump on TBD ,Pump off TBD
Comments
SEPTIC TANK AND PUMP TANK REPLACEMENT. INSTALL SOLIDS HANDLING PUMP BASIN.
DESIGN FORM —PAGE TWO Assessor's Parcel Number: 2 2 2 3 3 -- 5 1 -- 0 0 0 4 6
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Fa Test hole locations 0 Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and g Septic tank
(b Property lines critical distances within layout g Drainfield cover
Ill Existing and proposed wells IA D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
g Measurements to cuts,banks, and locations fid Laterals,trench/bed,top and
surface water and critical areas fid Observation port location bottom
21 Location and orientation of Iii Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components
g Orifice placement Other cross-section detail:
▪ Location and dimension of g Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed
Other Information
• Buildings g Audible/visual alarm referenced Yes No
fid Direction of slope indicator g Scale of drawing shown on scale It 0 Design staked out
gl Waterlines bar 0 g Recorded Notices attached
g Roads, easements, driveways, g 0 Waiver(s)attached
parking g 0 Pump curve attached
(b North arrow and scale drawing ❑ g Evaluation of failure
shown on scale bar Non-residential justification
❑ 114 Waste strength
❑ g Flow
DESIGN APPROVAL
The undersigned designer must be notifivy installer at time of installation 154 Yes 0 No
tit9/z siz
c Signatul e of Designer Dale
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�e�gullaattions:
-( ,,y1I7 4C (�
Environmental H el cakh'�(ony'
Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped "Approved'by Mason County Public Health. V'-)� (-t
.._
/ 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: I2/7/2015
/ / /
APPROXIMATE EXISTING I
DRAIN FIELD (W/ RESERVE)
I
SEE COUNTY RECORDS. ---"`
%� / I / �N „N R100'
/' /' / I ` `
ORENCO / `'EXISTINGN`
PANEL TO BE // / / ` `
REUSED. / 4 `\ K
\
/ / / \ \
/ / ���' \ . \
/ / N \ . \
,A
/ /
/ / /EXISTING \� �\ I
j i i WELLS) \\ .
.�1 II
I IkI— / I / IN.
- - R100' / j / o II I I
0
I I / I 0001 "� I H
o I I I
I I \\ \ CV 7 / //
/
TIE INTO EXISTING / \�. `. / / // // //
TRANSPORT LINE `. N / ." /
INSTALL NEW\\ 1 _ /
o
SOLIDS HANDLING \ / \ +" INSTALL NEW 1500 SEPTIC TANK //
/ x ft 1500 PUMP TANK /
PUMP BASIN �\ / \ ,
IroEFnstmE-v;�tts.�� PROPOSED PUMP OUT�Z ABANDON // //
REP LAC EMENI / / /
EieME / EXISTING TANKS ' '
\ i APPROVED
APPROX. EDGE ;: ..
OCT 6 2023/ OF LAKE r.;.
��.� C! MASO,4COl1hTYch'0iiRv�tiME�TgI.N�Li
N. RET • 0
RCP,"
tRPT Y SE t
MASON
LAKE N AN ASBUILTI INSTALL SIGNOFF FEE WILL
N. BE CHARGED AT TIME OF INSTALLATION
N.
PIONEER DIGGING, INC. I'\Rt I I" 7'3--51ia0ooa'HADEN
SITTI-IC DESIGNS -vDDREc: 4940E MASON LR DR.w
308i E lu\0\BE\.>.i\RD CR VE\IE'\.\AA vxs Fo DEIC\ER: ROBERT H.PAYSSE
'I I ILL 300 120 I803 I v\ 3bL 127 2353 �I l l l l'. SITE PLAN SCALE I —30' OEs�.w a.cEe.0 w,E. o
L"RIBBED RISERS Ws'/BOLT ON 'WATER-TIGEI L LIDS
CI.E ANON I ESE-RISER LIP ADAP W ERSITH NC GASKET_:DS�
• • FINLHEDCRADE • t
-- y WATER-IICII
D )(DINTS
. . �.. ... - _.._
rh"S
INLET \ II F a
A.
CUTLET
TWC WAY .TEE L'
,A
lit/PA ITR_TIGHT 1
JOINTS 1•
�: r 1"OSI
TANKS MUST BF �: EFFLUENT
ON STATE DOH 1500 CALLON WA 7FR77CHT A /1p FILTER
APPROVED LIST ° CONCREft SEP77C TANK ✓"I l�
OF SEWAGE 1:3
EYAMS oCr osILt Y P TANKS Mn3Gp C •y AI
OVER IRES GAL L1 i.z /1 ,�T '^T
AC ACCESS
N . awr�r HTAI
ACCESS RISERS - . l..r x rz�;'a .1.1: i. �f . jp
TO GRAPE 'P'
3• .
VL v1PJANKS A .,,s }zrr Yk--4..
LOCATED AI HIGHER ORLNCC
ELEVATION THAN ONTROL PANEL
T E6 F°EvT rNTEa RIBBED RISERS
DRAIN Fl ELF' M, IO au� ,�eTer
24
HAVE ANTI-SI VIl ION � bV WATERTIGHTI IDS
DEVICE INSTALLED. • • �1 FINISHED GRADE
__
I - TRANSPORT LINE
INLET �I a
• UN.ON cz BALL VALVE
f500 CALLONWA7FR77CHT
CONCRETE PUMP TANK
. (2f35 CAI_/INI _
WATER-TIGHT
JOINTS
.• CHECK VALVE
USE I'ANK5 FITTED
W/CAST:N WATER .•
TIGHT FITT INCS FOR USE RUBBER
INLET/OUTLS AND PUMP BUCKET GROMETS FOR
CAST IN RISER BUCKET HEIGHT.MUST BE TRA.NSPCRI:.INE
ADAPTERS TO ATLEASTHEIGHT OF PVMP AND ELECTRICAL.
ENSURE WATER ON O.N RISERS. MAKE
TIGHTNESS ' • .. a SURE ALL HOLES
ARE WATER-TIGHT
PIONEER
r/-�r/-�rK�77 �i//�� CLI:-I D\1IIR: TIMOTHY THADEN >L;\LL.\:\
PIONEER DIhVI1VG TINT NI<LII =2733-51000046 INSTALL TANKS ON ORIGINAL CR
SEPIIC. DESIGNS vDDRLS 4940 E MASON LK DR COMPACTED LEVELSO RUN CROSS
3otl A 3 F ORA,CA Br Th\BD. 4 A G
( RAPEA IIW. A59EC DK:AER ROBERT FLPAYSSE CONNECTIONS INTO ORIGINAL SOILS TO
JnICI, 3Eu-1201805 F>\ ;00-1272353 SARI 1: TANKS Sl AIL NA AVOID SETTLING.
ALL ELECTRICAL 15 TO
BE DONE BY A
LICENSEE) ELECTRICIAN
HIGH WATER ALARM
0
BOLT ON, GASKET LIE)
FLOAT TREE
UNION/CHECK/BALL VALVE
n
-i -
RUBBER # RUBBER
GROMMET GROMMET
1
APPROVED
INSTRUCTIONS
INSTALL PER OCT 06 2023
MANUFACTURERS yl:_;� ,�r,E RC6�4 V E
�'FT
/ 250 GALLON
ORENCO 30"
PUMP BASIN 7FT
IN HEIGHT
SOLIDS HANDLING
PUMP, SEE TYPE —
PIONEER. DIGGING, INC. J\R it ;:? 2335IOOO46TIMOTHY Dw B01
I'1RCIL:;9�J3331-00046 -II9'o.uoN LID vAnIi<ABLE I
SEPI IC DESIGNS VDDRPSS 4940E MASON IK DR W I]>I:vLL IINt.JS ORIGIN BE 'CIE.
3083E\WON BEN,:A RD. CR,AI'LA'IIV1/4 A 9Ni4i DFGNER. ROBERT H.PAYSSE US.G:JD.CRC B\F NC VIAIIRFOR
iLL RU BBER CRC L E RVII FOR
CWI;F 42b VOs rep t6o4L;2)5 DING N I'M A: SOLIDS TANK VA:1i RilCln 6[N.
LittleGIANT
WS SERIES - 1,2 HP. 1 HP
1 : I .- Pm"l Er de.3leriij l p e"el,etions with up to 2''solids
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• - .A:.�roei)9P2
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• 120 r(=9 0 I quid'.emper3tore ratng
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10 i54 mS52PM 1 1/2 115 1 60 5 20 35 8 93 6a -
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620254 554Pm V2 Ili 1 60 93 326 1520 - 128 97 68 32 125
45 2M 2 '7 208230 I I 60 42 266 14807 - 128 97 68 325 29 621'c E600 99/15 TO 2330 • 1• 90 10 70 110 OS 46 31 16
620203 W51@M12 : 1D0-230
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itsn-17- 6 -onmmmv:r lu rid na oAFinaY
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620013 W552M 115 M6nual - - 20 61m 571bs 2585 Kg
5200003 A.Si2Arr :15I Fgg9b RMY a Float Sw 4h Adjustable 20 61 59ID 2526 Kg
620254 W552HM 1 115 M - 30'•9.1m 5011ns 2631Kg
6 - M 2 206-230 Karina. 130 9,1 rn 601h -➢22 Kg
520203 I W5102M3 1200230 Manual - - ' 20 Elm 6210s-20.1209
6202559 WSO22MJ2 230
Manual - - 30'•9.1m 611bs-2767 Kg
6025 W5102HAM-12 T210 1 Piggyback Mechanical Floa[Sw[[1i 1 A?uslade 30'-91m I 631bs-2858 Kg
74
SEWAGE PUMPS •
WS SERIES -1/2 HP,, 1 HP
2INGNSINGDATA � - - I
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6
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W552 le^ 1225" 936•
35.56cm 3112an __ _2383an
WS528 I51" 2B' Y.3r
_30.36 cm 3':2am 2303m
W5102 15.1 - 1225" 9383
I 3836cm -- I 31.I2an 2383cm
I WSIO]H IS" 12.25' 9J8"
3836 cm 3112 cm 2383an
4BMA DATA ... r < ."- :cON.:,� VcTJ $
-
tDll :Motor Housing
Cast iron
me zoo 100 AN 91, 60: nc Impeller Material Cast iron
'CI 16 7 YupSterType Non-clog
Volute Cast iron
40-- _ -__ Motor Shalt Stainless steel
- it Shaft Seal Carbon/ceramic
m, I Fasteners Stainless steel
so - - - - Bearings Upper and lower ball bearings
` �'''''".--.,, I '.. - s SOW-620013.620254.
m _ - — 1-'o Power Cord 620256.and 62086
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Franklin Electric Follino Fao020'1d04 woes,Ivyenra—
installation & System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. All components,including tanks, lids,
transport line,drainfield,and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state,county,and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder,lot
developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not
remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to dra infield soils could render design
void.
5.The property owner and installer are responsible for locating all underground utilities(ex. water,gas,electric) prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers(ex.ATU,Glendons,) may have other requirements not listed within this design.
7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed) and must be permitted through Labor
and Industries.
8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain loft to waterlines with all septic components. If less than loft is required,sleeving in sch. 40 pvc is required. If
sewage transport lines and waterlines must cross,waterline must be 18"above sewage line with one of the lines sleeved in sch.
40 pvc loft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to installation,operation and
maintenance of the proposed components.
11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain,
foundation, perimeter drains shall be installed 30ft downslope and loft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings mayor
may not meet other requirements.
13. All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. For operation and maintenance
information, refer to Mason County Public Health Homeowner's Manual,which should be receA¢gfias ip,�taotiort approval.
14. System owner should be cautious of landscaping around septic components. Root intrusion f-' (-'("( V E D
can cause premature failure of the drainfield area. In addition, bushes and trees should be kept OCT 06 2023
away from lids and other septic maintenance points. MASON COUNTY 4V',iGFye4TAL HEALTH
15. Changes made at time of installation may impact designer calculations, pump sizing,and T
compliance w/county and state requirements. Contact designer prior to install w/any - _
n
proposed variations from design. Changes may result in additional fees and permitting. M1lti', �
PIONEER DIGGING, INC TIMOTHY THADEN
PAR( I. s:27233-51-00046 •
_
SIPTI( DESIGNS vDDREE: 4940E MASONLKDRW ,Z' Jam'^ nWS:
3Ra31.olA„\RFR:O\RD. CR•PF'!Ftt,\\n 9d5 to DESIGNER: ROBERT EL PAYSSE
OFFICE-3G0.I/O-I803 FRS-3o0.127-t353 gll7 I: NOTES SC11 E NA