HomeMy WebLinkAboutSWG2026-00168 - SWG Application / Design - 6/3/2026 MASON COUNTY 415N6THSTREET 0427-970,EXT 5B`
SH ELION.368-0TTON, EXT40(
BE(.FAIR:360-275-0467.EXT40(
Public Health & Human Services ELMA:360-482-5269 EXT48(
FAX'.360-027-778]
On-Site Sewage System Permit: SWG2026-00168
APPLICANT Rieger, Becky Phone: 3602193343
Address'. 2041 Little Hanaford Road Centralia, WA 98531
OWNER MCNULTY LIVING TRUST Phone:
Address'. HUGH T MCNULTY&STACEY L MCNULTY TRUSTEES LILLIWAUP,WA 98555
SEPTIC DESIGNER BECKY RIEGER Phone: 360-219-3343
Address: 2041 Little Hanaford Road CENTRALIA, WA 98531
Site Address: 50 N SCHAUFLER LN
Primary Parcel Number: 324343100030
Permit Description: Repair 3bd sandlined bed
Permit Submitted Date: 05/29/2026
Permit Issued Date: 08/12/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $1,015.00 (add'tioial fees may be reaalred upon Installation of system).
Permit Expiration Date: 06103/2027 (based an date of msaeamol
Permit Conditions:
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
2 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Drainfield installation not to exceed designed ups/ape and downslope depth specified on
design form.
5 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF 055.
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.
OFFICIAL USE ONLY
MASON COUNTY OATERECEIVELk o5/agt /abab
AMDUNTRECEIVEO' RECENEO
or'JL
Public Health & Human Services � pNu) aie
Environmental Strut Shlton,WA9980.58evL 400 or 360-275-4467.erL 400 SWG ���� — N
415 6th Street-Sheltaq WA 98584 Or^ I z
ON-SITES S M APPLICATION z
APPLICANT ^I PHONE m
Hugh McNulty 714.612.4276
MAILING ADDRESS.STREET CITY,STATE,ZIP CODE C�
PO Box 119 Lilliwaup EGA 98555
SITE ADDRESS-STREET,CITY,ZIP CODE
50 N Schaufler Lane N Lilliwaup WA
NAME OF DESIGNER PHONE
Becky Rieger- Environmental Design 360.219.3343
NAME OF INS IALLER PHONE
a
PERMIT TYPE(select ono) GRINNING WATER SOURCE y
RESIDENTIAL OSS fl COMMUNITY 055 n COMMERCIALOSS PRIVATE INDIVIDUAL WELL O PRIVATE TWO-PARTY WELL z
Z
TYPE OF WORK(select one) F+ PUBLIC WATER SYSTEM _.
El NEW CONSTRUCTION/UPGRADES 9 REPAIR/REPLACEMENT OTHER DETAILS(sated all lhstepPNl ❑ TABLE X REPAIR
SUBMITTALS 0 SURFACING SEWAGE ❑ EXISTING FAILURE O SHORELINE
L DESIGN FORM(REQUIRED) M SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT BIDE I WAS LOT CREATED AFTER 41112025? r
O
ñ WAIVER(S)(IF APPLICABLE) 3 1.43 ❑ YES Q NO O
DIRECTIONS TO SITE AND BIIL CONDITIONS.(ee_loc dgvle)
See Attached
r
O
-1
SRE MUST BE FLAGGED FROM MAIN ROAD ANO TEST HOLES ES MVST BE FLAGGED WITH TEST HOLE NUMBERS.
OFFICIAL USE ONLY BELOW THIS IS LINE
UPGRADE I FAILURE SOURCE(for eponing Purposes)
❑VOLUNTARY OMAINTENANCE/PUMPING D BUILDING PERMIT ❑HOME SALE ❑COMPLAINT DOTHER:
SPECTOR SOIL LOGS COMMENTS,CONDITIONS
LZ2c?I) 3
Afl 3 - Stln.�.
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES:
V=VERY G=GRAVELLY 5=SAND L-LOAM Si=SILT C=CLAY E=EXTREMELY R-ROOTS REQUIRED FOR FINALAPPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION KATE APPLICATION APPROVEOI ISSUED BY DATE
+
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 4 3 4 - 31 0 0 0 3 0
A design will be reviewed when 3 copies of each of the following are submitted:
l'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. v 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: //"Y/
PARCEL IDENTIFICATION
Permit Number: S\VG'Li/r t%nit2 Designer's Name: Environmental Design-Becky Rie�r
Applicant's Name. Hugh McNulty Designer's Phone Number: 360.219.3343
Mailing Address: PO Box 119 Designer's Address: 2041 Little Hanaford Road
Lilliwaup WA 98555 City State Zip Centralia WA 98531
City State Zip Designers Email becky@environmentaldesigr
DESIGN PARAMETERS
Treatment Device
❑Glendon ❑ Sand filter ❑ Mound ,Sand fined Drainfield ❑ Recirculating Filter ❑ATU 0 Other
Treatment Level(check all that apply)! ❑ A B ❑(' ❑ HI.I LBl2 ❑ BL3 Pl F H N
Drainfield Type
❑Gravity Et Pressure 0 French h'IBcd ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily flow:Operating Capacity 360 gpd length 36 tl
Daily Flow: Design Flow 360 gpd Diameter 1.5 in
Septic Tank Capacity(working) 1200 gal Number 3
Receiving Soil Type(1-6) 1 Separation 3.3 ft
Receiving Soil Appl. Rate 1.0 gpd/ft' Orifices
Required Primary Area 360 ft' Total Number of Orifices 63
Designed Primary Area 380 Ba Diameter 1/8 in
Designed Reserve Area 380 ft'- Spacing 21.6 in
Trench/Bed Width 10 ft . Manifold
Trench/Red Length 38 ft Schedule/Class 40
Elevation Measurements ' Length 6-6 IIOriginal Drainticld Area Slope 5 / _
Diameter 1.5 in
Nev Slope. If Altered 0 n/n /^ Preferred manifold configuration used? t9 Yes 0 No
Depth ofE.rcacation up- lope t3 k 245AAAt 31, Transport Pipe
From Original Grade ooun_zltme . 245p,c53 in isi Schedule/Class 40
Designed Vertical Separation V iUt in ,awl Length 60 ft
Gravel-based Drainfield Required'? 0 Yes 91 No 1�I Diameter 2 in
Pump Required" Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 6
THE in Elevation Between Pump&Uppermost Orifice 5 It Dose quantity 60 gal
Drainfield Squirt Ileight,Selected Residual(head) 5 0 Chamber Capacity(flood) 1200 gal
Uppermost Orifice 0 Higher Lower than Pump Shutoff Pump controls: Please check those required.
Capacity(Total Pressure Head 27.3 gptn Timer 0 Elapse Meter 0 Event County
Calculated Total Pressure Head 12.4 R If Timed Pump on 22 min ,Pump off 4 hrs
Comments th5 ✓I b Z Sf c. en 1 cv S
otv
Revised:4/14/2
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 4 3 4 — 3 1 -- 0 0- 0 3 0
Permit Nun ben SWG _
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations M Drainfield orientation and layout Reference depth from original grade:
96 Soil logs fi'?1 Trench/bed dimensions and Rf Septic tank
RI Property lines critical distances within layout IX Drainfield cover
Existing and proposed wells R1 l)-Box/Valve box locations Reference depth from original grade
within 100 ft of property 9 Septic tank/pump chamber and restrictive strata:
Measurements to cuts, banks-and locations lZ Laterals,trench/bed,top and
surface water and critical areas 9 Observation port location bottom
Location and orientation of fill Clean-out location 0 Curtain drain collector
curtain drain and all absorption 56 Manifold placement ❑ Sand augmentation
components 69 Orifice placement Other cross-section detail:
Location and dimension of fjr6 Lateral placement with distance Lid Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
buildings fig Audible/visual alarm referenced Yes No
RI Direction of slope indicator m Scale of drawing shown on scale 0 d Design staked out
6a Waterlines bar 0 56 Recorded Notices attached
6d Roads, easements, driveways. O Elevation benchmark and relative ❑ lg Waiver(s)attached
parking elevations of system components '❑ 0 Pump curve attached
❑ fi7j Evaluation of failure
North arrow and scale drawing
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ 0 Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation R1 Yes 0 No
05.29.2026
Sig tureof esigner 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 regulations:
Si
Environmental l Health ._ ecialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped Approved by Mason County Public Health. fQ(c3121
✓ 'I he On site Sewage I'crntit 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 Healt
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site. Revised.4'I4'2(
Environmental Design, LLC.
Septic Design o Wetlandso Site Planning vExcavation
2041 Little Hanford Read, Centralia, WA 98531 Phone(360)219-3343
May 28,2026
Prepared For:
Hugh McNulty
PO Box 119
Lilliwaup,WA 98555
Site Address: tief'•'. rl
50 N Schaufler Lane, Lilliwaup
JG I '
County:Mason
Tax Parcel Number:32434-31-00030
Purpose:
A site and soil evaluation was completed for the property located at 50 N Schaufler Lane in Lilliwaup on
February 19, 2026 by Environmental Design,LLC.The purpose of the site and soil evaluation is to
determine the suitability of an On-Site Wastewater system. In order to determine if a site is suitable a
minimum of three test pits were dug and evaluated for suitability.The site was evaluated to determine
that the slope and size were suitable and to determine if the proposed on-site wastewater would be
able to meet county and Washington State WAC 246-272A regulations.
Proposal:
The client is proposing a new system to serve the existing 3-bedroom residence. For a 3-bedroom
system the estimated wastewater produced is 360 gallons per day based on the calculation of each
bedroom producing 120 gallons per day.
Site Description:
The site is located in Section 34,Township 24 North of Range 03 West and has a gentle slope in the
drainfield area.The site is 1.43 acres in size.
Hydrology:
The site appears to be well drained.There did not appear to be any areas of ponding at the site or in the
area of the proposed drainfield.
Water Source:
The water source will be an existing shared well.The well is located 100 feet away from the proposed
On-Site Wastewater system or the transport line will be sleeved to meet the requirements of WAC 246-
272A.
Soil Description:
According to the Natural Resources Conservation Service(NRCS)the property soil is mapped as
Hoodsport Gravelly Sandy Loam.The test pit profile did appear to be consistent with the mapped series.
I loh yumhrr 2(126-
( .\ IloA
The NRCS describes the Hood sport Gravelly Sandy Loam as gravelly medial sandy loam for the surface
layer and is very gravelly medial sandy loam for the following layer.The profile then changes to gravelly
sandy loam to a depth of 60 inches or more.
Test Pit Description:
In order to complete a site and soil evaluation according to WAC 246-272A a minimum of three test pits
need to be evaluated. For this site a total of 3 test pits were evaluated and labeled in the field for the
locations of the On-Site Wastewater System.The test pits are as described below:
Test Pit#1
0-65" Brown coarse sand
Not restrictive
Test Pit#2
0-66" Brown coarse sand
Not restrictive
Test Pit#3
0-50" Brown coarse sand
Not restrictive
Soil Loading Rate:
The type of soil appears to be a Type 1 with a soil loading rate of 1.0 according to WAC 246-272A.
system Requirements:
The site appears to be suitable for an pressure bed system in the proposed drainfield location.The
system requirements are concluded based on the suitability of the soil,the slope of the site and the site
conditions.
Conclusion:
The site described as 50 B Schaufler Lane in Lilliwaup appears to have a slope of about 0-5%in the
proposed drainfield area.The site has a suitable soil depth of 65_" in the proposed
drainfield location and is suitable for a pressure bed system to serve the proposed residence.
Report C mDleted bv:
b"ee4 Reegee
Becky Rieger A PPR O Licensed Designer VE f
AUr, i Z 20.6 L/
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Job.umber 202
(Item \upl[' v<
Pump Selection for a Pressurized System-Single Family Residence Project
2026-027'. MCNULTY
Parameters
Discharge Assembly size 200 inches
Transport Length 60 feet
Transport Pqe Class 40
Transport Line Size 2 00 Inches
Distributing Valve Model None
Max Elevation Lift 5 feet
Manifold Length 66 feet
Manifold Pipe Class 40
Manifold Pipe Size 1.50 inches
Number of Laterals per Cell 3
Lateral Length 36 feet
Lateral Pipe Class 40
Lateral Pipe Size 150 inches
Orifice Size 1/8 inches
Orifice Spacing 1.6 feet
Residual Head 5 feet
Flow Meter None inches
Add-on Friction Losses 0 feet
Calculations
Minimum Flow Pale per Orifice 043 gpm
Number of Orifices per Zone 63
Total Flow Rate per Zone 273 gpm
Number of Laterals per Zone 3
1 Flaw Differential t n/Lest Orifice 07 d
Transport Velocity 26 fps
Frictional Head Losses
Lass through Discharge 1 5 feet
Lass in Transport 0.8 feet
Lass through Valve 0.0 lest
Loss in Manifo'd 0.1 feet
Loss in Laterals 01 feet
Loss through Flowmeter 00 feet
Add-on Friction Losses 0.0 feet
Pipe Volumes
Vol of Transport Line 105 gals
Vol of Manifold 0.7 gals PumpData Legend
Vol of Laterals per Zone n4 gals System Curve:
Total Volume 226 gals
Pump Curse
Minimum Pump Requirements
Design Flow Role 273 gpm Pump Optimal Ranger
Total Dynamic Head 124 feet
Operating Paint.
PPR® 7E L) Design Point.
� AUG i Z 26
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ITT Re
GOULDS PUMPS
sidential Water Systems
APPLICATIONS MOTOR
Specially designed for the following uses. General:
• Mound Systems • Single phase
• ERluentuDosing Systems • 60 Hertz
• Low Pressure Pipe Systems • 115 and 230 volts
• Basement Draining • Built-in thermal overload protection with automatic reset.
• Heavy Duty Sump/ • Class B Insulation.
Dewatering • Oil-flied design.
• High strength carbon steel shaft.
SPECIFICATIONS PE31 Motor:
• .33 HR 3000 RPM
Pump—General: • 115 volts
• Discharge'. 1'h"NPT • Shaded pale design
• Temperature: 104°F(40°C)maximum,continuous when PE41 Motor:
fully submerged. • .40 HP,3400 RPM
• Solids filing. i maximum sphere. • 115 and 230 volts
• Automatic models include a float switch. • PSC design
• Manual models available.
• Pumping range.see performance chart or curve. P .50 ERP,3400 RPM
otor:
PE31 Pump: • 115 and 230 volts
• Maximum capacity:53 GPM • PSC design
• Maximum head'.25'TDH
PE41 Pump: pGENCV LISTINGS
• Maximum capacity.61 GPM
• Maximum head:29'TDH
PE51 Pump:
• Maximum capacity.70 GPM c us
• Maximum head:37 TDH Tested to UL 778 and
CSA 22.2 108 Standards
By Canadian Standards Assodafon
File#L38549
METERS FEET
M00 roe.rw.u
PE51 xr Ev.aa.Eo
35 PM
30 PE41
Goulds Pomp,is 1509001 Registered.
10
PE31
Q 0 R
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0 00 ,n xo 30 40 so ba 70 GPM 00
to a a,e
ITT Residen
tial Water Systems
Goulds Pumps
PESubmersible
Effluent Pump
FEATURES
■ Corrosion resistant construction.
■Cast iron body,
•Thermoplastic impeller and cover.
• Upper sleeve and lower heavy duty ball
bearing construction.
■ Motor is permanently lubricated for
extended service life.
,,,„„,V,,, ■ Powered for continuous operation.
■All ratings are within the working limits of
the motor.
■Quick disconnect power cord, 20' standard
length, heavy duty 16/3 SJTW with 115 or 230
volt grounding plug.
■Complete unit is heavy duty, portable and
compact.
■Mechanical seal is carbon, ceramic, BONA
and stainless steel.
■Stainless steel fasteners.
�aGOULDS PUMPS
Goulds Pumps is a brand of ITT Water Technology, Inc. 4 P P R -V E D
a subsidiary of ITT Industries, Inc. AUG l 2 20%6
www.goulds.com 'f t=�f�4�h"i� [',y;?Jy P[� �_hc1
nET
Engineered for life
GOULDS PUMPS
ITTResidential Water Systems
DIMENSIONS
PERFORMANCE RATINGS All dimensions are m inches,Do not use fol construction pmposes.)
PE31 PE51
Total Head Total Head GPM
GPM Meet of waled
(feet of water) 10 61 64
15
0 50
20
15 19 25 39 -. -22
-_
110i5 30 26
25
0 35 S
PE41
Total Head GPM
(feet of water)
6 61
10 51
1s ne
0
20 33
25 6 54
120
It/."NpT DISCHARGE
I!
3.1
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PUMP INFORMATION Minimum Maximum 5hippin
Cord Discharge Basin Solids Weight
Minimum Float Swit<h Diameter lbslk
Circuit Phase Style Length Connenion Size 9
Order No. HP Voltz Amps Rreaker
Manual I No Switch
n31M 033 12 20 Piggyback Float Swlah
pf31Pl 115 Manual 1 No Switch
PE41M 2.5 IS p99ybad Float switch 31114
P41 Fl 1.S' 18' 5"
p4 Mnual)No Switch 20'
PE42M 230 3] 10 1 piggyback Float Switch
PE42P1 Manual'No Switch
PE51M 115 9.5 20 Pig9ybo�Float Switch
PE51P1 05 Manual I Na Switch
PE52M 230 43 10 Manual
Fl oat Switcfi
PE52P1
APPROVED
AUG 2 2,0
R�i
IT T Residential Water Systems
[ GOULDS PUMPS JJ��
Goulds Pumps and the ITT Engineered Blocks Symbol are APPROVE
registered trademarks and tradenames of IT] Industries l fl,.1 q
SPECIFICATIONS ARE SUBJECT TO CIEANGE WITHOUT NOTICE. C1 ii l] 1 2 L0_6
BEE February. 2006 C� lil ' E'�t'.. TT4ErT-4l. ^,'a'_TH
T 2006 ITT Water Technology, Inc. H�..
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