HomeMy WebLinkAboutSWG2024-00386 - SWG Application / Design - 9/16/2024 (2) 415 N 6TH STREET,SHELTON,WA 98584
I. : MASON COUNTY SHELTON:360-427- ,EXT 400
BELFAIR:360-275-44674467,EXT 400
---�'— Public Health & Human Services ELMA:360-482-5269,EXT 400
J^ FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00386
APPLICANT CHRIS ELSTROTT* Phone: 360-561-5000
Address: 128 NORTH RIVER STREET MONTESANO, WA 98563
OWNER HWY 102 PROPERTIES LLC Phone: 360-789-3694
Address: 141 W WESTFIELD CT SHELTON, WA 98584
SEPTIC DESIGNER CHRIS ELSTROTT* Phone: 360-561-5000
Address: 128 NORTH RIVER STREET MONTESANO, WA 98563
Site Address: 141 W WESTFIELD CT
Primary Parcel Number: 420022490030
Permit Description: New Commerical sand-lined bed 390 GPD
Permit Submitted Date: 09/16/2024
Permit Issued Date: 10/04/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $1,260.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 09/20/2027 (based on date of inspection)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
DATE READ
AMOUNT RECEIVED..9/17/2024 c Cl)
MASON COUNTYFECEMD BY:
COMMUNITY SERVICES 1260 online < N
w. 0
• Public Health(Community HealtfilErmronmental Health) SWG
/� 2 0 2 4-0 0 3 8 6 I 0
360,27.9670.a d.e00 or 362754C67,ext.400 V V
ay= - ♦1$N.6th street-S6et ,.W+19uStN i z
ON-SITE SEWAGE SYSTEM APPLICATION >
m
PRONE _ r
APPLICANT J /O - 7e 9— 6y V C W
y/lam./4/R / 2., /7.�o n1-c cz-c--
A
MAILING ADDRESS-STREET,C .STATE,ZIP CODE I7I
'/ w. wE57P/Ez�o Cr. 5/, C�� w4 q e f y N
73
SITE ADDRESS-STREET,CITY.ZIP CODE k
/S// . GI/a S7/i� o CT .S/f iz'G MA) w`9
NAME OF DESIGNER PHONE I
GO rG/ BOO aCfl�/J �G ST/�i r/T PHONE I
NAME OF INSTALLER a I
N
DRINKING WATER SOURCE 0 I
PERMIT TYPE ENTI L OSS �,//' ❑ AATE INDIVIDUAL WELL 0 PRIVATE TW PAR•TY Z N
Tl RESIDENTIAL rl COMMUNITY OSS C�� OMMERCIAL OSS , PUBLIC WATER SYSTEM / fLII d, �1
TYPE OF WORK(seleu one) TABLE
W CONSTRUCTION 1 UPGRADES l7 REPAIR I REPLACEMENT OTHER SURFACING SEWAGE 0 EX❑ISTING FAILURE AI \
El Et SHORELINE
r I\
SUBMITTALS BEDROOMS LOT SIZE 0
SIGN FORM(REQUIRED) _- EPTIC DESIGN(REQUIRED) 2 I
WAIVER(S)(IF APPLICABLE)
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.backed gate) I Q
/ti LoC�J y 5. /
Not A at) !�✓'csii/e!c1 G/' / ic`o/ La f o.a.., l�f4! o I
(.,V I'"
II .
SRE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS
nrrirl al 11rr nnu\/nrl ntnk ri or 11,1r
t
UPGRADE I FAILURE SOURCE(tor reporting purposes)
1 ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT °OTTHHTES l C______ONS {
i
INSPECTOR SOIL LOGS CO
TH1/2: 0-61" EGCS to bottom of hole, caved in, i
i no sign of restrictive
1 1
t
IRECORD DRAWING ANC INSTALLATION REPORT
SOLL CODES: EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL.
V a VERY G=GRAVELLY S�SAND L=LOAM Si=SILT C=CLAY E= APPLICATION APPROVED/ISSUED BY
DATE
ff INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE
9/20/2027 R Thom son 2024.10.04
I Dave Anderson 10/2/2024 p 14: r, 07'00'
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
DESIGN FORM-PAGE ONE Assessor's Parcel Number:
A design will be reviewed when 3 copies of each of the following are Scaled layout ssubmitted:
including all applicable items on checklist
Completed design form that has been signed and dated. Y
" 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 size: 11"X 17"
PARCEL IDENTIFICATION
Permit Number: SWG 2024-00386 Designer's Name:
c,12/S 7E‘--C7-/zo iT
Go,SG/-S—000
Applicant's Name: f/A✓y /� ~31;erES �� Designer's Phone Number:
Mailing Address: /5// W. ldESTF/li- cr. Designer's Address:
/Zg y /2/t/.>:/1 ST
S//,cGTa A✓, 1-/i4 5$ rE y /Ao,/, s/Mir/•, 4n4 9 g s-6 3
City State Zip City State Zip
' DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound lag-and Lined Drainfield 0 Recirculating Filter,Type:
❑ Aerobic Unit Make/Model
0 Disinfection Unit Make/Model Other:
Drainfield Type
0 Gravity 0 Sub Surface Drip
ressure 0 Trench e-
Septic Tank/Drainfield Specifications
Laterals
Number of Bedrooms ///// Schedule/Class SC/f '/a
Daily Flow:Operating Capacity
3 90 gpd Length y0 ft
Daily Flow:Design Flow 3 10 gpd Diameter //y in
Septic Tank Capacity(working) /Zo o gal Number 4
Receiving Soil Type(1-6) /A
Separation 2•.f ft
Receiving Soil Appl.Rate f• 0 gpd/ft2 Orifices
Required Primary Area -c- 0 ft2 Total Number of Orifices ‘V
Designed Primary Area o O
ft` Diameter ,3//6 in
�o
Designed Reserve Area y00 ft2 Spacing in
Trench/Bed Width
P. ft Manifold
Trench/Bssl Length
5/a ft Schedt le/Class Ya
Elevation Measurements
Length 7- f ft
Original Drainfield Area Slope O
Diameter Z in
New Slope,If Altered O % Preferred manifold configuration used? 0 Yes ro
Depth of Excavation
up-slope Vs— in Transport Pipe
from Original Grade Down-slope y� in Schedule/Class y '
18"n�in " in Length Z.SG) ft
Designed Vertical Separation zy
�� Z in
Gravelless Chambers Required? 0 Yes 0'No 0 Optional Diameter
Pump Required? -es 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day V
Duff.in Elevation Between Pump&Uppermost Orifice S ft Dose quantity 1Q gal
Drainfield Squirt Height/ lected Residual(head) .S ft Chamber Capacity(flood) /Z-aO gal
Pump control •Please check those re aired.
Uppermost Orifice Higher 0 Lower than Pump
Shutoff
Capacity C Total Pressure Head � gpm rmer f apse Meter errss'�ccntn�vJ❑ vent Counter
ta t
Calculated Total Pressure Head /7 7z�Sri- s e' ft If Timer: Pump on , p off
Comments
EH APPROVED
Rhonda Thompson 10/04/2024
DESIGN FORM-PAGE TWO Assessor's Parcel Number: ell 2-O U.Z V-- 2 -- 7 3v
Permit Number: SWG 2024-00386
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
p�Test le locations EK rainfield orientation and layout Reference depth from original grade:
Soil s Trench/bed dimensions and pl c tank
rorty lines
critical distances within layout rainfield cover
xisting and proposed wells ' D-BoxNalve box locations Reference depth from original grade
within 100 ft of property Septic tank/pump chamber and restric 'ye strata:
Mea
surements to cuts,banks, and loc tions Laterals,trench/bed,top and
surface water and critical areas 0)seivation port location bottom
ovation and orientation of C1 out location _curtain drain collector
chi and all absorption M nifold placement
LE"-Sand augmentation
co ponents to On ce placement Other cross- ection detail:
Location and dimension of Observation ports/clean-outs
ateral placement with distance
prt system and reserve area to ge of bed Other Information
Buildings Audible/visual alarm referenced Yes No
er Direction of slope indicator pale of drawing shown on scale 0 041ie . staked out
Q-1Waterlines bar 0 orded Notices attached
0 aiver(s)attached
l--6— -a-cis, easements,driveways, 0 p curve attached
parking ❑ Evaluation of failure
GI--North arrow and scale drawing
shown on scale bar Non-resifjontial justification
❑ IIE)W to strength
❑ arlow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation es ❑ No
-/4 - 2 c
Sign 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 regulations:
R Thompson{� 14:57:12-02o24..0.047'00'
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. 9/20/2027
✓ 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.dated Date: 12/7/2015
Rhonda Thompson
From: Christopher Elstrott <elstrott@aol.com>
Sent: Thursday, September 26, 2024 9:37 AM EH APPROVED
To: Rhonda Thompson Rhonda Thompson 10/04/2024
Subject: RE: SWG2024-00386 Commercial Sandlined bed
Attachments: img599.pdf
Caution: External Email Warning!This email has originated from outside of the Mason County
Network. Do not click links or open attachments unless you recognize the sender, are expecting the
email, and know the content is safe. If a link sends you to a website where you are asked to validate
using your Account and Password, DO NOT DO SO! Instead, report the incident.
Dear Rhonda,
In reply to your request for justification of the waste strength and flow:
1) There will be no food preparation or any other furnishings connected to the proposed septic
system, and the bathrooms will not have floor drains. Therefore waste strength should not
exceed that of residential strength and thus excess methane production should not occur. Explosion-
proof wiring is therefore not necessary in the effluent pump tank.
2) There will be no more than 30 employees per day working at the entire facility. Actually maybe
half that, but I wanted to ensure adequate capacity for any contingencies. Using the EPA manual
for typical wastewater flows (see attached) for an office employee (nearest example for this type of
work), the typical daily flow per employee is 13gpd. This equates to 390gpd for the entire
facility.
The test holes have been re-excavated to 5'-6'+ and are open and ready for your inspection.
Thank you for your assistance with this project,
Chris Elstrott, PE
Advanced Engineering
128 North River Street
Montesano, WA 98563
360-561-5000
1
Chapter 3: Establishing Treatment System Performance Requirements
EH APPROVED
Table 3-4.Typical wastewater flow rates from commercial sourcesa,b ahraa Thompson WRu 2024
Flow,gallons/unit/day Flow,liters/unit/day
Facility Unit Range Typical Range Typical
Airport Passenger 2-4 3 8-15 11
Apartment house Person 40-80 50 150-300 190
Automobile service station' Vehicle served 8-15 12 30-57 45
Employee 9-15 13 34-57 49
Bar Customer 1-5 3 4-19 11
Employee 10-16 13 38-61 49
Boarding house Person 25-60 40 95-230 150
Department store Toilet room 400-600 500 1,500-2,300 1,900
Employee 8-15 10 30-57 38
Hotel Guest 40-60 50 150-230 190
Employee 8-13 10 30-49 38
Industrial building(sanitary waste only) Employee 7-16 13 26-61 49
Laundry(self-service) Machine 450-650 550 1,700-2,500 2,100
Wash 45-55 50 170-210 190
Office Employee 7-16 13 26-61 49
Public lavatory User 3-6 5 11-23 19
Restaurant(with toilet) Meal 2-4 3 8-15 11
Conventional Customer 8-10 9 30-38 34
Short order Customer 3-8 6 11-30 23
Bar/cocktail lounge Customer 2-4 3 8-15 11
Shopping center Employee 7-13 10 26-49 38
Parking space 1-3 2 4-11 8
Theater Seat 2-4 3 8-15 11
'Some systems serving more than 20 people might be regulated under USEPA's Class V Underground Injection Control(UIC)Program.See
httpJfwww.epa.gov/safewater/uic.html for more information.
°These data incorporate the effect of fixtures complying with the U.S.Energy Policy Act(EPACT)of 1994.
'Disposal of automotive wastes via subsurface wastewater infiltration systems is banned by Class V UIC regulations to protect ground water.See
httpi/www.epa.gov/safewater/uic.html for more information. •
Source:Crites and Tchobanoglous,1998.
3.3.3 Variability of wastewater flow Figure 3-3.Daily indoor water use pattern for single-family residence
Variability of wastewater flow is usually character-
ized by daily and hourly minimum and maximum 15- 4 LT-LA- LAUNDRY W-WATER SOFTENER
•flows and instantaneous peak flows that occur B- BATH/SHOWER 0-OTHE R
during the day. The intermittent occurrence of z 3 ,e,
individual wastewater generating activities can = 10_ a I�\\` 41
create large variations in wastewater flows from a u II ` \
residential or nonresidential establishments. This a 2 ��I`�11Ilt` �D� _ "-
variability can affect gravity-fed onsite systems by (�j t'����I�IIII
potentially causing hydraulic overloads of the j I 6,
I
system duringpeak flow conditions. Figure 3-3 I �jj/ �•••.II���I
g ,., _ � / ..,.
illustrates the routine fluctuations in wastewater •'i4.Y •' r
flows for a typical residential dwelling. 0— 0 -
MN 3 6 9 N 3 6 9 MN
Wastewater flow can vary significantly from day to TIME OF DAY
day. Minimum hourly flows of zero are typical for Source:University of Wisconsin,1978.
USEPA Onsite Wastewater Treatment Systems Manual 3-7
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EH APPROVED
Rhonda Thompson 10/04/2024
Technical Data Sheet
PF Series 4" (100 mm) ; f
CM
s
Subrnersible Effluent Pum Om. -984Spite3
p r�..a,d
eaa34a•ee�3
Applications Features/Specifications
Our 4'(100 mm)Submersible Effluent Pumps are designed to To specify this pump for your installation,require the following:
transport screened effluent(with low TSS counts)from septic • Minimum 24-hour run-dry capability with no deterioration in
tanks or separate dosing tanks.All our pumps are constructed of pump life or performance*
lightweight,corrosion-resistant stainless steel and engineered • Winch(3-mm)bypass orifice(patent pending)to ensure flow
plastics;all are field-serviceable and repairable with common recirculation for motor cooling and to prevent air bind
tools;and all 60-Hz PF Series models are CSA certified to the U.S.
• Liquid end repair kits available for better long-term cost of
and Canadian safety standards for effluent pumps,meeting UL
requirements. ownership
Orenco's Effluent Pumps are used in a variety of applications, • TRI SEALT"'floating impeller design on 10,15,20,and 30 gpm
including pressurized drainfields,packed bed filters,mounds,aer (0.6,1.3,and 1.9 L./sec)models;floating stack design on 50 and
obic units,effluent irrigation,effluent sewers,wetlands,lagoons, 75 gpm(3.2 and 4.7 Used models
and more.These pumps are designed to be used with a Biotube® • Super stainless Franklin Electric motor,rated for continuous
pump vault or after a secondary treatment system, use and frequent cycling
• Type SOOW 600-V motor cable(suitable fo,Class I,Division 1
and Division 2 applications)
— Discharge • Five-year warranty on pump or retrofit liquid end from date of
manufacture against defects in materials cr workmanship
• connection •Not applicable for 5-hp(3.73 kW)models
Standard Models
D — Bypass See specifications chart,pages 2-3,for a list of standard pumps.
Em-
orifice For a complete list of available pumps,call Orenco.
Nomenclature
,.o
Li. s` t PF 20 L�l I 11-
! Cord length,ft(m):
Blank = 10(3) 20' = 20(6)
— Suction 30 =30(9) 50 = 50(15)
connection
%ry; r: Voltage,nameplate:
yr, 1 = 115' 200 .• 200
o `: ri 2=2303 4 = 480
y a *"S (" . Frequency:
fit: t° �; `' 1 =single-phase 60 Hz 3 =three-phase 6Q Hz
y <') 5=single-phase 50 Hz
"- ; ,t yy Horsepower(O.
d ::•.;�:4.::.L.. 03 = '/,hi)(0.25) 05 = }'hp(0.37)
-::,
i"9a>`<+,} t 07=3aip/(0.56) 10 = 1hp(0.75)
N , < , ...i- v, 15 = 1-S'e hp(1.11) 20 = 2 hp(1.50)
.' r c `'1 30 = 3 hp(2 .4) 50 = 5 hp(3.73)
Nominal flow,gpm(Usec).
10 = 10(0.6) 15= 15(1.0)
20 = 20(1.3) 30=30(1 9)
Powered by 50=50(3.2) 75= 75(4.7)
a :JFi Franklin Electric Pump(PF Series)
V'
L R80880 'Note:20-foot cords are available only for single-phase pumps through 1-15 he
' L R2053896 ,li-hp(0.37tW)only
'220 volts for 50 Hz pumps
m 2012 Orenco Syetorn°Inc. NTD-PU-PF-1
Roe.2.0,®01112
/'oYyr S Z/, / ✓rrVS //-2 /�O /' ;ri. PaOeto(6
lc/ o, � /✓ / �,vo Lr r7 e/5 •,;00 1,v 0,171 .
EH APPROVED •°7' ..s
Rhonda Thompson 10/04,2024
•Submittal CS
Discharge Assemblies Data he Systems"
Sheet Orenco
1-80O-348-9843
Applications General
Discharge Assemblies include all of the necessary plumbing(pipe, Orenco Discharge(Hose&Valve)Assemblies are corrosion
fittings,etc.)to convey effluent from a pump to the outside of a resistant and adjustable for a proper fit The flexible hose damp-
riser or pump basin. ens vibration from the pump and allows for easy installation. All
parts are either solvent welded or threaded end sealed with
teflon paste.
w .
I J union
r ��i� :-r 'Low head style'discharge assemblies are designed for use
3. with common effluent pumps;'high head style"discharge
i - ball valve assemblies are designed for use with submersible turbine efflu-
entpumps.
a hosebfe Standard Models
check HV100,HV125, HV150, NV200. ` ,...f-t,/7/C/C I'"M p
valve
Nomenclature
_-.-�..- discharge HV � El�‘-I-Fri 1-76-1
stem I l Indicates stern length(inches):
1/8"
4,5*,6*,8*,9*, 10*, 11, 12*, 14*,
15", 16*. 17, 18*, 19*,20,21*,22*,
23,26,29,32,35,38,41.47
"/5"sand filter basin only
- o ficebypass IIndccates HV configuration:
imi _ Blank- field cut(high-head style)
High Head Low Head H=high-head style pump
L---low-head style pump
D13=drain back(always field cut)
15SF 15"sand filter basin
�r ��_[� Indicates options:
r�_, / 13=ball valve
�.- € r:a• �� C--check valve
PcY 9 FC .flow controller
NI AS=anti-siphon
i� Indicates discharge diameter(inches).
.-( 100-I"
125=1-1/4"
150=1-112"
200-2"
Pump discharge assembly
Int man HVCW MO KITN
1indicates kit
1/8"drain hole Indicates discharge diameter(inches):
100= 1"
125= 1-1/4"
150 1-1/2"
200=2"
Indicates cold weather application
>d �rr� Pump discharge assembly
HSU-HV-HV-1
Cold Weather Drainback Rev.3 2.® MO
Paget of 2
7/7,9 S,z _ ..)1,—/°.
EH APPROVED
Rhonda Thompson 10/04/2024
Simplex Control Panels (continued)
Standard Features
Feature Specification(s)
Motor-Start Contactor 120 VAC:16 FLA, 1 hp,60 hz;2.5 million cycles at FLA(10 million at 50%of FLA).
240 VAC: 16 FLA,3 hp,60 hz;2.5 million cycles at FLA 110 million at 50%FLA).
Pump Circuit Breaker 20 amps,OFF/ON switch.Single pole 120 VAC,double pole 240 VAC.DIN rail mounting with thermal
magnetic tripping characteristics.
Controls Circuit Breaker 10 amps,OFF/ON switch.Single pole 120V.DIN rail mounting with thermal magnetic tripping
characteristics.
Toggle Switch Single pole-double throw HOA switch rated at 20 amps.
Audio Alarm 95 dB at 24".warble-tone sound.
Audio Alarm 120 VAC,automatic reset DIN rail mount.
Silence Relay
Visual Alarm 7/8'diameter red lens,"Push to-silence."NEMA 4X,1 Watt bulb,120 VAC.
Optional Features
Feature Specification(s) Product Code Adder
Intrinsically Safe 120 VAC. listed per UL 698A,for Class 1 Div.1,groups A,B, IR
Control Relays C,D hazardous locations.Larger enclosure required.
Programmable Timer 120 VAC,Repeat cycle from 0.05 seconds to 30 hours.Separate variable PT ,)r'+,7 d%e/ e i9//
controls for OFF&ON time periods.
Redundant Off Relay 120 VAC,provides a secondary off.Sounds alarm on low level RO
condition.DIN rail mount
Heater Anti-condensation heater.Self-adjusting:radiates additional HT
wattage as temperature drops.
Disconnect Switch Single pole-single throw,20 amps,motor rated at 1 hp. DS
Elapsed Time Meter 120 VAC,7-digit,non-resettable.Limit of 99,999 hours; ETM
accurate to 0.01 hours.
Event Counter 120 VAC,6-digit,non-resettable. CI
Pump Run Light 7/8'green lens.NEMA 4X, 1 Watt bulb,120 VAC. PRL
u 1 /9 4n5✓rc ves
u
•
ESU-CP-S-1
Rev.25.
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