HomeMy WebLinkAboutSWG2024-002202 - SWG Application / Design - 5/7/2024 MASON COUNTY 415 N BTH STREET, 0427-9 7 ,E 98 400
664
SHELTON:STREET,
ON, EXT684
BELFAIR:360-275 67,EXT 4D0
Public Health & Human Services ELMAL 360482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2024-00202
APPLICANT FJORD HOLDINGS LLC Phone: 1.360.427.5599
Address: 213 SE STOTBERY RD SHELTON,WA 98584
OWNER FJORD HOLDINGS LLC Phone: 1.360.427.5599
Address: 213 SE STOTBERY RD SHELTON,WA 98584
SEPTIC DESIGNER JIM HUNTER* Phone: 360-753-1226
Address: PO BOX 162 OLYMPIA,WA 98507
SEPTIC INSTALLER BRANDON THOMPSON' Phone: 360-866-9200
Address: 2103 HARRISON AVE NW STE 2774 OLYMPIA, WA 98502
Site Address: UNKNOWN
Primary Parcel Number: 422125011003
Permit Description: Replacement Fjord Oyster Bank restaurant-ATU to sandlined bed
550GPD
Permit Submitted Date: 06/0712024
Permit Issued Date: 08/09/2024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $1,425.00 (addeonauee.may oe required upon meleetion or aymem).
Permit Expiration Date: 0511012027 (Weed on dale of mapeduon)
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 Drainfield 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/envimnmentalionsiteloss-inspection4equestphp or call:
360-427-9670,extension 400.
t�.Misro�`/
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH D.E"ReN 7 8 (Zy
ONSITE SEWAGE SYSTEM APPLICATION MWH RKE MEEMD4Y o m
415 N 6MITEEL(Bldg 8) SheBon WA,98584 G y
Shelton:360427-96M ad 4W BeBair.36D37N 7ed 400 SWG 2/DZq _DO� O p
J YY YY Z y
AFPUCANT PXCNE D D
BAYSHORE CONSTRUCTION 360 866-9200 m m
r
MauNOALOREss.STREET.CATY.STATE,MP CODE
2103 HARRISON AVE STE 2774 OLYMPIA WA 9835012 3
SITE ADDRESS-STREET CITY aP CODE LU
24341 HWY 101 HOODSPORT WA 9 z
MAMEOFOESIGNER R 36
JIM HUNTER 360 753-1226 �1\
NAME OF INSTALLER I—E Ij
S�4aR.Lf C.a rys-Ma G c.�p 3(oo - 6U(a _ -r-vo
CWCKA.LAPXIGBLE ITEMS DRINKINGNMTER SCL)RCE 0
C1
❑ NEW CONSTRUCTION I] RV HMOING TANK ONLY O PRIVATE INOMDUALKFIL N IF'_
❑ REPLACEMENT SYSTEM E3 INSTALIATIONPERMITONLY O PRIVATETWDPARTYWELL Z
❑ TABLE 9 REPAIR O SINGLE FAMILY Ip�COMMUNITYIPUBLIC MTER SYSTEM
❑ TANK(S)ONLY COMMERCIAL SYSTEM NAME:
❑ UPGRADETOEXISTING ❑ OTHER: BEDROOMS LOT WE ks,
❑ EXISTING FAILURE . N/A m I�
INFECTIONS TO SITE-BE SPEOROANDAONBE OFANY NEEDED INFORMATCN'ON.(.traaE ptlel O I
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012 (� ��5 ('ter I
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yIIEW/SIBEMDBEOFRdIMYN FJADANO,ESTHOLESMUS,EFL100m NTM,ES,MDIEMIMBERS IV
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADEIFNLURESOURCERelIywT9P Im)
❑VOLUNTARY 0MAINTENANCEIPUMPING ORUILDINGPERMIT IJHOMESALE E3COMPVJNT QOTHER'.
INSPECTOR SOIL L0:5 COMMENTSICON.ONS
-VM . 0- (07 V� LS -}ab, 0- _
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WLDGDES:
V=YERY G=GRAVELLY S=SWD L=LGAM SI=SILT C=CLAY E=EKTREMELY R=ROOTS
INSPECTOR SGNATURE �( DATE APPIKATION EXPIRATIONDATE APPLICATION APPROVEOBY DATE
5mI 'llol 1 0 [_7_1 v� `M'� !g G
TNIS FORM MAY Bt SCANNED AND ANABABLE FOR PUBLIC VIEW ON THE MASON COUNTY MIEBSITE RMSEDlW=15
DESIGN FORM—PAGE ONE Assessor's Parcel Number: >��1.� -• s 0 — 1 1 0 -L13—
A design will be reviewed when 3 conies of each of the following are submitted:
v 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. a Cross-section sketch,including all applicable items on checklist.
This form maybe scanned and available for public view on the Mason County Web site.Mmrimum paper size: 11"X 17"
yt PARCEL IDENTIFICATION
Permit Number: SWG�.0 !/"l'(] Z Designer's Name: JIM HUNTER
Applicant's Name: SAYSHORE CONSTRUCTION Designer's Phone Number: 360-753-1226
Mailing Address: 2103 HARRISON AVE STE 2774 Designer's Address: PO BOX 162
OLYMPIA WA 98502 OLYMPIA WA 98507
city State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Send Fitt. ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
S(Aembic Unit Make Modd MICROFAST 3.0 ❑Disinfection Unit Make/Model Other:
Drainfield Type ,(�
El Gravity ❑Pressure ❑Trench gassed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms N/A Schedule/Class 40
Daily Flow:Operating Capacity j1%L%S glad Length 4 t S.L d,b ft
Daily Flow:Design Flow C 90 gpd Diameter 1 112 in
Septic Tank Capacity 10 u 0 gal Number 3
Receiving Soil Type(1-6) 1 Separation 3-33 ft
Receiving Soil Appl.Rate 1,0 gpd/ftt Orifices
Required Primary Area 9s0 fir Total Number of Orifices 78
Designed Primary Area 5'S,a ft Diameter 3116 in
Designed Reserve Area g,So ftr Spacing 21 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length ft Schedule/Class 40
Elevation Measurements Length (o.b'I It
Original Drainfield Area Slope % Diameter 2 in
New Slope,If Altered t4 ( A % Preferred manifold configuration used? O Yes O No
Depth of Excavation U9a10pc 44 " in Transport Pipe
from Original Grade Dorn-slepe 4e ' in Schedule/Class 40
Designed Vertical Separation 18 in Length 105 R
Gravelless Chambers Required? IrYes 13 No O Optional Diameter 2 in
Pump Required? If ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day 4
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 137.5 gal
Orifice 4M ft Chamber Capacity�7100A gal
Uppermost Orifice ItHigher [3Lower than Pump Shutoff Pump controls:Please check those required.
Capacity®Total Pressure Head 64.613 gpm Wrimer G(Elapse Meter RrEvcm Counter
Calculated Total Pressure Head 16.060 Pump off R 4,0
Comments
AUG 09 20
MASON COUNTY ENVIRONMENTAL HEALTH es D
DESIGN FORM-PAGE TWO Assessor's Parcel Number:Sa+ri31� -- �t1.- -- ��-6 SLa
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
21 Test hole locations EZ Drainfield orientation and layout Reference depth from original grade:
0 Soil logs Trench bed dimensions and E9 Septic taak
1Z Property lines critical distances within layout M Dramfield cover
E9 Existing and proposed wells 9 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 1f Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations ❑ Laterals,trenchlbed,top and
surface water and critical areas EZ Observation port location bottom
M Location and orientation of V Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ef Manifold placement ❑ Sand augmentation
components El Orifice placement Other cross-section detail:
[Z Location and dimension of 9 Lateral placement with distance EY Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
9 Buildings 9 Audible/visual alarm referenced Yes No
19 Direction of slope indicator 1f Scale of drawing shown on scale ff ❑Design staked out
19 Waterlines bar ❑ ❑Recorded Notices attached
Ef Roads,easements,driveways, ❑ ❑Waivers)attached
parking ❑ ❑ Pump curve attached
A ❑ ❑Evaluation of failure
� North arrow,and scale drawing
shown on scale bar Non-residential Justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be noti\-f/ ,C er at 'me of installation ❑Yes Cl No
rp -.1-2A
Signa 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 re$�Cations: �
lY II�Y XAO!9VI `
Environmental Health Spkialist 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 site.
Updated Date: 12/7/2015
PME I
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL M 42212-50-11003
DATE SUBMITTE 081M4 LEGAL/LOT#:
SUBMITTED BY: JIM HUNTER
APPLICANT: BAYSHORE CONSTRUCTION
ADDRESS: 2103 HARRISON AVE NW#2774
OLYMPIA,WA 98502
I.CALCULATIONS
NUMBER OF BEDROOMS= WA
RESIDENTIAL GPD FLOW= 550
IF NON.RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 1.0 GPD/FT2
REDUCTION=LEAVE BLANK IFNO REDUCPON TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 585 FT2
TRENCH LENGTH OR BED CONFIG.= VARIABLE
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= EXISTING 1,250 GAL CONCRETE
COMPOSITION AND SIZE= 3,OWGAL ATUTANK
NEW OR EXISTING NEW
111.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLESS CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAUSEASONAL SATURATION= >1'-8'
FILL DEPTH= 11.0.
TRENCH WIDTH= WA
V.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 137.5
NUMBER OF DOSES PER DAY= 4
PPROVED
AUG 09 1024
ONCCUNT.EN...'MENTAL HEALTH
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EAPS!fS: 03/22/
PAGE 1
THIURSTON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#: PARCEL M 42212050-11003
DATE SUBMITTE 08107124 LEGALILOT#:
SUBMITTED BY: JIM HUNTER
APPLICANT: BAYSHORE CONSTRUCTION
ADDRESS: 2103 HARRISON AVE NW#2774
OLYMPIA,WA SIM
I.CALCULATIONS
NUMBER OF BEDROOMS= WA
RESIDENTIAL GPD FLOW= 550
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS:
GPD=
APPLICATION RATE= 1.0 GPD/FT2
REDUCTION=LEAVE BLANK IF NO REDUCTION TAKEN
DRAINFIELD SIZING
ABSORPTION AREA= 50 FT2
TRENCH LENGTH OR BED CONFIG.= VARIABLE
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= EXISTING 1,250 GAL.CONCRETE
COMPOSITION AND SIZE= 3,000GAL ATUTANK
NEW OR EXISTING NEW
111.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= GRAVELLESS CHAMBERS
ROCK DEPTH BELOW PIPE= GRAVELLEBB CHAMBERS
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= »'-5'
FILL DEPTH= V-0"
TRENCH WIDTH= N/A
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 137.5
NUMBER OF DOSES PER DAY= 4
APPROVED WT'�
AUG 09 2024
MASON COUNTY ENVIRONMENTAL sIDpJ3
RET AMTS D 15MA -0. -.
IICBVSiD DE31Cl1�
:ASSS _
D(FIRES: 03!22/q 4
PAGES
V.PRESSURE CALCULATIONS
USING PIPE CLASS 40
ORIFICE 3/16
LATERAL#1 =
SQUIRT HEIGHT(FT) 3.00
(NOTE(2):ORIFICEDISCHARBERATE=(11.79)X(ORIFICEDIAMETER)S02X
SO ROOT OF(TOTAL PRESSURE HEAD)
ORIFICE DISCHARGE RATE= 0.71792
LATERAL LENGTH IN FEET= 61.00
ORIFICE SPACING= 119,
DISTANCE FROM END CAP= 1'T
NUMBER OF HOLES= 34
LATERAL DISCHARGE RATE= 24.409
LATERAL#2=
SQUIRT HEIGHT(FT) 3.00
ORIFICE DISCHARGE RATE= 0.71792
LATERAL LENGTH IN FEET= 54.00
ORIFICE SPACING= TV
DISTANCE FROM END CAP= 1'T
NUMBER OF HOLES= 30
LATERAL DISCHARGE RATE= 21.538
LATERAL#3=
SQUIRT HEIGHT(FT) 3.00
ORIFICE DISCHARGE RATE= 0,71792
LATERAL LENGTH IN FEET= 46.00
ORIFICE SPACING= 119,
DISTANCE FROM END CAP= 1'1'
NUMBER OF HOLES= 26
LATERAL DISCHARGE RATE= 18.666
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AS 105.00 2.00 64.613 6.764
BC 1.80 2.00 45.947 0,082
CD 3.40 2.00 24.409 0.036
DE 61.00 1.50 24.409 2.188
TOTAL= 9.050
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 9.050
2)ELEVATION DIFFERENCE = 4.000
3)RESIDUAL = 3.000
TOTAL= 16.050
(AMFS A.HtWU tf�
LICENSEDDFSRI4FA ` APPROVED
ENPIRFS: 03/221�
AUG 09 2024
MASON COUNTY ENVIRONMENTAL HEALTH
RET
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BETTER WATER.BETTER WORLD:
16002 West 110'h street- Lenexa, KS 66229 USA-Phone:913-422-0707• Fax: 913-422-0808
E-mail: onsiteftlornicrobICS.0001 •www biomicrobics.com •800-753-FAST(3278)
July 29,2024
Jim Hunter
Jim Hunter&Associates
2201 93rd Ave SW
Olympia,WA 98512
RE: Wastewater Treatment System for Fjord Oyster Restaurant
Dear Jim,
We have reviewed proposal details for a wastewater treatment system serving an oyster bar restaurant with
a peak design flow of 550 GPD and design influent BOD concentration of 800 mg/L. The resultant BOD
load is 3.67 lbs/day.
The following treatment system configuration is expected to perform with up to 6 lbs/day of BOD,
exceeding the minimum capacity required for the design basis of this system. The system should be capable
of meeting WA DOH Treatment Level E criteria:
1. Grease trap receiving drainage from kitchen fixtures
2. Primary septic tank/compartment with 1,000 gallon capacity
3. One MicroFAST 3.0 treatment unit in a 3,000 gallon tank
4. Pump tank to the disposal field
Performance requirements may not be met with different design conditions than what is stated above.
Other wastewater characteristics such as alkalinity and pH may impact the intended performance of the
treatment system. Toxic wastewater conditions may inhibit the performance of the treatment system.
Caution should be taken with respect to use or improper disposal of household and commercial chemicals,
detergents,and medications.
Please contact me if you have any questions.Thank you for providing the opportunity to propose our
equipment.
Regards,
Joe Rebori
Assistant Vice President
Inquiries,Engineering, &Regulatory
BioMicrobics,Inc.
Am Teed Inc. Yrofessiona/
11600 NE 126M Place Suite C AINWEST Analytical
lQd and,WA • • o e a r e e l • s Sen kcea
(425)B85-16(4
w Ardrestlab.mm
May 31,2021
Tod Johnson
2635 Parkni Lane SW,Suite A
Olympia,VIA 98502
Project Vaywrd tabpdatory(ENV)
Project Number: Plard Oyster Bank (V240509-3)
Project Manager: Tod Johnson
RE: Vanguard Laboratory(ENV)
errmsea are the results of anatyses for samples recehad by our laboratory,on 5/10/2024.
Please feel flee to cacti me wi d any gdedons or mnsiderabons reJmdirg this report.
5rcerely,
S
Seth Farb For Aaron Young V
President
Am Test Ieb. Pmfessionaf
13600 NE 126M Place Suite C Aaa"oai
.'FlKland,WA c A T o n e s Services
(425)885-1664
w w.amteseab.mm ANALYSIS REPORT Date Received:05/10/24
Vaog.ard laberatary Date Reported:05/31/24
2635 Padmont lane SW,Suite A
Dlympia,WA 98502
Attention: Too Johnson
Project Name: Vangui 0itomtory(ENV)
Pmjw Y: Fjonj Oyster Bank (V240509-3)
Al results reported an an as ncewal basis.
Reported SampleS
IaN ID Sample Matrix Qualplem Date Sampled Date Receivatl
A24E0220-Ot With, Water 05/09/2024 05/10/2024
A24E022"2 KYaMm Water 05/09/2024 05/10/2024
TlrewMm6NMerywrypymrM smMVA'sl aaary mmaawaawe"M me Avn WanONYdawircnG Page 2 of 12
/a GryWafiP'�w`tltls9 TkaRaw.J uB'nbnNNY
Am Test D2 Professipra/
13600 NE 126ih Was Suite CI Analytical
Kirkland,WA • s e p • T e p • • Selice5
(425)88SI664
www.amtesdabsom ANALYSIS REPORT Date Received:0s/1o/N
Vanguard Laboratory Data Reported:05/31/24
2635 Padonort Lays,SW,SuRe A
Olympia,WA 98502
Arend= TON Johnson
Project Name: VaNuaN Labocebry(ENV)
Pi N: Fjord Oyster Bank (V240509-3)
All results reported on an as received basis.
AMTEST Identification Number:A24EO22O-01
Client Identification:Septic
Sampling Date:05/09/24 09:20
Biochemical Oxygen Demand
PARAMETER RESULT UNITS Q D.L. METHOD;. ANALYST DATE
Biological Oxygen Demand 260 2 SMUM2011_ 11 01,1012)P4
Conventional Chemistry Parameters by APHA/EPA Methods
PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE
Oil&Gredm ND m9/L U 5.00 EPA 1664l 1, 05/31/2024
TPH-Polar C ^g/L U EPA]fi6M_11999 nv 0513UMN
TM-Non Polar 0 orl U EPA 3664111_1993 0 O5/31J2024
Nitrate+NiMte o,02 m9/L 0.02 EPA 353.22_1993 1T 05/N/20N
Total Kjcio lNitrogen 115 mg/L 015 EPA 351.1_2_1993 UP OS/28/20N
Total Suspended Solids 27.0 mg/_ 1.00 SM 2540 0 _ UN 05/17/2024
AMTEST Identifi®tion Number:A2,4EO22O-02
Client Identification:Kitchen
Sampling Date: 05/09/2409:20
Biochemical Oxygen Demand
PARAMETER RESULT UNITS Q O.L. METHOD ANALYST DATE
Coll Oxygen Demand 210 mr;4 ] SM 5210o mf. rw of/m/m24
Conventional Chemistry Parameters by APHA/EPA Methods
PARAMETER RESULT UNITS Q D.L. METHOD _?y �NlLLYST -DATE.+
Oil&Grease 9.00 00 EPA 1664A 11999 HV 05/31/2024
TPH-Polar 900 mgl- EPA 16641L119% Hy OWE.12024
TPEl Polar 6 mg/L U EPA 1664AJ 1999 Hv 05/319024
Nitrate+Nitrite 0.02 mi 0.02 EPA 353.2_2_1993 1F O5124I2024
Tornl KJeldahl Nitrogen 18.6 PAWL D25 EPAMI.2-�-1993 V 05/2&2024
Total Suspended Solids sa.o mgA LAO SM 2540 D LW 05/12/2024
me mnren¢dmn rzrvrta�rvLro mesampk(9 aroM�m eamlmrce soh the mamdMmwnt Page 3 or 12
rtb NN'm(im Wtlns rep rruaPoxnf,aap'nrb nNeN
Am Test lbo Professional
13600NE II6th Nam SuiteC AWESI
( 25) Analytical
Kirkland,WA $erv%[ES
925)885-1669 L • • o a • r e • r • e
eww.amtes0ab.mm ANALYSIS REPORT Date Received:05/10/24
Vanguard laboratary Data Reported:05/31/24
2635 Parkmont lane SW,Suite A
Olympia,WA 98502
Attention: TM Johnson
Project Name: Vanguardtaborstary(ENV)
Project x: Ford Oyster Bat, (V240509-3)
All results reported on an as received basis.
Quality Control
Biochemical Oxygen Demand
r R porting - Spike Source °/DREG RPD
AMlyt! Result Quail Limit U Ib Level Result -k REC Limits RVD Limit
Batch: SSE0251-NO Prep-WanChem
Calibration Stank(BBEO251-CCB3) Prepared&Anaybed:05/10/24
R'nkyiail 0iNgm Demand 0 U mwl.
DupBata(BBE0251-MPL) Source:A24E021141 Prepared&Ametszed:05/10/24
&obglml oxygen Demand 13 2 "AL 13 0 M
Quality Control
Conventional Chemistry Parameters by APRA/EPA Methods
Reporting Spike Somte %REC RPD
Analyte Result Qua[ Limit units _ LevI Rauk %REC Unna's RPD Limit
Batch: BEE0273-NO Prep-WetChem
Calibration Blank(BBE0273-CCB3) Prepared:05/16/24 Analysed:05117/24
Total Suspended Stalks D U mg/L
Calibration Blank(BBE0273-CCB1O) Prepared:05/16/24 Analysed:05/17/24
Total Suspended SMMe 0 U mg/L
Calibration Blank,(BBE0273-CCB11) Prepared:05/16/24 Am":05/17/24
Tom SUspende0 sobb, I40 m91L
Calibration Blank(BBEOD3{C013) Prepared:05/16/24 Mallard:05/17/24
Total Suspcaad Solids 0 u RVA
Calibration Blank(BBE0273 14) Previ 05/16/24 Analyced:05/17/24
Total Suspended Sold, 2.00 mgA
Calibration Wank(BBE0273-CC62) Prepared:05/16/24 Analysed:05/17/24
Tonal Suspended Sdds 0 U "IL
Calibration Blank(BBE02nLCCB3) Prepared:05/16/24 Analysed:05/17/24
Total Suspended Wads 0 u mg/L
Calibration Blank(BBE0273-)C84) Prepared:05/1624 Ana":05/17/24
TNzl Suspended So& 0 U mg/L
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1.re `ila`usst ercyrkn su+en
Am T4et InL Professional
13600 NE 126m Place Suite C T Analytical
Kiddy d,WA L A A T R R r a Services
4(425)885.166 E
e ve.a ble9lab.ca, ANALYSIS REPORT Date Received:05/ID/24
w a,mard laboratory Date Reported:05/31/24
2635 parkment lane SW,Sulte A
Dlyarpla,WA 98502
Attention: Tel 3ahnaon
Project Name: Vanip and(abMWIf(ENV)
Project S: Fjad oyster Bank (V240509-3)
All results reported on an as received basis.
Quality Control
(Continued)
Conventional Chemistry Parameters by APHA/EPA Methods (Continued)
Reportm, Spike Saur2 %REC RM
Ma RYWt QMI Unat tlUnlu - Level., Result 'bREC I1mRa RM Llmk
Batch: BBE0273-No Prep-WetChem (C.Unued)
Calibration Blank(BBE0273- 115) Prepared:05/16/24 Analyzed:U5/17/24
Teal Suspended Sdrds 0 U mg8.
Calibration Blank(BBE0273-CCB6) Prepared:05/16/24 Analyzed:05/1724
Toad Sne ailed Said, 0 U nglL
Calibration Blank(BBE0273-CC87) prepared:05/16/24 Anavaed:05/17/24
Tonal Suspe ds!Shcds 0 U aq/L
Calibration Blank(BBE0273{018) Prepared:05/1624 Analyzed:05/17/24
local Supended 5dhs 3.00 m9/L
Calibration Blank(BBE0273-CCB9) Prepared:05/16/24 Ann":05/17/24
Tool Arspaded Sdids 0 U mWIL
Calibration Cherk(BBE0273{ 1) Prepared:D5/16/24 Analyzed:05/17/24
Total Sleperded sands 90.0 1.00 mg/L 85-115
Callbration Check(BBE0273-CCV10) prepared:05/16/24 Anahaed:05/1724
Teen SuspadM Wads 89A 1.00 m9/L aSllS
Calibratlon Check(116 0273-CCVI1) Prepaed:05/1624 Analysed:05/17/24
Teal Sencene lslide %A Im mg/L 85-115
Wlbrati0n Check(BBE02"-Ccli 2) Prepared:05/1624 Amlyxd:OW17/24
Talnl Se paced said, ".a LEO mall 85-115
Gliteratbn Check(011 0273d V2) Prepared:05/16/24 Analyzed:M/17/24
Total Suspended Selds WA 1.00 MA a5,115
Calibration Check(BBE0273-CCV3) Prepared:05/16/24 Analyzei:05/1724
T001 sentenced Sees 77A Led m9/L 85.115
Calibratum Mack(116 0273.4=4) Prepared:05/16/24 Analysed:05/17/24
Taal Seseaded Shcds 91.0 1.W mg/L 85-115
Ca116ratioa Check(59E0273{ 5) prepand:05/16/24 Anadhae :05/17/24
Total Suspended Seids 109 IM neat 84115
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Am Tat Iris P ofess/ona/
13600 NE 126t,place Suite C � Ana/Ytica/
Rllkhnd,WA L e e o a • T o a i • a 5'ervices
(425)885-1664
.amostlab.can ANALYSIS REPORT Date Received:05/10/24
Vanguard bboril Date Reported:05/31/24
2635 Parbront Lane SW,SuBe A
Olympla,WA 98502
Animal Tod lohrlson
pm7e2 Name: Vanguard Laboramry(EN✓)
pmlact R: Fjord Oyster Bank (V240509-3)
All results reported on an as received basis.
Quality Control
(Continued)
Conventional Chemistry ParaMeteMby APRA/EPA Methods (Continued)
0.eportin9 Spike Source %0.EC 0.pD
A 11te Real Qu•I Lane units Level Result %N REC Until PPD Limit
Batch: BBE0273-No prep-WetChem (Cmrtlauall
Calibration Chei(BBE0273{CV6) Prepared:05/16/24 ArelWed:05/17/24
Total Suspeded sake 91A 1.00 mg/L 115-115
Calibration Che&(BBE0273-CM) Prepared:OS/16/24 Melyted:05/17/24
Total Suspended Solids 93A 1.00 m94 (S-115
Calibration Ch.k(BBE0273-CCVB) Prepared:05/16/24 A31alyeak 05/17/24
Tool Suepa ced Solids 82A Lou mg/L 85115
Calibration ChedL(BBE0273-CCV9) Prepared:05/16/24 Aoatyud:05/17/24
Taal 9spma id Said, 92A 1.00 m9/t 85115
Dupliate(BBE0273-DUPI) Source:A24E0110-09 prepped:05/16/24 Nnatned:05/1724
Total Suspended Saki, 4A0 1.00 m9/1. 1.00 12D 45
Duplicate(BBE027347UP12) Source:AME0197.04 prepared:05/16/24 Arelwed:05/1724
Thal Sopaded Solids 8.00 IN mg/L 5.00 46 45
Duplicate(BBE0273-DUP13) Source:A24E0221-03 Prepared:05/1624 Arely2ed:05/17/24
Total Suspected saki, ND u 1.00 ov/L 2.00 45
Duplicate(BBE0273-DUP14) Source:AME0222-04 prepared:05/16124 Makted:05/17/24
Total Suryerded Sub& ND u IN ny/L ND 45
Duplirate(BBE0Nil-DUP2) Source:A24E0US-07 Prepared:05/16/24 Analyied:05/17/24
Tonal Suspended Saudis ND U 1.00 mg/L ND 45
Duplicate(BBE0273-DUP4) Source:A24180148-01 Prepared:05/16/24 Arelyad:0511724
Tood sapanded Saki, 3A0 1.00 max 2.01 40 M
Duplirate(BBE0273A11PS) Source:A24E026941 Prepared:05/16/24 Alulyled:05/17/24
Tool Suspended s it& 2A0 1.00 -9A 4A0 67 45
Duplirate(BBE0273-DUPE) Source:A24E030i Prepared:OS/1624 Arehzed:05/17/24
Tool selected Solids 5.00 1A0 m9A 7.00 33 45
DupBnte(BBE0273-DUP]) Source:AME0308.06 prepared:05/16/24 Arely2ad:05/17/24
Trial Suspended Solids IN I.W m911 2.00 40 45
menmrew arwsmam,taepyro tlrcaiNY+)+a+Inalromwmmx wlM xK enwrNaWMrdnxnem Pa 6c112
Iro✓nva m+vft avet.abro evernxs aaccN
Am Test fne Pwtatavonay
13600 NE 126th Nam Suite C ANWEST Anafyfnnaf
MMand,WA Services
(425)895.1661 L w e isa • R o R E s
www.amte d.b.wm ANALYSIS REPORT
Date Received:05/10/24
Vanguard bbpramry Date Reported:05/31/24
2635 Parkmont lane 5W,Suite A
Olympia,WA 98502
Akendon: TM known
Prgea Name: Vanguard laboratory(ENV)
Pmject a: Fjord gofer Bank (V2QSN-3)
All results reported on an as received basis,
Quality Control
(Continued)
Conventional Chemistry Parameters by APHA/EPA Methods (Continued)
Repenting mSpike source ^/.REC RPo
Analyte tttldt Qual that UNb Level Rook %REC LImIK BPD Limn ,
Batch: BOE0273-No Prep-WetChent (Coatlnrled)
Duplicate(BBE0273 101) Source:AME0316-06 Prepared:05/16124A Wed:0511724
Total Sapedkkl SNee IN 1.00 m0/L 1.00 0 45
Batch: BBE0382-No Prep-WetChem
Blank(BBEU382-BL0.1) Prepared&MaWail:05/24/24
Nleate.Nlblre NO D 042 mg/-
Wank(BBE0382-BLU) Prepared&MaWW:05/24/M
Napate+N" NO u 0.02 -IWL
Blank(BBE0982-BL83) Prepared&Ma"W:05/24/24
Name Mine ND u OAO MR.
Blank(88E0382-131-1(4) Prepared&Malped:05/24/24
Initiate+NipRe NO U 0.02 aVA
LCS(BBE0382-351) Prepared IS Analyzed:05/24/24
Moab,+Nitrite OA6 0.02 -VA DSNO 91 9 110
La(BBE0382-852) Prepared&Malyzed:05/24/24
Nitrate+llnde 030 0.02 m9IL O.SNO 100 9D110
LCS(BBED382-B53) Prepared&Mal ned:05/24/24
M..+None 0.51 0.02 m0/L O.SLW 102 9DI10
LCS(BBE0381-BS4) Prepared&Maly2ed:05/24/24
Nloate.Mike 0.49 ON mglL 0.5000 N 90110
Calibration Blank(BBE0382CCBI) Prepared&Malyzed:05/24/24
Nkrate+Nimte 0001 moll
Calibration Blank(BBE0382.CCB2) Prepared&MaWed:0/24/24
Nitrate.Nutt OA01 m911
Calib.don Blank(BBE0382CCB3) PrepBEd&Malga,!:05/24/24
NNam+Norte OM3 m9A
Callbration Blank(BBE0382CC54) Prepared&Analyzed:05/24/24
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ro auxam,�rmm�raanawa�rnm ndtly Page 7 N 12
Are Teft Irc. Profession./
13WO NE 126th N.Suite C ANFESI Analytical
IOrldand,WA L • B o B a a e R r R e Services
(425)885-1&A
www.arnix,sab.mm ANALYSIS REPORT Date Received:05/10/24
Vanguard Laboratory Date Reported:05/31/24
2635 Parkmont lane SN,SURe A
Olympia,WA %502
Attention: Tod Johnson
Project Name: Vanguard labaamry(ENV)
PmjeR%: Fj0rtl Oyster Bank (V240509-3)
Al results reported on an as received basis.
Quality Control
(Continued)
Conventional Chemistry Parameters by APHA/EPA Methods (Continued)
keM pong spixc s cc °/°REC RPO
1 n..'°..r- _ . Y Result Qual Ilmk BnNf Level Resuk °/°REC Limltz RPO Limn
111Batch:
�.B!!'B..E00��3�382-No Prep-WetChem (Continued)
Calibration Blank(OBE0382-MM) Prepared&MaWad:0512424
NNate a Ndae 041 mg/L
Calibration Blank(BBE0382.CCB5) Prepared&Malyred:052424
N tn,te+Nlaite 0A03 -91L
Calibration Bank(BBE0382-CCB6) Prepred&Malyred:0524/24
Nitate+NNte 0M8 m9/L
Calibration Blank(BBE0382-CC82) Prepared&Ane0aed:0524/24
earn,+NRdte 0.0005 m9h
Calibration Blank(BBE0382iCB8) Prepared&Malyred:05/24/24
NNate+Nibde 0.002 tylL
calibration Check(BBE0383<CV1) Prepared&MaVred:05/24/24
Nitrate+Nitrite 0.98 0.02 m91L 1A % 85-115
Calibration Ched(BBE03824CV2) Prepared&Malyred:05/24/24
Nitrate+N. "M 0.02 aVA I" % wits
Calibration Cheek(BBE0382{ ) Prepared&MaWed:OSIM124
Nitrate+NlVde 0.96 OA2 m9A 1." % BS115
Calibratlon Check(BBE0382-CCV4) prepared!&Malted:05IM/24
Nitrate+Nitrite 0.95 0.02 agrL IA00 95 8s115
calibration Check(BBE0382-CCV5) Prepared&Malyred:0524/24
Nitrate+NR,ta 0.95 0.02 mg/L IA% 95 86-115
Calibration Check(9BE0383-COVE) Prepared&Amlyred:05/24/24
Nano,+NR1e 035 on "It 1.0% 95 sells
Calibration Check(BBE0382-CCV2) Prepared&MaWed:0512424
Nitrate+Nitrite 0." 0A2 m911L 1.W0 % 85115
Calibration Cluck(BBE0382-CM) Prepared&Analysed:05/2424
Nitate+NftHe 0.% 0.02 ng1L I= 96 wits
)Iremn[aJidMx mpv[apkyro Mzsamp'a's)a,uryrolro amrrbrce»M the duvrd<wnWdvmen[ pages o(12
m Walaa�NMs,vpMtra[bxM,ex[®tinNnfbwy
Am YeM Inc- AYo/essfonal
13W0 NE 126M Place Suite C AWEST MflyhWif
a1dard,WA SCIPICe9
(425)B85-1669 L a • o e a x o • r • a
.amtestlab.mm ANALYSIS REPORT Date RaeNvad:05/10/24
V•n9wM labaratary Date Reported:05/31/24
2635 Parkmont lane SW,Suite A
Olympia,WA 98502
Attention: Tod Johnson
Pro)en Name: Vanguand Laboramry(ENV)
PmJed 3: F)ord Oydor Bank (V240509-3)
AB results reported on an as received basis.
Quality Control
(Continued)
Conventional Chemistry Parameters by APHA/EPA Methods (continued)
RepoNng Spike source 9YlEC 0.M
Anal Re-suit @MI Limit Units - level ReERB %REC lknita RPO limit
Batch, BBE0382-NO Prep-WetChem (Cordlnued)
Duplbte(BBE0382-DUPI) Source:A24E0221-08 PreWretl&Mahzed:05124124
Nitrate♦NJnt. 024 0.02 myL am 2 15
Duplicace(BBE0382-DUP2) Source:AME0M-01 Prepared&Anal ax:D5/24/24
Niaace t N"V 1.80 a" m1/L 1.70 6 IS
Duplicate,(BBE0381-OUP3) source:A24E02940. PrewBd&Mal,ed;05/24/24
Minot,.Mtrne 132 D.02 m9A 1.32 0.07 Is
Dupliate(BRE0382-DUP4) Saude:AME0307-06 Prepend&Analyzed:05/24/24
Nitrate♦Mine 0A7 0.02 m9/1 0.07 03 19
Dupli W(BBE0382-OUPS) Source:AUE0308-08 Prepared&MMymd:05/24/24
Nitrate a Nmte ND U 0.02 m9/L ND 15
Dupliorte(BBE0332-DUP6) Saurce:A24E0325-03 Prepared&Arviaed:05/24/24
Nano,t Name ND U 0.02 m9IL ND 15
Duplimte(BEE0382-DUP]) Source:A24E032 13 Prepared&MMy2e4:05/24/24
Nance+Nmae 0.43 0.02 max D.43 0.3 15
Matrix Spike(BBE0382-MSI) Source:AME0E14M Prepared&Anaty2ed:DS/24/M
Nitrate f NNtte 1.W 0.02 men. LAW am 93 81.5-112
Matrix Spike(BBE0382-MS2) Source:A24E0258-e1 Prepared&Analtted:05/24/m
Nlamet Nitim 2.20 0.02 mph LOW 1.20 1W 82.W12
Matrix Spike(BBE0382-MS3) Source:A24E0294-03 Prepared&Mahood:05/24/24
nZue r NNtte 2M 0.02 min INN 1.37 96 8I.6,112
Matrix Spike(BBE0382-MS4) Source:AMM307-06 Prepared&arwaded:05/24/24
Mines,♦NNae 1.02 0.02 a,/1 1.000 0.02 95 67.6-112
Matrix Spike(BBE0382-MSS) Source:A24E0308-08 Prepared&Melyred:05/24/24
Neale a Nine 0.92 042 mg/L LAW ND 92 82.E112
Matrix Spike(138E0382-1,156) Source:A24E0328-03 Prepared&Analyzed:05/24/24
Nitrate♦Nlbee 0.96 D.02 m9/1. 1.W0 No 95 82.6-112
me m.Nv4s waur raH ro ae 1 amYrae i^anrw�wm ar m+n wNarov eoo.m.+v.
nn 4pbiM a`uus9vrusaaxft oRxn.b mnraN Page 9 or 1Z
Am Test Ihr- Professional
13600 NE 126th Place Suite C Analytical
10ddand,WA Services
(425)885-1664 L A • o • A U o • r e a
www.a ntesdab.mm ANALYSIS REPORT Date Received;05/10/24
Vanguard laboratory Date Reported:05/31/24
2635 PaI<m0nt lane SW,Sul A
Olympia,WA 98WZ
Attention: TM Johnson
Project Name: Valquard laborabry(ENV)
Project e: Fjord Oyster Bank (V240509-3)
All resul6 reanaed On an as receivec basis.
Quality Control
(Continued)
Conventional Chemistry Parameters by APHA/EPA Methods (Continnnd)
Reporting Spike^ sou. %REC RPD
pro a R.k Qual Limit units Level Rome %RUC l "a 1JMt
Batch: 88E0382-No Prep-Wet[hem (Continued)
Matrix Spike(BBE0382-MS7) Source:A24E0325-13 Prepared&Analyzed:OS/29/24
Nitrate a Name 1.38 0.02 m9/L 1.000 143 96 81.6112
Batch: BBE0405-No Prep-WetChem
Blank(BBE0405-Ill Prepared:05/2424 Al OS/2QI24
Tool gal all ND u 0] mg/L
Wank(BBE040S-BLk2) Prep ead:0524/24 Amlyzed:05/28/24
Total Nell Moose NO u l molt
l(BBE0405.11 l) Prepared:05/24/24 Analyzed:OS/28/24
Total Kiel Nho9en 0.42 025 n19/L 0.50m 94 al
LC5(BBE0405-152) Prepared:0524124 Anatyzed:05/20/24
Total gddahl Nlatgm 0.48 0.25 mga 0.5000 92 85-115
Calibration Wank(BBE040S-CCa1) Prepared:05/24/24 Anal 05/28/24
Tool Kddahl Nil 0.02 nr9IL
calibration Blank(BBE0405-CC82) Prepared:05/24/24 Analyzed:05/28/24
Total Kell l 0.01 mg/L
Calibration Wank(BBE0405-CCB3) Prepared:05/24/24 )rolyzai:05/28/24
Tool K)Ndahl Nitrogen 4.OXHI u mpA
Calibration Blank(BBE0405-CC04) Prepared:05/24/24 A.":05/28/24
Total K)ddm1 NuMor alga .191L
Calibration Chetll(BBE0405-CCV1) Prepared:05/24/24 Mzlyzed:05/2824
Total ptldaM1l Narogan 0.97 015 al 1.000 92 85.115
Calibration Chedl(BBE0405{CV2) Prepared:05/24/24 AnNy+ed:0528/24
Total Kjddahl Nitrogen a." 015 m9/L 1.0m 99 85-115
calibration Check(a8E0405-CND) Prepared:05/24/24 Analyzed:052WZ4
Trial pNdahl Nitrogen 0.97 015 mall 1.Om 92 85-115
calibration Check(BBE0405-CCV4) Prepared:05/24/24 Anal 05/28/24
fie¢vrhnWtlormmtgyroYre sa+Ml+l aiwAmalinaanri.M Me oknwnrsmdr LN.mml. Page 10 or 12
Ib ounea.[FINSM r6aMro{e NMRf MNe[Y.
Am year fnc Professions/
larch NE 126M PWce Suite C �� Ana/xe,
Niddantl,WA • • o a • a o a r a a Services
(925)805-1669 L
waW.amtesdab.oan ANALYSIS REPORT Data Received:05/10/24
Vanguard laboratory Date Reported:05/31/24
2635 Parkmont lane SW,Suite A
Oympia,WA 98502
Attention: TOd lohnson
Project Name: Vanguard laboratory(ENV)
Project F: PJard Oyster Dank (V240509-3)
At resui s reported on an as received basis.
Quality Control
(continued)
Conventional Chemistry Parameters by APHA/EPA Methods (Continued)
Reporting Spike Source %REC RIND
Rerun Qual Llmlt Unlb Level Resuk %FtBC Wnlb RPn Limp
Batch: BBE0405-No Prep-WetChem (Continued)
Calibration Chaels(8BE0405.CCV4) Prepared:05/24/24 Adaly ad:05/28/24
renal Kjddahl Nloogen 0.91 0.25 ngA 1.000 92 BS115
Duplicate,(BSE0405-DUPI) Source:A24E0267-01 Prepared:05/24/24 AnalyaM:OS/28/24
ToOl Kjddahl Nbogen 2.31 0.25 m911. 2.31 U3 25
Duplidate(BBE0405-DUP2) Source:A24MUS-M Prepared:05/24/24 Anaiyead:05/28/24
Total KJeWhl NNtgen 2.45 0.25 m9A 156 3 25
DUMrmte(BBE04o5-DUP3) Source:AME0319-06 Prepared:05/24/24 Amymtl:05/28/24
Total Kjddahl 111tro9en 0.42 0.25 ngh 0.41 3 25
DVMicate(BSE0405-DUN) Sourea:A24E0325-05 Prepared:05/24/24 Anayaad:05/28/24
Total Vdakl Nitrogen 0.90 025 m9A 0.39 4 25
Matrix Spike(BBE0405-1451) Source:A 1190262-01 Prepared:05/24124 AnalY2 d:05/28/24
Total DOdahl Nitrogen 4.13 0.25 mg/L 2.000 2.31 96 IiNUO
Matrix Spike(BBE0405-M52) Scarce:A24E0288A4 Prepared:05/24/24 Analyzed:05/28/24
real geldaM Nkmwen 4.W am oax 2.000 139 IN 9Y320
Matrix Spike(BBE0405-M53) Source:A24E0319-06 Prepared:05/24/24 Analyzed:05/28/24
Taal ejeldahl Wren 2.40 0.25 mgA 2A00 0.41 Im W-120
Matrix Spike(BBE0405-MS4) Source:A24E0325-05 Prepared:05/24/24 ArMlyaad:05/28/24
TNaI Kjddahl Mnatee 234 0.25 m9/1- 2000 0.39 98 8 in
Notes and Definitions
Item Definition
U The oanpound was aoaysed for but was do,detMed(Nondete¢)al or above Me MRLJMDL.
Dry Sample result,nepor ed on a dry waght basis.
ND Anayte NOT DETECrED at or above the reporting Unit.
RPD Rehtive Percent Difference
%REC Percent Recovery
Source Sample Mat was maMx spiketl or duplicated.
1
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j
EST Ami Chain of Custody Record A21 i F0/-'1� %
11600 WC 126"PL,Suite{, KLWand,WA 98034
. . u a o ... . a n T.r pry(42B)885-1661 Fx.(425)820-e245
www.amtesdab.com 5000
Chain of Aistady No,
Client Name &Address: i Invoice To:
,.� Vanguard Laboratory i
2635 Parkmont Lane SW Suite i SHME
Olympia WA 98502
Contact Person: Teri Johnson i Invoice Contact: ".
Phone No: i p0 Number:
360-967-7010 I -
Fax No: I Invoice Ph/Fax: —� ---
Emall: tors@vanguardlaboratory.com Invoce E-mafl "
Report Delivery: (Choose ply) Data posted to online account: YES NO
Mail .I Fax / Emall / Posted Dnllne I Web Login TDi
Special Instructions:
Re Rush must be pre-approved by lab)
Standant RUSH 5 Da 3 Oa ( 48 HR . 74 HR Temperature upon Receipt.
Pr eat aipe; Analysis Requested
F ord O ster Bank r..
Project Number; x
V240509 3 n E n
c z V
AmTest ID Client to
(35 cherarlers ma.) z
a
;✓ Septic 519124 9:20 Ml 4
G7 Kitchen' ` 519/24 9:20 WVVJ 4 14 )('
i
i
Retlnqulsned By' Datte Time R.Iiived By. pate ,' Time
at
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