HomeMy WebLinkAboutSWG2026-00184 - SWG Application / Design - 6/15/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,WA 98584
• SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Tank Only Permit: SWG2026-00185
APPLICANT Hunter,Adam Phone: 360 753-1226
Address: 2201 93rd Ave SW Olympia, WA 98512
OWNER HITE ET UX DANIEL Phone:
Address: DAWNA TRACHT GRAPEVIEW, WA 98546
SEPTIC INSTALLER BRANDON THOMPSON* Phone: 360-866-9200
Address: 2103 HARRISON AVE NW STE 2774 OLYMPIA, WA 98502
Site Address: 4030 E MASON LAKE DR WEST
Primary Parcel Number: 221055100007
Permit Description: HIGH WASTE STRENGTH DUE TO GRINDER PUMP, NEW SEPTIC
TANK AND FAST 0.75 TO HELP REDUCE STRENGTH.
Permit Submitted Date: 06/15/2026
Permit Issued Date: 06/17/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $275.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/17/2027 (based on date of inspection)
Type of Work OSS Repair
Components being Replaced: Septic Tank Only
Surfacing Sewage? No Existing Failure? No
Shoreline? Yes Horizontal Setbacks Met? Yes
Number of Bedrooms: 2 Drinking Water Source: Private Well/Spring.
Additional Details: MicroFast 0.75
Permit Conditions:
2 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
5 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
4 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
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.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
O MASON COUNTY DATE RECEIVED: I�O N
wCOMMUNITY SERVICES AMDUNTRECENED: RECEwNE,DBY:
Public Health(Community Health/Environmental Health) ONLL\v v N
360-427-9670,ext.400 or 360-275-4467,ext.400
415 N.6th Street.Shelton,WA 98584 _ O� �� 0 �O
.J Z Cn
ON-SITE SEWAGE TANK ONLY APPLICATION
APPLICANT �-______ PHONE m M
DANIEL HITE rw"�--� 2067780665 z
MAILING ADDRESS-STREET,CITY,STATE,ZIP COI El
4030 E MASON LAKE DR W 3RAPEVIEW WA 98546 m
SITE ADDRESS-STREET,CITY,ZIP CODE - °
4030 E MASON LAKE DR W RAPEVIEW 98546 N)
NAME OF DESIGNER PHONE IV
ADAM HUNTER 3607531226
NAME OF INSTALLER -_� PHONE
D
BAYSHORE CONSTRUCTION 3608669200 ≤ I N O
TYPE OF WORK(select one) DRINKING WATER SOURCE
®NEW CONSTRUCTION/UPGRADES OREPAIR/REPLACEMENT • PRIVATE INDIVIDUAL WELL 0 PRIVATE TWO-PARTY WELL Z O1
COMPONENT(S)TO BE REPLACED/INSTALLED PUBLIC WATER SYSTEM
❑ SEPTIC TANK ❑ PUMP TANK ❑RV HOLDING TANK BEDROOMS LOT SIZE (,j1
E OTHER FAST 0.75 AND SEPTIC TANK 2 0.33
IA I
OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST r
O
❑ SURFACING SEWAGE ❑EXISTING FAILURE ❑SHORELINE I 100FT+PUBLIC/COMMUNITY WELLS
SUBMITTALS I 50FT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS
I3 PLOT PLAN(REQUIRED) 0 TANK CROSS SECTION(REQUIRED) I 10FT+DRINKING WATER SUPPLY LINES I O
❑ PUMP DETAILS(IF APPLICABLE) ❑ WAIVER(S)(IF APPLICABLE) ti 5FT+PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS
PLOT PLAN CHECKLIST I I=
0 PROPERTY LINES AND EASEMENTS [ EXISTING/PROPOSED STRUCTURES 0 EXISTING/PROPOSED OSS COMPONENTS AND LINES
I1 WELLS WITHIN 100FT Ii WATER SUPPLY LINES II DRIVEWAYS/PARKING Ei SURFACE WATERS,STREAMS,RIVERS,ETC... I O
I DIRECTION OF SLOPE/CONTOURS C3 PERIMETER/CURTAIN DRAINS ❑ NORTH ARROW 0 SCALE BAR
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
MASON LAKE DR TO SITE ON THE LAKE SIDE (ON THE WEST SIDE OF THE LAKE)
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
COMMENTS/CONDITIONS
U )- LS V7S o 4Oiw1 IIIY"
SEWAGE TANKS MUST BE LISTED UNDER DOH"LIST OF REGISTERED SEWAGE TANKS".TANKS MUST MEET CURRENT MINIMUM SIZE REQUIREMENTS,EQUIPPED WITH RISERS
AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE
(Ililz'
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
1O EXISTING 2 DORM RES NOTES:
• RISERS TO SURFACE REQUIRED OVERALL TANK LIDS
SCALE.1"=30FT MASON LAKE DR 2O EXISTNGWELL • TANKS TO BE ON STATE APPROVED LIST
ADDING FAST UNITS TO HELP THE GRAINFIELD AND SEPTIC SYSTEM KEEP UP
�
1v 1' EXISTING DRIVE ADDING EA
AGEFLOWSANDSTRENGTII
O 2 COMP SEPTIC TANK IN FRONT OF THE FAST TO HELP WITH TSS
I 91 80.4 4O EXISTING STUBOUT I CLEANOUT DUE TO THE GRINDER PUMP BY THE HOUSE
,I� I EXISTING PUMP BASIN
/I I O EXISTING SEPTIC TANK(REMOVE AND REPLACE WITH MICROFAST 0.75 ATU TANK)
Y6 O PROPOSED 15GGGAL SEPTIC TANK(PRECEDING THE FAST TANK)
EXISTING PUMP CHAMBER
/ O EXISTING FO RCEMAIN I VALVE BOX AND GRAINFIELD
/ O
/ ] 3 O �iorr.,°w.M NQeert wwe n viw4 C
/ 10 E%ISTING RETAINING WALLS � ��
DRIP RIA II 0 vxlinn�srt n
I I 10 x arsmvnx P a N �^ry) 3F
EXISTING 2•FORCEMAIN Dn+�w',I F*�•-�4 yt9 I��' I
ADD 4'FLOW REDUCER W ITHIN SFT OF NEW SEPTIC TANK ism '
r" SlOIION A•A <Y�wEv) NOTES:
1 rUn1AW
�a„yer - CaWtNw41u1xw,mH ryq
I [eurneex,
2 \ t ++ H tI :
I v ti_f
214.1 — �
F
4
CONTOUR LINES PER GEODATA,REFER TO APPLICATION FOR PROPERTY
5 - ACREAGE.NAVD88 ELEVATION IS UNKOWN
THIS IS NOT A SURVEY:
site featat ures,topography,elevations and benchmarks are based on assumed datum
provided by the owner and county planning records end are Intended only for the review
and construction of the proposed septic system design.Hunter Septic Design
recommends that a licensed professional land surveyor always be used to set corners,
n establish lot lines.determine elevations and topography and/or provide a legal site plan.
1 JUN 17 2026
^O � A fee maybe charged for final inspection and record drawings
r AS N COUNTYENORON�{ENTAL HEALTH '1-Ar REVISION LOG:
2 +�. 1 VERSION-DATE
RETI , µ:,.E1
t.».v
MASON LAKE DR TO SITE ON THE RIGHT AS YOU GO NORTHEAST HUNTER SEPTIC DESIGN DESIGNER:
AROUND THE WEST SIDE OF THE LAKE ADAM HUNTER
2201 93rd Ave SW I Olympia,WA 98507
___—______ _ _ 360-890-2778/edam hunterse ticdesi n.com SITE ADDRESS:
/ DANIEL RITE
SEPTIC SYSTEM DESIGN FOR: 4030 E MASON LAKE DR
MASON LAKE
SITE LEGAL:
MADINGS SUNNY SHORE TR7
rOELNUMIER SITEI PERMIT k: PAGE:
055100007 IOF1
REVISIONS
REV. DESCRIPTION I DATE
E RELEASED TO CURRENT 6/24/2022
0p4
® a�p� e
ts
ap O p L"c ,o
op
cJ�
noG ✓�
MicroFASTO 0.75 WITH FEET MicroFASTO 0.75 WITH LID
UNLESS OTHERWISE SPECIFIED
PROPRIETARY AND CONFIDENTIAL DIMENSIONS ARE IN INCHES AN
ME INFORMATION CONTAINED IN THIS TOLERANCES AREAS FOLLOWS i
DRAWING ISTHESOLE PROPERTY OF X°±7° e o
BIOMICROBICS.INC..ANY .X±.50
REPRODUCTION IN PART OR AS A WHOLE .XX±.25 BETTER WATER.BETTER WORLD:
WFRIOUT ME WRITTEN PERMISSION OF
/ EOMICROBICS.INC.IS DRAWN BY:
PROHIBITED. ESG DESCRIPTION
DO NOT SCAIE DRAWING DATE: MICROFAST 0.75 UNIT VIEWS
6/24/2022
APPROVED BY:
SHEET 1 OF 6
MSH PART NUMBER I REV
SCALE: DATE: 600-FINMCF0.75 E
SIZE:
N/A B APPROVED6/24/2022
LINER 58 3"
[149.2cm]
BAFFLE PLATE - - - •
TROUGH
RECYCLE GASKET
D.TA.. 423"
4
[108.6cm]
MEDIA ! ® ® •
361 3"
3" 4
AIR LIFT 52 [7.6cm] [92.1 cm] TYP
[132.1 cm] P
DOWN PIPE
15
CONTROL a�Q° C�G3O0[3.. ® ° .1
��D�PDEA Eo [38.1 cm]
SELF PANEL
DRILLING 50 1/2"
_SCREW [128.3] 05"
[12.7cm] 17"
[43.2c m]
FOOT TOP 1/4"MIN [.6cm MIN]TO
[_\ I f \3/8"MAX[.9cm MAX]
ANCHOR WEDGES,
104" [10.2cm] PVC STAINLESS STEEL X6 8 1
PIPE(BY OTHERS)
(BY OTHERS) 2
06"[15.2cm]GASKET 19" 124" [21.6cm]
[48.2cm] [31.1 cm]
12- -"38" 8
1/4"MIN [.6cm MIN] 02"[5.1 cm] GASKET [96.5cm] 3 [32.7cm]
ANCHOR WEDGES, 254
STAINLESS STEEL X3 [65.4cm]
(BY OTHERS) 1
I
FOOT BOTTOM I NOTES:
1. ITEMS ARE DEPICTIONS AND MAY VARY IN APPEARANCE.
UNLESS OTHERWISE SPECIFIED
PROPRIETARY AND CONFIDENTIAL DIMENSIONS ARE IN INCHES AN
THE INFORMATION CONTAINED IN THIS TOLERANCES ARE AS FOLLOWS
DRAWING D THE SOLE PROPERTY OF X.
BIOMICROBICS,INC..ANY .X±.50
08 REPRODUCTION IN PART OR AS A WHOLE .XX±.25 BETTER WATER.BETTER WORLD:
(l WRHOUT RIE WRITTEN PERMISSION OF
a[20.3cm] �Y � T� FFF���yy BIOM PRONCS.INC.IS DRAWNESG
qW TI }7 O� DON TSCALE DRAWING DATE:6/2 DESCRIPTION
OPTIONAL FEET y�r-aV P OPTIONAL LID 6/24/2022 DETAILS
0.75 UNIT
SHEET 2 OF 6 APPROVED BY:
MSH PART NUMBER REV
JUN 17 2026 SCALE: N/A SIZE B APPR 6/24/2022 600-FINMCF0.75 E
MASON COUNTY ENVRONMENTAL HEALTH
RET
03"MIN 024"MIN 02"MIN
016"MIN [7.6cm MIN] [61.0cm MIN] [5.1 cm MIN]
[40.6cm MIN] VENT PIPE INSPECTION BLOWER PIPING
INSPECTION/PUMP PORT ;ter
OUT PORTS
04" i 'jif� :04" [10.2cm],//r £
[10.2cm] EFFLUENT PIPE
INFLUENT WASTE
17"MIN
[43.2cm MIN]
39" IN
43 1/4"MIN [99.1 cm MIN] 41 1/4"MIN
[109.9cm MIN] WATER LEVEL [104,8cm MIN]
63/8"MIN
[16.2cm MIN]
SECTION A-ANOTES:
AIRLINE PIPING TO FAST@ SHOULD NOT EXCEED 100 FT(30M)
y TOTAL LENGTH AND SHOULD HAVE A MAXIMUM OF 4 ELBOWS IN
THE PIPING SYSTEM. FOR DISTANCES GREATER THAN 100 FT(30M)
34"MIN CONSULT FACTORY.
[86.4cm MIN] 2. IF LESS THAN THE SPECIFIED MINIMUMS ARE CONSIDERED
NECESSARY,CONSULT FACTORY FOR GUIDANCE.
3. SPECIALIZED TREATMENT NEEDS MAY REQUIRE SPECIFIC FEATURES
TO BE INCORPORATED INTO THE DESIGN.CONSULT FACTORY FOR
GUIDANCE.
4. SOME ITEMS REMOVED FOR CLARITY.
L L 5. MINIMUM OF 2.0in [5.1 cm] INVERT IS NECESSARY BETWEEN THE
—__ —__ — _ —__ ___ ,1 —__ INLET AND OUTLET OF EACH ZONE FOR GRAVITY FLOW SYSTEMS.
I I L E■ UNLESS OTHERWISE SPECIFIED
PROPRIETARY AND CONFIDENTIAL DIMENSIONS ARE IN INCHES AN
THE INFORMATON CONTAIN®IN THIS TOLERANCES ARE AS FOLLOWS
DRAWING 6 THE SOLE PROPERTY OF Xo±10
BIOMICROBICS,INC.,ANY .X±.50
REPRODUCTION IN PART OR AS A.WHOLE XX±.25 13ETTER WATER.GETTER WORLD
WITHOUT THE WRITTEN PERMISSION OF
BIOMICROBICS,INC.IS DRAWN BY:
PROHIBITED. ESG DESCRIPTION
DONOTSCALE DRAWING DATE MICROFAST 0.75 UNIT WITH
6/24/2022
APPROVED BY: FEET
SHEET 3 OF 6 MSH PART NUMBER I REV
SCALE: SIZE: APPROVED DATE: 600-FINMCFO.75 E
1:32 B 6/24/2022
06"
[15.2cm] 02"MIN
03"MIN INSPECTION 5
[7.6cm MIN] PORT VENT Olcm MIN]g WER PIPING
016"MIN VENT PIPE
[40.6cm MIN]
INSPECTION/PUMP rrnti c'
OUT PORTS
[104"
O 2cm]
EFFLUENT PIPE
04"
[10.2cm]
INFLUENT WASTE
®o® 15±0.1
•• [38.1 cm±0.3]
Illlhghhl�ryii•ry i��i�ih�4111j1liill���gl
43 1/4"MIN 39" IN
[109.9cm MIN] [99.1cmMIN]
41 1/4 MIN
WATER LEVEL [104.8 MIN]
63/8"MIN
[16.2cm MIN]
APPROVED SECTION B-B NOTES:
1. AIRLINE PIPING TO FASTOO SHOULD NOT EXCEED 100 FT(30M)
J U N9 17 2026 TOTAL LENGTH AND SHOULD HAVE A MAXIMUM OF 4 ELBOWS IN
THE PIPING SYSTEM.FOR DISTANCES GREATER THAN 100 FT(30M)
MASON COUNTY ENVIRONMENTAL HEALTH CONSULT FACTORY.
34"MIN 2. IF LESS THAN THE SPECIFIED MINIMUMS ARE CONSIDERED
RET [86.4cm MIN] NECESSARY,CONSULT FACTORY FOR GUIDANCE.
3. SPECIALIZED TREATMENT NEEDS MAY REQUIRE SPECIFIC FEATURES
TO BE INCORPORATED INTO THE DESIGN.CONSULT FACTORY FOR
B GUIDANCE.
4. SOME ITEMS REMOVED FOR CLARITY.
5. MINIMUM OF 2.0in [5.1 cm] INVERT IS NECESSARY BETWEEN THE
INLET AND OUTLET OF EACH ZONE FOR GRAVITY FLOW SYSTEMS.
----- - --- -- -- - - ------- -
UNLESS OTHERWISE SPECIFIED
PROPRIETARY AND CONNDENRAL DIMENSIONS ARE IN INCHES AN
THE INFORMATION CONTAINED IN THIS TOLERANCES AREAS FOLLOWS .'
DRAWING IS THESOLE PROPERTY OF Xo±10 . e
BIOMICROBICS,INC..ANY ,X},50
REPRODUCTION IN PART OR AS A WHOLE ,XX..25 BETTER WATER.BETTER WORLD:
WITHOUT THE WRITTEN PERMISSION OF
BIOMICROBICS,INC.IS DRAWN BY:
PROHIBITED. ESG DESCRIPTION
DONOTSCALE DRAWING DATE MICROFAST 0.75 UNIT WITH
6/24/2022 LID
APPROVED BY:
SHEET 4 OF 6
MSH PART NUMBER REV
SCALE: SIZE APPROVED DATE: 600-FINMCF0.75 E
1:32 I B 6/24/2022
FOOT MOUNT INSTALL LID MOUNT INSTALL
0 16"MIN [40.6cm MIN] 024"MIN [61.0cm MIN] 016"MIN [40.6cm MIN] OPENING FOR TANK
INSPECTION/PUMPOUT PORTS INSPECTION PORT INSPECTION/PUMP OUT PORTS_/\
--- ---- ------ ----------- D
-----,;------------ -----------
I ,
C C D
` J
1 [94.0cm±1.3]
44 1/4"MIN 441/4"MIN
[112.4cm MIN] [112.4cm MIN]
,I I I I
' I I
II =-------------------- _u-----------
_____________________________ __________-_______ _l
c+s 54"±- "
SETTLING ZONE TREATMENT ZONE [137.2cm±1.3]
375 GALLON MIN (1420 L MIN) 540 GALLON MIN (2044 L MIN) o SETTLING ZONE TREATMENT ZONE
04"OR 6" [10.2cm OR 15.2cm] 375 GALLON MIN (1420 L MIN) 540 GALLON MIN (2044 L MIN)
CONNECTION BETWEEN ZONES
: 04"OR 6"[10.2cm OR 15.2cm]
CD -j ® CONNECTION BETWEEN ZONES
o• N
17"MIN C=) 15±0.1
[43.2cm MIN] z 11 [38.1cm±0.3]
57 5/8"MIN f 56 3/8"MIN
43 1/4 [146.4cm MIN] z � [143.2cm MIN] 41 1/41"MIN
41 1/4"MIN ," MIN
[I09.9cm MIN] [104.8cm MIN -e [109.9cm MIN] [104.8cm MIN]
F] •24"MIN 67 1/2"MIN 67 1/2"MIN
. cm [171. 24"MIN [171.4cm MIN]
[610 MIN] 4cm MIN] [61.0cm MIN]
SECTION C-C SECTION D-D
NOTES:
1. MINIMUM DIMENSIONS DO NOT DETERMINE OVERALL TANK 6. SPECIALIZED TREATMENT NEEDS MAY REQUIRE SPECIFIC FEATURES
CAPACITY. TO BE INCORPORATED INTO THE DESIGN.CONSULT FACTORY FOR
2. INSPECTION/PUMPOUT PORT LOCATIONS MAY VARY DEPENDING GUIDANCE.
UNLESS OTHERWISE SPECIFIED
ON TANK CONSTRUCTION. 7. MINIMUM OF 2.0in[5.lcm]INVERT IS NECESSARY BETWEEN THE PROPRIETARY AND CONBDENTAL DIMENSIONS ARE IN INCHES AND
3. ALL APPURTENANCES TO FAST@(E.G.TANKS,ACCESS PORTS, INLET AND OUTLET OF EACH ZONE FOR GRAVITY FLOW SYSTEMS. THENFORMAnONCONIAINED IN THLS TOLERANCES
A0
,EAS FOLLOWS . .
DRAWING IS THE SOLE PROPERTY OF
ELECTRICAL,ETC.)MUST CONFORM TO ALL APPLICABLE COUNTY, 8. TANK VOLUMES MAY VARY BY APPLICATION AND JURISDICTION. BIOMCRODICS,INC.,ANY .X±.50
liE PART OR AS A
STATE,PROVINCE,AND LOCAL PLUMBING AND ELECTRICAL 9. MICROFAST UNITS CAN GO INTO OTHER THAN SHOWN TYPES OF REPRODUCTON WITHOUT THEE WRITTENPEERMISSIDN OOFLE .XX±.25 BETTER WRTEM BETTER WORLD:
BIOMICRODICS,INC.IS DRAWN BY:
CODES. TANKS,NON RECTANGULAR,PLASTIC,ETC. PROHIBITED. ESG DESCRIPTION
4. PUMP OUT ACCESS SHALL BE ADEQUATE TO THOROUGHLY CLEAN 10. TANKS OF VARYING SHAPE AND MATERIAL CAN BE USED WITHIN DO NOT SCALE DRAWING DATE: 2022 TANK DETAIL DIMENSIONS
OUT BOTH ZONES. SPECIFIED MINIMUMS. APPROVED/24/:
5. IF LESS THAN THE SPECIFIED MINIMUMS ARE CONSIDERED 11. TANK SET UP MAY BE DIFFERENT THAN SHOWN,i.e.,SEPARATE SHEETS OF 6 MSH PART NUMBER I REV
NECESSARY,CONSULT FACTORY FOR GUIDANCE. SETTLING AND TREATMENT TANKS. SCALE SIZE: APPROVED DASH 600 FINMCF0.75 E
1:32 B 6/24/2022
BLOWER
HOUSING
TOP
SOCKET HEAD 21 1/2"MIN
CAPSCREW [54.6cm MIN]
WASHER
GALVANIZED
NIPPLES
BLOWER
AIR INTAKE "
FILTER
SELF "A
DRILLING 28"MIN
GALVANIZED I SCREW
ELBOW I X4 [71.1 cm MIN]
I I:
NUT
BLOWER
HOUSING . ;.:.:.:
BOTTOM APPROVED
REDUCINGHING JUN 17 2026 BLOWER PAD
MASON COUNTY ENVIRONMENTAL HEALTH
171/2' 24" RET
[44.5cm] [61.0cm]
NOTES:
. HOUSINGS.
till
1. SOME MICROFAST CONFIGURATIONS MAY REQUIRE DIFFERENT BLOWER
2. BLOWER MUST BE LOCATED ABOVE FLOOD LEVELS.
20"
III! III I
UNLESS OTHERWEE SPECIFIED
[50.7 cm] PROPRIETARY AND CONFIDENTIALI El III I DMENSIONSAR E ININCHESAN
1111 II THE INPORMATON CONTAINED IN THIS TOLERANCES ARE AS FOLLOWS
DRAWING IS THE SOLE PROPERTY OF Xo51 • el
BIOMICROBICS.INC..ANY .X±.50
REPRODUCTIONINPARTORASAWHOLE ,XX 5.25 BETTER WATER.BETTER WCTRLO:
WITHOUT THE WRITTEN PERMISSION OF
BIDMICRONCS.INC.IS DRAWN BY:
PROHIBITED. ESG DESCRIPTION
DO NOT SCALEDRAWING DATE:6/24/2022 SMALL BLOWER HOUSING
APPROVED BY: AND PAD DETAIL
SHEET 6 OF 6 MSH PART NUMBER REV
SCALE: SIZE: APPROVED DATE 600-FINMCF0.75 E
N/A B 6/24/2022