HomeMy WebLinkAboutSWG2023-00352 - SWG Application / Design - 8/22/2023 • ON,
584
MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98400
. SHELTON:360-427-9670,EXT 400
l_ BELFAIR:360-275-4467,EXT 400
�d.- Public Health & Human Services ELMA:360 482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00352
APPLICANT ISON ET AL SHANE Phone:
Address: CHRISTINA L MORRISON BREMERTON, WA 98312
OWNER ISON ET AL SHANE Phone:
Address: CHRISTINA L MORRISON BREMERTON, WA 98312
SEPTIC DESIGNER TOM WEAVER-Allied Design Inc Phone: 360-620-7054
Address: 3912 STEELHEAD DRIVE NW BREMERTON, WA 98312
Site Address: 1036 E Mason Lake Dr E
Primary Parcel Number: 221045200041
Permit Description: New SFR - 3BR Nuwater+ Oscarll
Permit Submitted Date: 08/22/2023
Permit Issued Date: 09/21/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 09/13/2026 (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 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/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
----- OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED
ONSITE SEWAGE SYSTEM APPLICATION AMDUNI ,aer • RECEIVED co m
415 N 6th Street,(Bldg 8) Shelton WA,98584 C N
Shelton:360-427-9670 ext 400 Belfair.360-275-4467 ext 400 SWG 2 c, 1. C)\_ bsc Z 53
N
�/ Z D
APPLICANT PHONE >
Shane Ison 360-373-0317 shane@isonrealty.com m m
MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE K r
9) Z
3212 NW Byron St Suite 110; Silverdale WA 98383 5.
3
La SITE ADDRESS-STREET.CITY,ZIP CODE to W
1036 East Mason Lake Dr E.; Grapeview 98546 m
NAME OF DESIGNER PHONE I N
Thomas Weaver 360-620-7054 0
NAME OF INSTALLER PHONE CAD I N
al
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE
`
x NEW CONSTRUCTION CIr�RV HOLDING TANK ONLY al PRIVATE INDIVIDUAL WELL o
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL Z I
❑ TABLE 9 REPAIR 0 SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM -4.▪ TANK(S)ONLY 0 COMMERCIAL Upgrade existing SYSTEM NAME: 1
❑ UPGRADE TO EXISTING 0 OTHER:Repair with expansion BEDROOMS LOT SIZE I CP
❑ EXISTING FAILURE "Record Drawing required 3 60I X 150' W
for an Installations" IU
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) O 1
Take Highway 106 East from Shelton x I o
Go to E.Trails Rd and turn up hill
Go to E Mason Benson Rd and turn right I o
Turn left onto E Mason Lake Dr E
Lot is on your left and marked with three blue and pink ribbons o I o
4,- I .p..
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I
OFFICIAL USE ONLY BELOW THIS LINE -
UPGRADE/FAILURE SOURCE(for reporting purposes)
0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT El OTHER.
INSPECTOR SOIL LOGS COMMENTS/CONDITIONS
.r7
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2O t /4T4UG223T7(;,
E3y 1____AL Li
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SOIL CODES:
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS
PECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE AP ATION APPROVED BY DATE
K\; � ¶i3 ".Zj G� '� AL� 1,��,\1 q z1 .23
S MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSIT REVISED 12/7/2015
DESIGN FORM-PAGE ONE Assessor's Parcel Number:2 2 1 0 4 -- 5_ 2 -- 0 0 41
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
'0 Scaled plot plan,including all applicable items on checklist. '0 Cross-section sketch,including all applicable items on checklist.
This form may be scanned and available for blic view on the Mason Coun Web site.Maximum a er size: 11"X 17"
Permit Number: SWG 20?-3- 003672 Designer's Name: Tom Weaver
Applicant's Name: Shane !son Designer's Phone Number: 360-620-7054
Mailing Address: 3212 NW Byron St Suite 110 Designer's Address: 3912 Steelhead Dr NW
Silverdale WA WA Bremerton WA 98312
CityState Zi Ci State Zi
Bottomless Treatment Device Abinj , -(,r 3/0Z, 5❑Glendon Biofilter ❑ Sand Filter ❑ Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter,Type:
❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other:
Drainfield Type OSCAR II w/TSB
❑Gravity 0 Pressure 0 Trench 0 Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class NA
Daily Flow:Operating Capacity 860 gpd Length ft
Daily Flow: Design Flow 360 gpd Diameter 0 -4( 2- in
Septic Tank Capacity 1,000 Trash tank gal Number Aki—ti1N& br''
Receiving Soil Type(1-6) 4 Separation ft
Receiving Soil Appl. Rate .6 gpd/ft2 Orifices
Required Square Footage 600 ft2 Total Number of Orifices Irn
Designed Square Footage 600 ft2 Diameter /' in
Percent Reduction Taken 0 % Spacing in
Trench/Bed Width 20' X 30' ft Manifold
Trench/Bed Length OSCAR Bed ft Schedule/Class
Elevation Measurements Length ft
Original Drainfield Area Slope 2 % Diameter in
New Slope,If Altered NA % Preferred manifold configuration used? 0 Yes 0 No
Depth of Excavation up-slope 5" in Transport Pipe
from Original Grade Down-slope 6" in Schedule/Class Sch 40
Designed Vertical Separation 12 in Length 45 ft
Gravelless Chambers Required? 0 Yes pj No 0 Optional Diameter 1" in
Pump Required? Ix Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 360
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 1 gal
Orifice 3 ft Chamber Capacity 1,200 gal
Uppermost Orifice] Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 21 gpm ❑Timer ❑Elapse Meter 0 Event Counter
Calculated Total Pressure Head 50 ft If Timer: Pump+yry4,41,11„,E. Ada.,
Comments '�`,
SEP 2 1 2023
MASON COUNTY ENVIRONMENTAL HFAI TN
JBW
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2_2 i Q 4 -- Q_2 -- Q Q Q A J
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
pl Test hole locations Drainfield orientation and layout Reference depth from original grade:
• Soil logs IX Trench/bed dimensions and Q4 Septic tank
O Property lines critical distances within layout ❑ Drainfield cover
Ddi Existing and proposed wells X1 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property IX Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations )0 Laterals,trench/bed,top and
surface water and critical areas $1 Observation port location bottom
❑ Location and orientation of n Clean-out location 0 Curtain drain collector
curtain drain and all absorption ❑ Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
]4 Location and dimension of 0 Lateral placement with distance KI Observation ports/clean-outs
primary system and reserve area to edge of bed
g Other Information
ix Buildings gi Audible/visual alarm referenced Yes No Top&bottom legs staked
l�[ Direction of slope indicator
Scale of drawing shown on scale 0 Design staked out
IX Waterlines bar 0 Egf Recorded Notices attached
ci[ Roads,easements,driveways, 0 gi Waiver(s)attached
parking II 0 Pump curve attached
X North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation 0 Yes tg No
August 9, 2023
Signature of Designer Date
The undersigned has reviewed this sign on behalf of Mason County Public Health and determined it to be in
compliance with state and local -si regulations: n� G
Env on ITV 1 Health Specialist Date
CAUTION: DESIGN APPR AL 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: r^l'15 —Zce
✓ 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.
Revision Date: 1/12/2010
60' Z
-I
in
Proposed
Well
Three Bedroom Envelop
40' X 50'
SL#1 - 0-25" Sand Loam
25" Semi compact
in
50' a - cle
SL#2 0-21" Sand Loam
21" Semi compact
SL#3 0-24" Sand Loam 50'
24" Semi compact o o
f U
L 11
"
Es g
DF area to be cleared by installer ~,^
Where large stumps are removed, o
backfill stump hole with C-33 sand
100' e11
Circle
OSCAR may be recessed up to 6" SL#3
into original soil, but maintain 6" 100% Reserve
separation
X S L#2
0 Primary DF
OSCAR 20' X 30'
X SL#1
o .
East Mason Lake Dr E
PpRO= 20 � •.�
SEP 2 12023
1 =
22104-52-00041 MASON COUNTY
ENVfRON��]ENTAC h r;
. •
1036 East Mason Lake Dr E jawTHOMAs E.WEAVER.•
Oscar II Treatment level B 22104-52-00041 1036 East Mason Lake Dr E
Basal Area
Flow 360 GPD
Loading Rate .6 GPD/Ft2
Total Area Needed = 600 Ft2 Bed 20' X 30' = 600 Sq Ft
# of Coils = Four OS-100 coils
6" of C-33 sand under coils and 6" over coils
Keep coils level
1 ,000 Gallon Trash tank
BNR-500 treatment tank
1 ,200 Gallon Discharge Tank
All tanks with risers to the surface
LF1 P-RF-AR or LF1 P-RF-ARA Control Panel
Headworks LOT HWN-.7
AY McDonald 1/2 HP, 30 gpm pump I'.,
)4(# / ^
11.*::a A ot...,41,
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r. 1-HOMAS 10 E, 3 AVEfi.14
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OSCAR-III Cover Options. _LGL I.--
There may be a desire to cover the OSCAR with something additional to the
specified ASTM C-33 sand. Options include:
• landscaping jute mat with grass seed or ground cover plantings
• a thin layer of mineral soil low in organic content (<10% organics)
Do Not Cover Sand with:
• organic mix (manufactured top soil from compost) Pp
• filter fabric R
MA C
sory EP 120 t
UNTV WI 23
Jew cry
BASAL WIDTH
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SEp1 12013 MASOt COUNTyENV1R0
Je MENTAL HEALTH
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P2 of 2
SUBMITTAL DATA SHEET
Waste Water
Effluent I Sewage Ejectors I Grinders
Thermoplastic
K - 10GPM L - 15GPM
+- SHUTOFF HEAD
' 1/2 HP 259 FT. 112 PS.I. -------__._... ,_,_ --- 1/2 HP 173 FF.• 75 P5.1.
1� 9/4 HP 333 FT. • SN P.$.L_ '-"--- ------- 3/4 HP I33 FT. 101 PSJ.'
B00 11/1 yP•lilt] +,.__._t-+ "-'-,- f I 1 HP N8 FT. 19165.1. • __ 1 HP 291 FT. 126 PSJ.
IBA }-*'` f , 1 1/2 HP 591 FT. • 256 P.S.I. 1 1 N� 1 1/2 HP 393 FT.• 166 PSJ.
500
} i .r f.. Alice _
aoo 1HP•12St. - 300 IHP•16 ACC .
_ /4 HP.8 S�Te _-^--�-- -- _____,.� 'i 3 4 HP•a,... •T "__-..._.-
3 II
300 :
1/2 Hp•I Sh : i o 200 1/2 HP•e STAGES
-y1- 100 _tom --t-
a__.. 11 ---- -r - - Ill i I r i
0 2 4 11 t le12 14 16 19 20 22 o a So 1a 20 2a TM IS
US.QHUIU$P81 MINUTE U.S.GALLONS PER MINUTE
Specifications Specifications
Model HP Material Volts Phase A B WI 9'_Je HP Material Volts Phase A B WI
22050K2A1 1/2 Plastic 115 1 12.3 9.53 23 2205012AJ 1/2 Plastic 115 1 13.55 9.53 23
220501121 1/2 Plastic 230 1 12.3 9.53 22 2205012/ 1/2 Plastic 230 1 13.55 9.53 23
220751(2J 3/4 Mastic 230 1 13.7 10.66 27 22075121 3/4 Plastic 230 1 10.66 27
221000 1 Plastic 230 1 16.0 11.75 31 22100121 _ ' 31
22150K21 1 1/2 Plastic 230 1 19.7 15.12 40 •astic 230 1 21.07 151 39
P - 20 GPM Series - 30 GPM
500
• SHUTOFF HlaO 600 ■■�11 ��■■��r--SHUTOFF HEAD
1/2 HP 146 FT. 63 P.S.I. � IIi�■■■ ■■I■■al 1/2 HP 122 Fr. a3 P.S.I.
I_ 3/4 HP 203 •FT. SA P.S-I. ■ ■ ■■ ■■■■■■■■■■■U■■■■■1 4/4HP 1a2FL• 66 P.S.I.
400 - ■ _ 1 HP 261 FT.• 113 P.S.I 499■■■■■■■■■■■■■■■■■■■ ■■■■■I 1I, 219 FL• 95 P.S.I.
-jll 2 P• , . 11/2 HP 3 :iL• 1.:P._ 1 assomosmal
I I ��■IIII■■■■■■■��■■rl 2rR 'AFL• 1=2 Ra.l.+
• ■■ .__ p ■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
I ■W■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
�, ■.� ■�,. ■■■■:ImlIIMMMENI..= •III IIIIIII
■ , N _STAGES II
• ; .....-: 1 •j ��-Eon.__ ■ ■■ ■■■■■■ ■ ■ ■■
��__ x ■■■■M� .411ME■■■■■■■ ■ ■■ ■ ■■■■■■■
2SS - STAG ii ES F- ■■■ �-_ ■■ti■■■U■I1.�•■■■■■■ ■ ■■■■■■
-
- 2 • I 'II - 7 =■T. ir■■tIllglail■■■11111■!1■■
STAGES l \■`■111.m.--... ■■■M■MM ■ ■■■E � ■_ ■mu
■
-z, _ 1N 1/2NP•4 a -••••■ ���■c.in■.� ■
ME
100 ■■��■01 ■
14 ■ ■ � '�' ■
•
i • a 19 1a 20 2a ■ ss N
0 a SO is 20 25 30 35 U.S.GALLONS PER MINUTE
U.S.GALLONS PER MINUTE Specifications
Specifications .
Model HP Material Volts Phase A B Wt. ",cle, HP Material Volts Phase
22050P2A1 1/2 Plastic 115 1 12.48 9.53 23 22050E2A1 • . is 115 1 10.94 9.53 23
22050P21 1/2 Plastic 230 1 12.48 9.53 23 22050E21 1/2 Plas I 10.94 9.53 23
22075P21 3/4 Plastic 230 1 14.63 10.66 27 22075E21 3/4 Plastic 230 1 12.48 10.66 25
22100P2J 1 Plastic 230 1 16.78 11.75 31 22100E21 1 Plastic 230 1 14.63 11.75 30
22150P21 11/2 Plastic 230 1 20.00 15.12 41 22150E21 11/2 Plastic 230 1 16.78 15.12 39
NO-LEAD:The weighted average of the wetted surface of this no-lead product contacted by consumable water contains less than one quarter of one
percent(0.25%)lead.
En.MN A.Y.McDonald Mfg.Co. Toll Free:1-800-292-2737 sales@aymcdonald.com
MfDondd P.O. Box 508 Fax: 1-800-832-9296 .1;.''' frp 3:dOld E ..•„4
.• Dubuque,IA 52004-0508 Hours:7:00 a.m.-5:00 p.m.,CS' ` '
A.Y.McDonald considers the information on this assembly drawing correct when published.Item and option availability,including s 1:; s,are tdLth�gelw►t4qut not a
Submitted by: MASON COUNTY ENVIRONMENTAL HEALT-2020
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Hydraulic Layout
OS-S
Design Total # of Coils Dose Flush Excess
Flow Coils Lats. •er lat. GPM GPM TON
240 5 5 1 1.75 9.75 50'
300 6 3 2 2.1 6.9 50'
360 8 4 2 2.8 9.2 50'
450 9 3 3 3.15 7.95 50'
480 10 5 2 3.5 11.5 50'
600 12 3 4 4.2 9.0 50'
7mLE.ill
MinkaucalloilskalsaitIn
Wag
Design Flow Minimum Shoulder Length in
Feet
240 28
300 33.5
360 44.5
450 50
480 55.5
600 66.5
Hydraulic Layout
OS-1_
Design Total # of Coils Dose Flush Excess
il Flow Coils Lats. ter lat. GPM GPM TDH
300 3 3 -- 1 2.1 12 50'
360 4 4 1 2.8 12 50'
450 5 5 1 3.5 —12 50'
480 5 5 1 3.5 12 50'
600 6 6 1 4.2 12 50'
TABLE IV
Minimum Shoulder Lengths
QU00
Design Flow Minimum Shoulder
240 21' 3"
300 21' 3"
by — -- 28' 4
450 35' 6" < ' PPROVE
4806" �
35' „ SEP 2 1 2023
600 42' 6 Y'..,:
I41AS01J COLJNT/ENVIRON,ti1ENTAL HEALTH
JBW
Oscar II Tank configuration
Supply Flush
Sewage from home
Line Line
NuWater
( r4sts ill ! 0
,STank
, -
Pump Tank with Oscar I adworks
luMvals
Screw 7 ype Cap t. _ _ < Screw T)pe Cap
or Slip Cap - or Slip Cap
[ 4" PVC Pipe
4 4" PVC Pipe (Length Varier)
(Length Varies)
1/4 a 4" Long
1 jl Slots(4)* 90• Apart
I f WI 7 aiiet King
4"PVC Tee
Observation ports
I) I?PflOVEr4
SEP 2 1 2023 �
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
Trash Tank
Riser Manhole Riser
)1113
To additional treatment
From house I ; and/or dispersal
y1� Scum
• Screen
Wastewater
slL1ca •
PPROVE
SEP 2 1 2023
MASON COUNTY ENVIRONMENTAL HEALTH
JBW
i - a 2•
WATT-RICHT I al WEN':term DUAL PORT AE RAIOF
t( r------1
l 36'MAX r PVc(TYP) tr
(,_ _
r r— k 411 i 1R•PVCi oT
rI i / _f ri/L.— �.��M /� AlFtlaiE� IMF IC
1•
, 2'COUPLING-
-r'
�i REDUCER s'i I -1 f: - siuk
' I 2.TEE- 1I • 1•PVC SLUDGE /`�—r�-.'p�
RETURN LINE
2 PVC I I \--1
1 1
TRASH CHAMBER DIGESTER CMAMSER CtJ11tiFER
OcERATwG CAFACRY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER
FLOOD CAPACITY.I110 GALLONS ft000 CAPACITY 4114 GALLOWS NO GALLONS
: �—� L000 111 GAL
6S"
I se N.
; S1' SO'
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e. `, ` -� 1'X JO"
. TEE
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DNF FUSER OARS 12)
1 IARALEL TO TRAM WA:I 1.
3' SLUDGE RETURN - _
1 i— •—i
iiVZJ 'JJJ I
tS'TAPEF ��r
"Mart'rlY \- STONE.JREE NATIVE SOIL
OR COMPACTED SAND
INSTALLATION INSTRUCTIONS — OVER STONY SOIL
1)Excavate tank hole with vertical walls to 1 tool larger than
tank on all sides.
2)II bottom of hole Is stony,install 3'of compact sand d level fi -- — — V•2' -- —---#
out with screed. -. -
3)Install tank in center of hole,keeping 1 ft void space on (' — '1 r — i
all sides. I r 21'RISERSr1TVP) 21'BLOWER
4)As tank is Ming with water,fit in void space with compact I I TOP Of L
granular(sandy)soil tree of large clumps of day. I I.
5)Install rest of system,d affix risers to adapters with
waterproof adhesive
I II I' 1'-0'
6)Perform watertightness test in field as required by local
jurisdiction. _� 'I I i
t2 RISER
7)Upon approval to badchll,carefully backfill with native �.L��._' i 1
soils over top of tank R i I DI[:LSTER I Isi{dQme.
8)Final grade the surface to avoid chanellng surface r I _
water toward tank ,
SEP 2 1 2023 TOi WEw
1'.2EA
;i,:1:6 N COUNTY FNyiRnnitAEpLTgL Lick-5+
.•.:-,+ �':>. AEROBIC`FREATMrENT TANK DETAIL FOR
. 4gi < ► i. NuWATER BNR-500 TREA TMEN T UNIT
as ENVIRO-FLO, INC. REvrSE0 3/01/12
%�W Wastewater Treatment Technologies
....„ «-,.•• .:.,.. P.O BOX 321161, Flowood,MS 39232
SCALE;;;;:: . (877)836-8476 (601)845-4716 fax „ —
1.,4 ft.
www.enviro-flo.net
Oscar Pump Tank
`•\" To Oscar
�l 1, `Coils
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1000 Gallon Pre-cast Concrete
Single Compartment Discharge Tank
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• Srt� 2 12023
'�.� ! ��o BOUNTY ENVIRONMENTAL NE,
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. •rr. . ^ra.<•1^.°i„••:f01 CROSS SECTION
HWN-.7-RF-LF
0-100 psi
Pressure i I
Gauge c o
3/4" Disc Filter, 130 Micro
r - . mill
oi r.1,1170
From Coil t
r tall
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MI Lei Lei I=
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►4 Solenoid Valve
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To Coil , LIC� 1° •�� '7 ,�
t 1 c, 0
Vent to Tank 3/4" Flow Meter
PPROVEV E 4, .
''
t , . SEP 2 1 2023 NAAA';-
MASON COUNTY ENVIRONMENTAL HEALTh
JBW