HomeMy WebLinkAboutSWG2023-00435 - SWG Application / Design - 10/11/2023 0 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-02]-96]0.EXT 400
BELFAIR:360-275-4467.EXT 400
`t ^ Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX 360-427-7787
On-Site Sewage System Permit: SWG2023-00435
APPLICANT GARD ET AL TRACY A Phone:
Address: 70 NE Madrona Ct TAHUYA, WA 98588
OWNER GARD ET AL TRACY A Phone:
Address: 70 NE Madrona Ct TAHUYA, WA 98588
SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 70 NE Madrona Ct
Primary Parcel Number: 322145204022
Permit Description: 3-bedroom pressure system: Repair
Permit Submitted Date: 10/11/2023
Permit Issued Date. 10/18/2023
Issued By: David Anderson
Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 10/17/2024 (based on date of lnspeeton)
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/environmentatlonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
\ OFFICIAL USE ONLY
MASON COUNTY DATE ntCLpLD 10 � I( ( 'Oa3 , >
COMMUNITY SERVICES °° fF14 gQ °�E�° �� ` CR
Public Health(Coin unity HeahhiEnv nmental Health) y
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aa. r SWG 1Qn - co L-u5s o 2
Z (n
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ON-SITE SEWAGE SYSTEM APPLICATION 3 'z
n
APPLICANT I PHONE m m
TRACY GARD i
c
MAILING ADDRESS-STREET Cm STATE ZIP CODE E
70 NE MADRONA CT TAHUYA WA 98588 CO
A
SITERESS-STREETCITYZIPCODE
SAME AS MAILING I c^'
NAMEOF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME CF INSTALLER PHONE I M
o
TBD R I
PERMIT TYPE(ee'a r one) DRINKING WATER SOURCE
M-RESIDENTIAL 055 nCOMMUNITY O55 IFI COMMERCIAL 055 11 PRIVATE INDIVIDUAL WELL Li PRIVATE TWO-PARTY WELL Z IA
7 PUBLIC WATER SYSTEM MAGGIE LAKE
TYPE OF WORK(select one)
h NEW CONSTRUCTION'UPGRADES Va REPAIR I REPLACEMENT OTHER DETAWS!select an Char aopbl ❑ TABLE IX REPAIR Ial
SUBMITTALS 0 SURFACING SEWAGE I EXISTING FAILURE 0 SHORELINE
V.DESIGN FORM(REQUIRED) rf�' SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SAE W IM
ft WAIVER(S)OF APPLICABLE) 3 0.24 0 I '
DIRECTIONS TO SITE AND SITE CONDITIONS Iar locked gate!
OUT NORTH SHORE RD. RIGHT ON BELFAIR TAHUYA RD, FOLLOW TO MAGGIE LAKE. I A
TURN LEFT ON LAKESHORE DR. S INTO MAGGIE LAKE. STAY RIGHT AT r I o
INTERSECTION. FOLLOW TO RIGHT ON CIRCLE DR. RIGHT ON EVERGREEN WAY.
LEFT ON CEDAR LN. LEFT ON MADRONA CT. SITE AT END OF ROAD ON RIGHT. I M
SEE SITE PLAN.
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I M
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE go'recoiling purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING D BUILDING PERMIT OHOME SA-E ❑COMPLAINT DOTHER
INSPECTOR SOIL LOGS r COMMEN'S 1 CONDITIONS
TH1:0—Pe. V6 LS
92.511 et 4 3y" (-/ il7/
Tel O -32 v('Lc
nc 5.7 091- 37'' 1-/ Ill
�I - 2 1 2n
T H3'.0 - $ VCR L�
05# of Jar, L / .
SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT
V=VERB G-GRAVELLY 5=SAND L=LOOM S=S!LT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR INA-APPROVAL
INSPECTOR SICNATJRE DATE APP ICATON EXPIRATION DATE APP.ICA APPROVEDIISSUED BY DATE
Q2 '-''----- l6/774. , 70/(77ZOIN /°/(V/2023 .
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED']m:ola
•
DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 2 2 1 4 - 5 2 - 0 4 0 2 2
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
'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: II"X I 7"
PARCEL IDENTIFICATION
Permit Number: SWG 2-02.3- 00435 Designer's Name: ROBERT H. PAYSSE
TRACY GARD Designer's Phone Number: 360-426-1803
.Applicant's Name: -
Mailing Address: 70 NE MADRONA COURT Designer's Address: 3083 E MASON BENSON RD
TAHUVA WA 98588 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type:
(Aerobic Unit Make/Model NUWTER BNR500 O Disinfection Unit Make/Model Other:
Drainfield Type
❑Gravity Er Pressure ExiTrench 0 Bed 0 Sub Surface Drip
Septic TanWDrainfield Specifications Laterals
Number of Bedrooms 3 / Schedule/Class SCH.40
Daily Flow:Operating Capacity 270 gpd/ Length
VARIES ft
360 gpd Diameter 1.25 in z22-
Daily Flow:Design Flow Y
Septic Tank Capacity(working) BNR500 ;;al/ Number 6 -d
Receiving Soil Type(1-6) 3 <22 Separation 6 ft
Receiving Soil Appl.Rate 0.8 gpd/ft2R Orifices
Required Primary Area 450 ft2 Total Number of Orifices 41
Designed Primary Area 450 ft2 Diameter
3/16 in
Designed Reserve Area 450+ ft2 ` Spacing 48 in
Trench/Bed Width 3 ft' Manifold /
TrenchBed Length 150 ft' Schedule/Class SCH.40
Elevation Measurements Length 30 ft
Original Drainfield Area Slope 0 % Diameter 1 25 in
New Slope.If Altered 0 oA Preferred manifold configuration used? lir Yes 0 No
Depth of Excavation Up-slope 16 in Transport Pipe /
from Original Grade Dowtsiope 16 in Schedule/Class SCH. 40
Designed Vertical Separation 12+ in Length <75 ft
Gravelless Chambers Required? 0 Yes Pli No 0 Optional Diameter 2 in
Pump Required? 154 Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6 '
Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 60 gal
Drainfield Squirt Height"Selected Residual(head) 2 ft Chamber Capacity(flood) 1500 gal e-
Pump controls:Please check those required.
Uppermost Orifice r [s�Ela r O Lower than Pump Shutoff
Capacity @ Total Pressure Head 24.2 gpm IiiTimerElapse Meter I/Event Counter/
1
Calculated Total Pressure Head _ 18.5 ft
Atfp k 1 MIN MIN 'Pump off 4 HRS
Comments �1.
Di=.
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 2 2 1 4 -- 5 2 -- 0 4 0 2 2
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
0 Test hole locations lill Drainfield orientation and layout Reference depth from original grade:
g Soil logs g Trench/bed dimensions and g Septic tank
g Property lines critical distances within layout Is Drainfleld cover
g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
O Measurements to cuts, banks, and locations
9f Laterals,trench/bed, top and
surface water and critical areas g Observation port location bottom
g Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components
6d Orifice placement Other cross-section detail:
g Location and dimension of g Observation ports/clean-outs
g Lateral placement with distance
primary system and reserve area to edge of bed
Other Information
121 Buildings 121 Audible/visual alarm referenced Yes No
Fii Direction of slope indicator g Scale of drawing shown on scale g d 0 Design staked out
g Waterlines bar 0 g Recorded Notices attached
g Roads, casements,driveways, 0 g Waiver(s)attached
parking fid 0 Pump curve attached
g North arrow and scale drawing g 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ Er Waste strength
❑ g Flow
DESIGN APPROVAL
The undersigned designer must be notified by installer at time of installation g Yes 0 No
1? -12 (z2JzS
ignat ire of Designer Date ED
The undersigned has reviewed this design on behalf of Mason County Public Health ar fermined it to be in
compliance with state and local on-sit gulations: f'/ {� 7 j oCl 1 8 2023
f IV/ I( 7oU tY ENV10.0NMENTAI HEALt`
Env ronmental Health Special is Ua1SON COON DJA
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: I/ 51
✓ Drainfield site conditions have not been altered to adversely affect conditions o 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
DANO 8 SEPTIC
7124 St Hwy 3 SW 350-536-M31
Bremerton, WA 98312 Fax:855-451-0336
PROPERTY INFORMATION
Location:70 NE MADRONA CT
Tabuya
Tax ID-322145204022
me no: JULIE REYES ET AL
PO BOX324 Use:
GOLD HILL,OR
97525 GENERAL SYSTEM TYPE:Conventional (Pressurized)
ON ID:322145204022
County Area: Hood Canal
ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT Here Feld
Inspected:O6/22/2023 - Inspection Type:FOLLOW LIP - Correction Status:Some Corrections Made
Company. Work Performed By Submitted 07/20/2023 by:
DANO'S SEPTIC TOMMY BECKHAM NAOMI O'CONNELL
COMMENTS&GENERAL INSPECTION NOTES
Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System.
REPLACED 24'LID.PERFORMED AN EXPLORATORY DIG ON DRAIN FIELD AND FOUND HEAVY ROOTS AND BIOMAT IN THE DRAIN LEGS.
REFERRED TO A DESIGNER.
GENERAL SITE&SYSTEM CONDITIONS
The General Site and System Conditions were: Partially Inspected
Components accessible
ccces el for service:
All required serviceperformed(if nn-tpeclfy omittedinspection
d p e: pagta:
m: s nnotes).
Cofaigeffluent areto any compon mound
Components p be
watertight-no visualleaks
Improperencroacemeat(stmctusampertoes surfaces)
riser li e securely fastened up departure:
Electrical repairs
nened. If YES describe n comments
Inspected
no I tl componentsompoar to be in good physical condition
NO S a._
e
If commentsSeotp intrusionon
any comp Y . YES describe in 000lmento
Settling problems observed. If ES describe
ed nfe incomments
The house/structure was vacant or used infrequently,assessment of the amwneld was not possible
ONSITE SEWAGE SYSTEM INSPECTION DETAIL
This component was: Not Inspected
Effluent level within operational limits(if NO explain in comments1-
All required baffles in place(N/A=No baffles required)
Compartment 1 Scum accumulation(Inches,if other specify)
Compartment 1 Sludge accumulation(Inches,if other specify):
Compartment 2 Scum accumulation(Inches.if other specify).
Compartment 2 sludge accumulation(Inches,if other specify)
Pumping recommended.
This component was: Not nspected
Compartment 1 Scum accumulation(Inches,if other specify):
Compartment 1 Sludge accumulation(Inches,if other specity)-
.
Pumping recommended:
This component was Not Inspemd
Controls functioning:
Tested gallons per minute flow
This component was: Not Inspected
Lateral lines flushed
Average squirt height(If performed)(feet,if other specify):
Ponding present'If YES explain in comments-.
rnu rpm uaimes=ewe emm.eanaac come work Scsewage ersrereHe m.nr s,r m no way nm.ap n pnnmeme of onv...evc, witumeom
ReportlD:1204063 View inspection reports online at www_onlinerme com Page 1 of 1
70' - I
I
DECK - - - �
PUMP OUT& ABANDON
EXISTING TANKS.
I REPLACE W/ NUWATER
I & PUMP TANK. TIE INTO
EXISTING STUBOUT,
EXISTING /// INSTALL C/O IF NEEDED
HOME II �, I FAILED
I DRAINFIELD
5 AREA
1
RESERVE AREA
' 1 i r I
1\ Sri TREES TO STAY
..�. • PROPOSED
DRAIN FIELD
GARAGE -` APPROVED
OCT 18 2023
MA90M1'COUNry ENVIRONMENTAL HEqL)•N
DJA
EXISTING SHED
DRIVEWAY ON PIERS
& PARKING
I , - RESERVE AREA
1
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M1y�' T
ttw
tT II
MAP RONA CT ° uI:F 5 ,
AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC. l' 3 TRACY 022GARDIN] I I I 1 L I T 1101 F TF T H.,I F 3
P�RCI1. 221452-04022-- - i;+ 1111 52
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SE!'IIC. DESIGNS DDRGS. 70 NE MADRONA CT RA-I, 33 1tCOH 3' IkO01'3-36
3(183 LA1&SCN OCNOV R ) (;kApF 'IFv %la83k, D6IGNLR: ROBERTI{PAYSSE
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/ 22'RESERVE I I RESERVE AREA
HOME V (I 4022' (4.5' OC)
22'RESERVE I
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\, 22' RESERVE I I TREES TO STAY
r/
O \ N2'RES
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VALVE BOX
GARAGE
lftwmi I Oo SLOPE IN
Cc DRAIN FIELD
F 10 + � _ I AREA
nlialairgs
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aiemerms
PPROVED
I
Ii OCT 18 2023
ON COL RTy ENVIRONMENTAL HEALTH
SHED I DJA
221RESERVE '',, I RESERVE AREA
®�, 3n22' C4.5' OC)
22'RESERV" /// I
', -? 22' RESERVE
h a "•M.
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Op RcaErr, WVSSE
AN ASBUILT/INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC `u5EC\1}R: TRACY GARD
PdRCII =3221452-04022 IL IFI IF-1 II,Ill TEST HC'IF 3_
. 033 rd— 0 +IIII• 04P,,Iy
3i, Ilu. 3'_i nu. 36 III
SEPTIC DESIGNS y DE/It I3S 70 NE MADRONA CT ROCH- 33 I:, I- 12 I(OO1- 30
3083 E SMAO\BF-\.-C,\RC)- CRAM•Lr ,%\985 io DI_-4,A1 It. ROBERT II.PAYSSE - -
OI➢CE-3(0120I I3 FAv 30012233; :.HIT:I DF DETAIL SALE I'=10 „5 Y NERI - >a5,=• ...-4, I1g
r OB PORT dirA
CLEA,NOUT / �002- br
ORIG, & FINISHED GRADE 11\ yAs�N�0✓N�N' Ig10j3 '
} ■ FILTER 0'4�4i4feha/
FABRIC 'H8^
Fo x g a
Yc I'- ^l Y ! 5 s
y' Ya j'j t I Y 9 y V< 'BB ,I,_
WASHED ROCK
�c
RESTRICTIVE LAYER
THREADED CAP RISER/LIP OR
ADJUST TON VALVE BOX
OF LATERALS
" ORIFICES @12:00
IN/SHIELDS
90' i i
SWEEP ,_
�I 1-4=')f''-St4,-; r' S '- BALL i i
,,,_, 4, ,' , - VALVES
J CHECK VALVES
AS NEEDED
GLUED TEE
,.ww
COnl,55E '
AN ASBUILTI INSTALL SIGNOFF FEE HALL I;:>,',+.f2+'S' n>
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, INC. ` "\T 2,1"`3 TRACY G22 FI 7I l 1 I TF-T HLS F TF?HOI F 3LBli OI< -i 41c -36SAS
P VLUL= 221452-09021 ii, uu 1_ uu. 5(k 011.
SEPTIC DESIGNS .1DDRIS-, 70 NE MADRONA CT RV[ 33 ROC I 32 Ii;Jb 36
BERM L uo.\SPSON RD. CR.PLVIL33.\3d9S510 DI NI.NI R ROBERT H.PAYSE
031YIcr 300 4201803 11y 300+2P 2353 SHFCT: DF DETAIL(2) SCALE: NA o.a,M . u,,s .,.a.,�sparu,F,F-RSETBACKSBNBEAIIREG
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RO V
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7771
'_ - r
TANKS MUST BE -�
ON 5IATE DOH
APPROVED LIST INSTALL
OF Ar 9 •
NK5 NI/WATER
r
BNR500
PUMP TANKS
OVER HOC GAL USE RUBBER
REQUIRES IVv'O CHO MEP:FOR
ALC SS RISERS ! TRANSPORT I.INF
TO GRADE AND ELECTRICAL
PUMP TANKS .'. .... :. 3.. . . �... ....>. . .
ON HERS MAKE,
. .. . • SV RE ALL HOE.F.S
LOCATED AT HIGHER ARE WATER-TIGHT
ELEVATION THAN
DRAI N FIELD MUST
HAVE ANTI-SIPHON
DEVICE INSTALLED. : RIBBED RISERS
•
WI WAI ER TIGHT LIDS
t i .. FINISHED GRADE
-- — I., - ,_ _ __ TRANSPORT LINE
MI
INLET S n UNION & BALL VALVE
C
A'ATER-TIGHT 1SOO CALLON WA TERRCHT
JOINTS v CONCRE/t RIMP TANK
CHECK VALVE
HIGH WATER FLOAT
III
USE TANKS FITTED
ON/OFF FLOAT AV CAST IN HATER
2' .9 T 161 EI I Il.N
"'" e ww \LETI1/OVTL[SGS AI\TORD
PUMP BUCKET -_ cAsnN RISER
•
ADAPTERS TO
a;: Ra•^'S�."wrtse .•. • . .. a ENSURE WATER
!,S-`HHHHH' H-H TIGHTNESS
FERSES
PIONEER DIGGING, INC CLINIC MVR: TRACY GARD
�-t PARCF]_a:3 2214-5 2-04 022 INSTALL TANKS ON ORIGINAL OR
SLP I IC DI SIGNS VIJURI:6: 70 NE MADRONA CT COMPACTED LEVEL SOILS RUN CROSS
3083 E M& U\SING`\RD. CR1PFUMP;% 9858, DI�I( NI A: ROBERT FLPAYSSE CONNECTIONSI\'TO ORIGLI'ALSOILS IC
AVOID SETTLING
HI ILL 3(012o- IG A
1803 FAN-300 ID 2353 DE I' CA_ TANKS DETAIL
utueGIA'IT.
Flow/Capacity in Liters Per Minute
Rf WIBIffi-woun
0 100 200 300 400 500 600 700 =MINIMS r
100 30
5 70v '20 ._ ....... .�„
60
x
i
_ 50 WSIOOH IS _
o10 moe_om
o 30 W550 W40H ..,..00pnmseams
20 _= oa®somaoaan®000e�o
Hi
CD W530 5
0 o
0 0 20 40 EO 80 I00 120 Id0 160 180 --�
Flaw/Capacity in US Gallons Per Minute ®®a ------..LATERAL LATERAL FEEDER TOTAL ORIFICE ORIFICE ORIFICE DIST.TO TOTAL TOTAL
LATERAL# LENGTH PIPE SIZE LENGTH LENGTH DISCHARGE SPACING 1ST ORIFICE HEAD
(feet) (inches) (feet) (feet) SIZE(Inch) RATE(gpm) (feet) (inches) ORIFICES (feet)
1 26 1.25 3 29 3/16" 0.59 4 30 7 0.08
2 25 1.25 6 31 3/16" 0.59 4 30 7 0.09
3 25 1.25 12 37 3/16" 0.59 4 30 7 0.11
4 25 1.25 18 43 3/16" 0.5g 4 30 7 0.12
5 25 1.25 24 49 3/16" 0.59 4 30 7 0.14
6 24 1.25 30 54 3/16" 0.59 4 30 6 0.12
DRAINFIELD HEAD(feet) 0.65
TRANSPORT UNE HEAD(feet) 0.78
ELEVATION CHANGE(feet) 10
RESIDUAL/SQUIRT(feet) 2
EXTRA LOSS/FITTINGS(feet) 5
APPROVEDTOTAL DYNAMIC HEAD(feet) 18.44
TOTAL GALLONS PER MINUTE 24.19
OCT 18 2023
MASON COUNTY ENVIRONMENTAL HEALTH
.
•
E .n
PIONEER DIGGING, INC P\13..EL4..32214-52-040
SE I'iIC DESIGNS +Dual_<>: 70NEMADRawcT sE
RFN&'A RD OR,APD'II".AA'.A 98510 DPI(INE a: ROBERT H.PAYSSE ��
•
lOn3 E.51i.J _..11>—Y.g�
iFFIC6-300-126 1803 FA< SOO42-2353 .HEEL CALLS SCALE NA U:,FEs
'Installation & System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. All components,including tanks,lids,
transport line,drainfield,and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2. This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state, county,and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot
developer, or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not
remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design
void.
5. The property owner and installer are responsible for locating all underground utilities (ex.water,gas,electric) prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers (ex.ATU,Glendons,) may have other requirements not listed within this design.
7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor
and Industries.
8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain loft to waterlines with all septic components. If less than loft is required, sleeving in sch.40 pvc is required. If
sewage transport lines and waterlines must cross,waterline must be 18"above sewage line with one of the lines sleeved in sch.
40 pvc loft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to installation,operation and
maintenance of the proposed components.
11. Stormwater runoff,footing drains, roof drains must be diverted away from any septic system components. No curtain,
foundation, perimeter drains shall be installed 30ft downslope and SOft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings, proposed wells or other non-related items on these drawings mayor
may not meet other requirements.
13.All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. For op t�
i `PPa
information, refer to Mason County Public Health Homeowner's Manual,which should be received a e ns Ila M
14. System owner should be cautious of landscaping around septic components. Root intrusion OCi 18 2023
can cause premature failure of the drainfield area. In addition, bushes and trees should be kept
away from lids and other septic maintenance points. MASON COUNTY ENVIRONMENTAL HEA iF
15. Changes made at time of installation may impact designer calculations, pump sizing,and 17JA
compliance w/county and state requirements. Contact designer prior to install w/any
,N$`.
ro osed variations from desi n. Chan es result in additional fees andpermitting. ^r'� 'Y
P P B g may
PIONEER. DIGGING, INC N u l o\ll R: TRACY GARD R
NR c I I a 3221+52-04022
SIP IC- DI SIINS NDDI.I 70 NE MADRONA Cr 1 , 7`
3083 E NiA.S y BEN533v RD. CRnrlslw.Ncs 985 k. DISr,AfR: ROBERT H.PAYSSE
.3E11333 3bU ago I$U3 IRR 3o01272353 SI I FI'. NOTES SCALE NA