HomeMy WebLinkAboutSWG2023-00429 - SWG Application / Design - 10/9/2023 eatt ,: WA
MASON COUNTY 415N 6THELTON:SHELT96 ,EXT 400
$H STREE. ,SHEL ON, EXT 584
BELFAIR:360-275-4467,EXT 400
F Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00429
APPLICANT GRIMM DAN Phone:
Address: 10821 SHAWNEE RD E PUYALLUP, WA 98374
OWNER GRIMM DAN Phone:
Address: 10821 SHAWNEE RD E PUYALLUP, WA 98374
SEPTIC DESIGNER Bob Paysse -Pioneer Digging Inc Phone: 360-426-1803
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 704 E MASON LAKE DR SOUTH
Primary Parcel Number: 221085000039
Permit Description: Renewal 3bd Nuwater pressure trench with Class A waiver
Permit Submitted Date: 10/09/2023
Permit Issued Date: 10/25/21,23
Issued By: Rhonda Thompson
Current Permit Fees Paid: $525.00 (additional fees may be required upon Installation of system).
Permit Expiration Date: 10/25/2026 (based on dale 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 downs/ope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backlit!of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backlill 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/environmentallonsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
S
MASON COUNTY DATE RECEIVED
' C� — �� C n
COMMUNITY SERVICES ouse 1_S - ED( y
Public Health CommunityHealth/Env Health/Environmental Health) �Y
360 ��t-rea.yw[. SWG 1o1_3 - Ob `1 0
Z (/I
ON-SITE SEWAGE SYSTEM APPLICATION
a z
m n
APPLICANT PHONE m
DAN GRIMM z
c
MAILING ADDRESS-STREET.CITY STATE ZIP CODE 3
10821 SHAWNEE ROAD E PUYALLUP WA 98374 m
m
SITE ADDRESS-STREET CITY.ZIP CODE
704 E MASON LAKE DRIVE SOUT GRAPEVIEW WA 98546 I N
NAME OF DESIGNER PHONE I N
ROBERT H. PAYSSE 360-426-1803
NAME OF INSTALLER PHONE a I J
TBD
PERMITka
e 11 TYPE Ise one) F tFY DRINKING WATER SWOURCE N lO
RESIDENTIALOSS II COMMUNITY 055 COMMERCIALOSS PRIVATE INDIVIDUAL W h ELL PRIVATE TWO-PARTY WELL Z ICO
TYPE OF WORN(select one) D PUBLIC WATER SYSTEM
W.NEWCONSTRUCTION/UPGRADES F REPAIR/REPLACEMENT OTHER DETAILS(select all mat apply) 0 TABLE IX REPAIR I (il
$LSUS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE
InpMITT DESIGN FORM(REQUIRED) I SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I °
EWAIVER(S)(IF APPLICABLE) THREE 0.5 x '
DIRECTIONS TO SITE AND SITE COND'TIONS(ex Iockedgam
RENEWAL OF SWG2019-00411. NO CHANGES. I o
NORTH HWY 3 TO LEFT ON MASON LK RD. FOLLOW TO MASON LK. TURN LEFT ON 2ND MASON O I O
LAKE DR SOUTH. FOLLOW TO APPROX. 0.5 MILES TO A RIGHT TURN ON AN ACCESS ROAD.
FOLLOW ACCESS ROAD TO SEVERAL WATERFRONT SITES. SITE ADDRESS 704 ON RIGHT. 1 I (a
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 I FAILJRE SOURCE)(ot ewn.ng Purposes)
❑VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT °HOME SALE ❑COMPLAINT °OTHER'
INSPECTOR SOIL LOGS COMMENTS I CONDITIONS
V— ‘ eC
_C ' 092023
,i\ k12UCI-00"-li 1 15
SOIL CODES: RECORD DRAv6NGAND INSTALLATION REPORT
V-VERY G=GRAVELLY S=SAND L=LOAM Si=51J C=CLAY E=EXTREMELY R=ROOTS REOL RPO FOR FINAL APPROVAL
'NSPECTOR SIGNATURE DATE APPLICATON EXPIRATION DATE •APPLICATION APPROVED/ISSUED BY DATE
101- -S-126 ce"Nvo 1o(rwA CidLSIz.3
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTYWEBSITE REVISED 1nrzols
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 1 0 8 — 5 0 — 0 0 0 3 9
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. r Scaled layout sketch,including all applicable items on checklist
r Scaled plot plan,including all applicable items on checklist. a Cross-section sketch, including all applicable items on checklist.
This form may be scanned and available for public view an the Mason County Web site.Maximum paper size: /I"X IT'
PARCEL IDENTIFICATION
Permit Number: SWG 707--3 + CaDL tZq Designer's Name: ROBERT H. PAYSSE
Applicant's Name: DAN GRIMM Designer's Phone Number: 360-026-1803
Mailing Address: 10821 SHAWNEE RD E Designer's Address: 3083 E MASON BENSON ROAD
PUYALLUP WA 98374 GRAPEVIEW WA 98546
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑Glendon Biolllrer 0 Sand Filter 0 Mound 0 Sand Lined Drainlield 0 Recirculating Filter.Type:
GAT Aerobic Unit Make/Model NU WATER BNR 500 0 Disinfection Unit Makc/Model Other:
Draintield Type
❑Gravity Ii!f Pressure 0 Trench lit Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms THREE Schedule/Class SCH. 40
Daily Flow: Operating Capacity 270 gpd Length 23 ft
Daily Flow: Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity BNR-500 gal Number 8
Receiving Soil Type(1-6) 3 Separation 2.5 ft
Receiving Soil Appl. Rate 0.8 gpd/ft2 Orifices
Required Primary Area 450 ft' Total Number of Orifices 48
Designed Primary Area 460 g' Diameter 3/16 in
Designed Reserve Area 460 ft2 Spacing 48 in
Trench/Bed Width 10 ft Manifold
Trench/Bed Length 2@ 23 ft Schedule/Class SCH. 40
Elevation Measurements Length 8 ft
Original Drainfield Area Slope 10 / Diameter 1.25 in
New Slope, If Altered 10 / Preferred manifold configuration used? fi'Yes 0 No
Depth of Excavation Up-slope 18 in Transport Pipe
from Original Grade Dawn-slope 6 in Schedule/Class SCH.40
Designed Vertical Separation I.--24+ in Length 250 ft
Gravelless Chambers Required? 0 Yes fd No O Optional Diameter 2 in
Pump Required? gi Yes 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal
Orifice $4_ ft Chamber Capacity 1500 gal
Uppermost Orifice&I Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head 28.32 gpm IFETimer 2'Elapse Meter fi 'Event Counter
Calculated Total Pressure Head _e f- SG ft If Timer: Pump on TBD Jump off TBD
Comments
APPROVED
go 2 C 2nn
YAK', :C•.N'v E'IPIRCti4ESTAL HEALTH
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 1 0 8 — 5 0 -- 0 0 0 3 9
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
El Test hole locations Drainfield orientation and layout Reference depth from original grade:
EZI Soil logs g Trench/bed dimensions and g Septic tank
)21 Property lines critical distances within layout Drainfield cover
gl Existing and proposed wells D-Box/Valve box locations Reference depth from original grade
within 100 ft of property g Septic tank/pump chamber and restrictive strata:
g Measurements to cuts, banks,and locations fd Laterals,trench bed,top and
surface water and critical areas firl Observation port location bottom
• Location and orientation of g Clean-out location 0 Curtain drain collector
curtain drain and all absorption g Manifold placement 0 Sand augmentation
components
g Orifice placement Other cross-section detail:
Location and dimension of g Lateral placement with distance ld Observation ports/clean-outs
primary system and reserve area to edge of bed
m Buildings Other Information
Audible/visual alarm referenced Yes No
1 Direction of slope indicator
g Scale of drawing shown on scale d 0 Design staked out
g Waterlines bar 0 g Recorded Notices attached
g Roads,easements,driveways, g ❑ Waiver(s)attached
parking fd 0 Pump curve attached
g North arrow and scale drawing 0 g Evaluation of failure
shown on scale bar Non-residential justification
❑ El Waste strength
❑ ll Flow
DESIGN APPROVAL
The undersigned designer must be notif by installer at time of installation &1 Yes 0 No
t.� 3 Fin
Signature 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:
Environmental Healt Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved'by Mason County Public Health. (0( �S/�
6
V 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
�• a, v\ AV VACINITYMAP:
�s
1
APPROVED ass
EXlsnnC / ° ��( � OCi 25 2023
YQ
L'PHI.. _ / `� \ kFSO! Sh ES A.€ r- .. — m °
V\I___ `r \� �ET� 4l H[Ali� \\Qonz
RESERVE ��` Ia,: / vv
EXISTING \
PRIMARY
\ I \ 280WELL I
a I
1
l/ / I / \� ••�\\\ /
TRANSPORT LINE, /AI , A A vv j
MAINTAIN SOFT FROM � t\ \\ ?� \ 7\
WELLS \\ 00_ \ -- i '\
/ \ \ •
\
/ \ n\ \ EXISTING \
•'EXISTING SEPTIC TANK V/ILL / . _IwaLr' \ \I
NEW TO BE LOCATED, PUMPED / \ I
OUT AND PROPERLY I \ I I , I
ABANDONED. I \ I \ ,��`�
\ \ 4r. r.
\ / �,€ F g
APPRCX. NEW HOME LOCATION A�� ; �/
\V A v •
L 1A4. a. TH TSB!
EXPIRES
EXIS::.NC CABIN TO BE REPL 4;(-ED /1
POSSIBLE TANKS LOCATION: COA.TTANKS •
\ F `� -- - - APPROX. OHWM
W/ WATERPROOF BARRIER & TEST FOR r/
LEAKS IF WITHIN SOFT OF SHORELINE. \
INSTALLAIIO\0ESCN ER.SIGNOFF/ASB1P LTEE W:LL MASON LAKE
BE CHAAGE9 A. -.h,E OF.NSTAL'.),ion
o CUSTOIMER: DM'GR1MM SCALE:I:40
PIONEvit DIGGING, INC. £ 1P4RJL#:22108-50-00039 TEST HOLE I: TEST HOLE2.
vI FDIC DESIGNSk ADDRESS: 704E MASON LK DRs 0-42GI5 0-14GL5
42+TILL I450 CMS
3M3I' \ , .� D GhLPClEW 0, ax>lo k: DESIGNER: ROBERT PAYSSE RJOTS-42 R001S-50
s., widJ; F+c iE0-42%).3Si DEIGN PAGE OF NO TILL
APPROVED
OCT 25 2023
rC $SERVF,TION PORT/ CLEANOUT n;,SC,, CCLYI`:EN JSO ME4T,L HEAL
RET
a-- - a -e3— _ - 10 -
15" -- u-$— c? 9 cb I 0 „ 0 0
Ith
Q —•YEo 30" -- N 0 0 0
nn
N
u 0 0 0 1 0 0 0
0 0 0 0 0 0
1
—u 0 0 0 o u
0
} — - I ��
$1A:JIFOLD W/ RISER OR F$.-
VALVE FOX TO FIN SHED GRADE F$m
o-""' �i:
1.25" FEEDER LINES `
.
Fii t g_ f
d .s
d
EXPIRES
�
i Lie,I OMER: DAN GRIMM SCALE:1.10
PIONEER. DIGGING, INC. PARCEL a:22108-5000039 TEST ROLE I: TEST HOLE 2
SEPIIC_ DESIGNS ADDRL3: 704E MASONLKDRS 042G GLS
42+TILL I450CMS
30R3 E MA, \LiF'S.`\I D GRAI'.•vIFW W.A 93510 DESIGNER'. ROBERT PAYSSE ROTS N2 ROOTS-50
OTCF 3 12o-B 13 EA •3(.042-2353 DESIGN PAGE OF NO TILL
ORIG. GRADE
CLEAN OUT
I-'OI`-' ?C::T
I
'.c: % ry FILTER
r
' t FABRIC
�r; . , . . . . ., _j. , . . . . , ., .i . . i. -
a ,GLUED TEE — WASHED ROCK
I ;s
m I �
1
REST. LAYER
THREADED CAP
RI ER , `
1 16" ORIFICES
�/ W/ SHIELDS
‘1111111111•41\id':
1
- - . / 90` 5WEEP 11 I1s1 1 • I i 1 • •=
7. '\\ T / � IIf1111 1111"
BALL VAL:E GLUED TEE
7_" TR? NSPORT LINE
APPROVED
OCT 25202'3
YASO COX)/ES'elRO54E1'4'L HEALTH
RET
w „
sE
PIOLL-LL, JIGGING, INCZ E I'4IL 00 t2210 0 GRIMM IV TEST HOLE I. TEST HOLE2
SL.' LI:_ DESIGNS 1 ADDRESS: 704 E MASON LK DRS O42GL5 O14GL5
42+TILL 1450 GMS
3083 L w - ‘ l\\ y, ,e851, I DESIGNER: ROBERT PAYSSE ROOTS 42 ROOTS-50
o .-1 2.. 1 E \A .. :1 2 q 1DNIGN PAGE OF NO TILL
CLA
— i Eo ..,-\ OPT 89A N 330380BLCDOL a.TO.
I = _
.30 IC PYLORI_NE
:74
l t c P -�_/__ 3"C
J
I:,l = .�-(noire„s_.uo., ..
1 ,1 • o,„w.
// �..
O\ S , I<..1 1 9 .. r
Ap ST
.3. C3�Il77MAL cTANA ,w0CE5Eti '' �,� A
APPROVE ` ''PALL` .
. ..f1 M� .. a. .. . X
= P -
RE MASON CC„V°E T1RCVyENTALHEALTH i0 'c
°
ACCESS J-. RE IT E%PIRE6 ..........3 313��I'
OC
''.'1/NIATF_!j PA:\'EL — _.-i. 8 24„RIBBED RISERS
VA'/ I ,I�'tEl4
W/WATER TIGHT LIDS
A A - - I FINISHED GRADE
R. VAL INCA<W - 00
E MI
oNo TRANSPORT LINE
( 1 'l UNION & BALL VALVE
{ . al, F'IM
T " OOCALLON WA TER7/6H7
''.\T5 l ;ONC L-TEPUMP TANK lI
I (_d.5 GAL /IN.)
"i II * CHECK VALVE
1 HICH WATER FLOAT II
r •
ON, JFF FLOAT •'
USE RUBBER
CRO,METS FOR
PI 'AP BUCKET ' • RANSPORT LINE
I —
I AND ELECTRICAL
_ _—._..,__ . .. - . . ON RISERS. MAKE
- ` SURE ALL HOLES
ARE WATER-TIGHT
PAC -� 1 D\11-R: DAN GRIMM SCALE NA
� 11
..I 2108-90-00039 INSTALL TANKS ON ORIGINAL OR
DEC 9DDRE_: 704EMAS0N 1 Ap,DRIVES COMPACT ED LEVEL SOILS. RUN CROSS
308E, • - 0 ) '�, 8 \081)RD DESIG\ER: ROBERTPAYSSE CONNECTIONS INTO ORIGINAL SOI LS TO
0'2s3 ! ODIC AF*CIS. OF AVOID SETTLING.
ORIFICE INFORMATION&GPM
LATERAL# LENGTH(FT) ORIFICE # ORIFICES DIST.TO 1ST
SPACING ORIFICE
1 23 4 6 18"
2 23 4 6 18"
3 23 4 6 18"
4 23 4 6 18"
5 23 4 6 18"
6 23 4 6 18"
7 23 4 6 18"
8 23 4 6 18"
TOTAL LATERAL LENGTH 184
TOTAL#ORIFICES 48
ORIFICE OUTPUT 0.59
GPM 28.32
DYNAMIC HEAD
PVC SECTION LENGTH(FT) FEEDER TOTAL ORIFICES HEAD(FT)
LINE LENGTH
2"TRANSPORT PIPE 250 NA NA 48 3.50
LATERAL#1 23 2 25 6 0.05
LATERAL#2 23 4 27 6 0.06
LATERAL#3 23 6 29 6 0.06
LATERAL#4 23 8 31 6 0.07
LATERAL#5 23 2 25 6 0.05
LATERAL#6 23 4 27 6 0.06
LATERAL#7 23 6 29 6 0.06
LATERAL#8 23 8 31 6 0.07
TOTAL FRICTION LOSS 3.98
ELEVATION CHANGE APPROVED 24
RESIDUAL HEAD OCT 25 2023 2
TOTAL DYNAMIC HEAD 2998
kl4509 r:ThrY Eli aCY4E TALHEALTH "X
v.
RET '�I•t..
0I'
MM
PIONEER DIGGING, INC. PA F1.4)2 DANC0039
PARCFl.x:22108-s0-00039 '1',`-,,: ¢ .�
SEPTIC DESIGNS ADDRE.SS: 704E MASON LKDRS AID
3083 LMASON B N RD. GRAPFVIILW,WA 98546 DESIGNER: ROBERT PAYSSE 4 _ �i.R?ssr.�
OFFICE 300-46Iffi13 FAN 3000 7-2353 DESIGN CAGE OF EXPLRES -
I1-50L FL60- & FL70-SERIES
L PL SPECIFICATIONS
EXTERNAL CONSTRUCI7ON: FL5O/FL60/FL70
Pump Volute andlegs-Gray iron casting class 25 PERFORMANCE CURVE 60 Hz.
Motor Cover-Gray iron casting class 25.AN cast- v,..
ings shall be powder coated for corrosion resis- 0 38 114 wlee"
zss 341
tance prior to assembly. 80I
Fasteners-all fasteners shall be 300-series 7°' r�iu -- --- -zv3
stainless steel. - .. .
MOTOR B0 . _ . . . _.-. ,e3
Submersible 3450 RPM,oil filled and hermetically
sealed.Class B insulation rating.17-4 PH stain- ' _ - @
less steel rotor shaft.Thermal ° - . " - • -,z.z
y protected on i _
single phase models.Three phase models shall j 30 - '�s+
have overloads incorporated into the control _
panel,properly sized for the horsepower and
amperage of pump.
IMPELLER 1°' I rsp
Cast iron-class 25,semi-open design capable o • - -
of passing a minimum 3/4"solids. 0 zo 3b s.G I eo - lg w ep ,op°
w.p80
in
SHAFT SEAL Coax Ae7OMgla/ weOHT
MODCarbon/ceramic unitized design with BUNA N � PHA AMPS LEWD py MANUAL oe.J
elastomers and stainless steel housing. FL51A 1/2 115 1 12.0 10' Automatic 53
POWER CORD •
FL51A-2 1/2 115 1 12.0 25' Automatic 55
FL51A-3 1/2 115 1 12.0 35' Automatic 58
10'cord length-Standard.Quick-disconnect FL51M 1/2 115 1 12.0 10' Manual 52
designallowsforeasyfieldreplacement. FL51M-2 1/2 115 1 12.0 25' Manual 53
Optional lengths available per chart. FL51 M-3 1/2 115 1 12.0 35' Manual 55
LEVEL CONTROL FL52A 1/2 208-230 1 6.5 10' Automatic 53
FL52A-2 1/2 208-230 1 6.5 25' Automatic 55
Automatic models shall be controlled by an FL52A-3 1/2 208-230 1 6.5 35' Automatic 58
adjustable wide-angle style switch sealed in a FL52M 1/2 208-230 1 6.5 10' Manual 52
polymeric float.A series piggy-back style plug FL52M-2 1/2 208-230 1 6.5 25' Manual 53
shall be provided to allow for manual bypass FL52M-3 1/2 208-230 1 6.5 35' Manual 55
operation.
DISCHARGE FL62A 6/10 208-230 1 8.2 10' Automatic 53
FL62A-2 6/10 208-230 1 8.2 25' Automatic 55
2"FNPT with a 1-1/2"FNPT threaded cast FL62A-3 6/10 208-230 1 8.2 35' Automatic 58
iron flange provided. FL62M 6/10 208-230 1 8.2 10' Manual 52
FL62M-2 6/10 208-230 1 8.2 25' Manual 53
DIMENSIONAL DATA FL62M-3 6/10 208-230 1 8.2 35' Manual 58
FL63M-2 6/10 208-230 3 5.6 25' Manual 55
Height 16.4" Width:11.2" FL83M-3 6/10 208-230 3 5.6 35' Manual 57
(manual models) FL64M-2 6/10 440-480 3 2.8 25' Manual 55
FL64M-3 6/10 440-480 3 2.8 35' Manual 57
Maximum Fluid Temperature: 140"F.
FL72A 3/4 208-230 1 10.5 10' Automatic 53
A PPRFL72A-2 3/4 208-230 1 10.5 25' Automatic 55
oVED FL72M3 34 208230 1 10.5 0' AManuac 52
OCT 25 2023 FL72M-2 3/4 208-230 1 10.5 25' Manual 53
58
MAJ�4 f FL72M-3 3/4 208-230 1 10.5 35' Manual 58
c..JBTfE�'1,IR^NMEpsq�N FL73M-2 3/4 208-230 3 7.5 25' Manual 55
rU: PE7 EALTH FL73M-3 3/4 208-230 3 7.5 35' Manual 57
kirrer erg FL74M-2 3/4 440-480 3 3.5 25' Manual 55
u
e c�Ius Certified FL74M-3 3/4 440-480 3 3.5 35' Manual 57 `-
Specifications.uawl b cl,Wewihout notice.
L16811.18 Pumps• 7000 Apple Tree Avenue•Bergen,New York 14416•Phone 800-543-2550 Par(685)494-1839
www.libertypumps.com Copyright C liberty Pumps.Inc.2013
All rights reserved. LLIT 2800 R01/13
•
Installation & System Notes
1. Installer must contact designer for final inspection of the installation prior to cover. MI 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 SOft 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 loft 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 operation and maintenance
information, refer to Mason County Public Health Homeowner's Manual,which should be received after installation approval.
14.System owner should be cautious of landscaping around septic componegA laFtssJro R V E D
can cause premature failure of the drainfield area. In addition, bushes and trees should bdrept
p2�23
away from lids and other septic maintenance points. y
15. Changes made at time of installation may impact designer calculations,, p'amp ng,any 'AL
compliance w/county and state requirements. Contact designer prior to install w/any RET ry
proposed variations from design. Changes may result in additional fees and permitting. y ..
-ti
GRIMM
PIONEER DIGGING, INC k EL'=,1;2 8 0631i , _F... .
SEPTIC DESIGNS vDDRI 704E MASON DC DR S
ft , _�
3(83 IL\t\aON BLN>ON RD. CK VI<II33,33.4 9b53P DI>I(INI Il_ ROBERT PAYSSE
OFFICE 3(30 I2o IR,`3 IA\ 3P0 4.72353 DHICA NCI: NOTES