HomeMy WebLinkAboutSWG2024-00148 - SWG Application / Design - 4/12/2024 MASON COUNTY 415Nfi SHELTON: '0427 670,EXT
SHELTON:360-27544]0,EXT 400
BELFAIR:380-275448],EXT 400
Public Health & Human Services ELMA:360462-5269,EXT 400
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FAX 360427-7787
On-Site Sewage System Permit: SWG2024-00148
APPLICANT EMPIRE HOME CONSTRUCTION Phone: 360-751-1745
Address: PO BOX 241 KELSO, WA 98626
OWNER EMPIRE HOME CONSTRUCTION Phone: 360-751-1745
Address: PO BOX 241 KELSO, WA 98626
SEPTIC DESIGNER PAULA JOHNSON• Phone: 360-898-2255
Address: 171 E VUECREST DRIVE UNION,WA 98592
SEWAGE INSTALLER ALLAN KIRK' Phone: 360426-0574
Address: 30 E WILCHAR BLVD SHELTON,WA 98584
Site Address: XXX Bridger Ln
Primary Parcel Number: 320215304035
Permit Description: 3-bedroom pressure system
Permit Submitted Date: 04/1 212 0 2 4
Permit Issued Date: 05/06/2024
Issued By: David Anderson
Current Permit Fees Paid: $540.00 (addmmai reea may be required upon mnanaroa ol:y:rem).
Permit Expiration Date: 0 4/1 812 0 2 7 (batted 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 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/onsiteloss-inspection-request.php or call:
360-427-9670,extension 400.
OFFICIAL USE ONLY
tERiCkMFD:
MASON COUNTY Z "
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COMMUNITY SERVICES H
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PWL WSM ICummunrJry XeYWEIMmnmemallWlLN G N
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ON-SITE SEWAGE SYSTEM APPLICATION > A
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APPLICANT PmOxE M
Empire Home Construction (360)751-8062
MANNG MOOMM-STREET CItt.STATE ZIP CODE 3
P.O. Box 241 Kelso WA 98626 o z
SI EADDRESS-STNEFF QW LPCOCE M
E Bridger Ln Shelton WA 98584 m I� '
N1ME Cf DESIGNER P ONE •N'x
N
Arrow Septic Designs (360)898-2255
NAME OF NSTA� �NE
o I�
Mason County Excavating (360)490-3144 I N
PERNITIPE._, C DRCiNKINGWAT WURCE C' O
�RESIpENTIAL DSS FIICOMMUNRT OSS GUCOMMERCW.OSS LL.PRIVATE INOIVIOVAL WELL LLPRIVATE TNAPARTY WELL 2 I '
TYPpE'OE VAAK IS.Ix+m.l C PUBLIC WATER SYSTEM
JENEWCONSTRUCTIONIUPGRADES LyREPAIRIREPIACEMENT O:XERDETAL6p.rtl WlMa ) oTASEIX REPAIR IUI
SU.n A. ❑SURFACINGSEWAGE ClEXISTINGFAILURE OSHOREUNE
JZIOESIGN FORM(REOUIREO) IKSEPTIC DESIGN(REOUIREO) eEDRodn6 LOT WE r I W
§[IW VER(S)(IFAPPUCABLE) 3BR .23 acres 0
Ia
DIR ECT loxs:o scE AxD srF conortlons.a,.lo�na SMI
Go out Hwy 3 and turn (R) onto E Agate Rd.Turn (R)onto E Crestview Dr. E Crestview Dr A I A
turns slightly(L)and becomes E Shorecrest Dr. Destination on (L).Yellow sign: "Empire C I c
Homes."
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Sf1EMWi9EfflIXi£O GNWIMFIN AOAD AMO TEST XOLE9 MUSTBE M6GED KTM TESTXWENOtlBEAS
OFFICIAL USE ONLY BELOW THIS LINE
U FGRADE/FAILURESWRGE(bnPomrq WFu"q
❑VOLUNTARY QIMINTENANLE/PUMPING D BUILDING PERMIT CIHOMESALE ODOMPLAINT OOTHER.
SPECMRSOILLCG6 (�� CCM4ENi5r CONDITIONS
701:0-3q, trs R(�
39-W t#45
4f•6j 5/L brHom
37- 63SCI S✓G `' Fir
AE W DwvnxG AVD wsrAwimx REPDm
VcoDES:
V. FAY G=GRAVELLY $=69ND L•LOAl1 Se81LT GCIRY E=E%FPEMFIY R•ROOT6 REQUIRED FOR FLWLAPPRWAI
INSPE R$1 URE WTE APPLICAT/ONEPIRFONNW/E APPU AGPROVED'ISSUED BY 7 d`
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON OOUNTYWEBERE REVISED I$O(aG4
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DESIGN FORM—PACE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 3 — 0 4 0 3 5
A design will be reviewed when 3 comes of each of the following are submitted:
•Completed design form that has been signed and dated v Scaled layout sketch,including all applicable items on checklist
Scaled plot plan,including all applicable items On checklist. v Cross-section sketch,including all applicable items an checklist.
This form may he scanned and available for public view on the Mason County web srte.lvtarimum Paper size: 11"X 17"
PARCEL TDENTDPfCATION
2024-00148 Designer's Name: Arrow Septic Designs,Inc
PermitNumber SIG (3g0)86g-2255
Applicant's Name: Empire Home Construction Designer's Phone Number.
P.O.Box 241 Designer's Address: 171 E Vuecrest Dr
Mailing Address: Union, WA 98fi92
Kelso WA 9851fi
City Store Zi City Stat ZI
DESIGN:PARAMETERS / -
Treatment Device `a7
❑Glendon Biotilter ❑Send Filter Cl Mound ❑Sand Lined DrainSeld ❑Recirculating Filter.Type: O
❑[lisidkction Uvit Make/Model Otiter.
❑Aerobic Unit Ma calel `
Drainfield Type CF/
Gravity❑ It Pressure Trench ❑Bed ❑Sub S
Septic Tank/Drainfield Specifications Laterals
Number ofBedraoms
3 ✓ Schedule/Class 40 C
Daily Flow:Operating Capacity 270 gpd Length
33.5 — ft
Daily Flow:DesignFlow 360 � gp4 Drarnett 1.25 in
r 6 s
Septic Tank Capacity(working) 1,200 gal Number `
Receiving Soil Type(1-6) 4 Separation
5 ft
Receiving Soil Appl.Rate 0.6 gpd/fl- Orifices
Required Primary Area 600 it? Total Number of Orifices 42
Designed Primary Area
803 ft Diameter 3116 in
Designed Reserve Area 603 ft' Spacing 60 in
TrenchBed Width 3 / ft Manifold
TrmchB.dLength 201ft Schedule/Class 40
Elevation Measurements Length
header h
Original Drainfield Area Slope
12 /o Diameter 1.25 in
New Slope,IfAl[ered 12 % Preferred manifold configuration used? 6dYes ❑No
u 1 7B -T in Transport Pipe
Depth ofExc ivation Ps ope
from Original Grade gown-slope 11 in Schedule/Claas 40 a 1
Designed Vertical Separation 24+ v in Length 50 ft
Gravelless Chambers Required? ❑Yes Cl No S(Optional Diameter 2 in
Pump Required? Ed Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoses/day,
4 ,
Dill in Elevation Between Pump&Uppermost Orifice 5 8 Dose quantity t 0 / �
2 g Chamber Capacity(flood)
Dminfield Squirt Height/Selected Residual(head) Pump controls:Plea check those required-
Uppermost
Orifice Higher ❑Lower than Pump Shutoff Pump
Capacity Q Total Pressure Head 24.78 gpm Timer Elapse Meter �6 hours
Counter
Calculated Toml presume Head
8.36 ft If Timer: Pump on 2 rnlnums .poop Off-
Comments
hours
Comments
t -W -
DESIGN FORM-PAGE TWO Assessor's Parcel Number:3 2 0 2 1 - 5 3 - 0 4 0 3 5
Permit Number: SWG
DESIGN CHECKLISTS
r[3Existing
Plot Plan Scaled Layout Sketch Cross-Section Sketch
hole locations 10 Dramfield orientation and layout Reference depth from original grade:
logs RI Trench/bed dimensions and Ef Septic tank
id perty lines critical distances within layout 19 Drainfield cover
and proposed wells 11 D-BoxNalve box locations Reference depth from original grade
in 100 it of property R1 Septic tank/pump chamber and restrictive strata:
19 Measurements to cuts,banks,and locations [Z laterals,trench bed,top and
surface water and critical areas 0 Observation port location bottom
❑ Curtain drain collector
❑ Location and orientation rp 11 Manifold
placement
❑ Sand augmentation
curtain drain and all absorption � Manifold placement
components 10 Orifice placement Other cross-section detail:
Gd Location and dimension of R1 Lateral placement with distance R1 Observation ports/clean-Outs
primary system and reserve area to edge of bed Other Information
19 Buildings R1 Audible/vis al referenced Yes No
m Direction of slope indicator R1 Scale of d r g , on scale ❑ Design staked out
16 Waterlines bar ,r ❑ If Recorded Notices attached
16 Roads,easements,driveways, sor •a ❑ Rr Waiver(s)attached
parking • Eg ❑Pump curve attached
f. . 11 [I E6 Evaluation of failure
m North wow and scale drawing -
shownonscalebar "''��PAULA IUYaJONNaON Non-re31d¢n[I811Ya[1RCadnn
❑ 56 Waste suength
aen r ❑ Rf Flow
DESIGN APPROVAL
iThe undersigned designer in fy�d bydnstaller at time of installation Rl Yes ❑ No
— Signature YiA` `e�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-si 0-regulations:
5���70Z y MAY p 6Envirlohmicrital Health 70?y
Dal-
CAUTION: DESIGN APPROVAL IS VALID ONLY alist �UNDER---THEFOLLOWING COND Tf l`MfNrq/{.
✓ The design is stamped"Approved"by Mason County Public Health. I/
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: '//S Zd
✓ 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 re uired.
This form maybe scanned and available for public view on the Mason County Web site.dared Date: 12/7Y2015
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APPR® V a)
MAY 0 6 2024
MASON COUNTY E.NVIP,ONMENTAL HEAITP
DJA
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PLOT PLAN
Ln
K 20� pRIVEW Ay N EfA?IRr•. ome CANCT&U[4MN
PAczc e L w-32,67.h 53'Oko-5
k kx BRIDC�EI21 N.
a� x� g,
25'
O °
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#\~ 0- 39° FS
LMMS
� � � 6 4q- 65'SiLtobo�om
r, ���o•39"sL
/ tnlN 39 �WS L cam 1'eL�
?5 / Save (6) 3'x33.5'FatTlAN"
�nla DF -T(LEN c),{E S &
DRa�Nrrt2�D n& \NCMc cry
VE
AS Skl aw
Brq�k
00,
-- E, S+IOfaEG(a.ES1 DR— e
Kew:
Audio-Visual Alarm
O
PAULq spy JOHNSpN sib
Cleanout _L s -M Npf1`
1200 Gallon Septic Tank �SY�
2-Compartment with
Effluent Filter -
O1000 Gallon Pump Chamber
OS Valve Control Box I.�( t: ,,�
(1 3.sT J. Wtramn L.A'30
0
^a � 6b)c vT�" 1-is,ice
J g�9 -; - 1
5
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Note: "ic lTrench Layout)a�5. O-Observation Port—to be 4"perfotated
PVC pipe from bottom oftrench to finished
O 3 grade. A removable cap shall be installed on
33.$ observation port pipe. Glue`T"on bottom
so pipe can't be removed.
a Minimum of b in system,at end of each trench.
Laterals are to be centered in trenches.
u
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P *oss- MAY O62024
t* f i' !"ACOIJ COUNTY ENVIRON
%y .` stomty DJA MENTAL HEALTH
' jPPAULAgrJOY JOMNSON 4
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nntes $CaRsS is tD
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A Filar R6r� (�RRDK C<p
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fs "Oahe.
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/ 3/4• to 2'l 1d"
II ' 2-t2' � t35 laMre
fblG end 10 t0 T(r e b a R.i! btle�
36 M t :fWea W'ex• Mai*Vf6 � Rabe: Civt 03:
<' r+
-.*X* ar Ire u,,
l.w.n�s. per. A..>•0 N
Droinfield Cross-Section View C3EC} 898-22S5
`^ (1 w Te Stale
V �
M4O2
Length Orifice # Distance from Distance from
Lateral# Ft) Spacing Orifices Feeder Line In. Cleanout In.
1 33.5 60 7 21 21
2 33.5 60 7 21 21
3 33.5 60 7 21 21
4 33.5 60 7 21 21
5 33.5 60 7 21 216 33.5 60 7 21 21
Total Lateral Length 201
Total#Orifices 42 GPM= 24.78
Dynamic Head Calculations
Selected residual pressure: 2 ft
Length(Ft) #Orifices
Transport Pipe 50 42 0.55 fl.
Feeder Total
Lateral Line Length
Lateral#1 33.5 2 35.5 7 0.10 ft.
Lateral#2 33.5 7 40.5 7 0.12 ft.
Lateral#3 33.5 12 45.5 7 0.13 ft. j
Lateral#4 33.5 17 50.5 7 0.14 ft.
Lateral#5 33.5 22 55.5 7 0.16 ft.
Lateral#6 33.5 27 60.5 7 0.17 ft.
Total Elevation Lift 5.00 ft.
Total Dynamic Head 8.36 R
r •+
' ,P4ULA JOy j HNaON
axggas
, Pr ,
5r9�'FJ
.M Bronze construction available(139 series)
High head version available(145 series)
`�• • Double shah sealvemiens available for added protection
°n models 140/145.
information,Flow-Mate
Formore information,See Technical DON Sheets fM2182.FM2]83.
In high head dewatering or effluent
applications where pumping g a
performance is critical, this robust _ i e ,vrvuxaaiawcrMere
coem
vxra
family of pumps is known for reliability,
durability and performance. These
pumps are especially suited for harsh
environments.Zoelle's cool run design
and corrosiorx-resistant powder coated
epoxy finish add up to a long-lasting
tmuble-free product
APPLICATIOMB: Y
STEP or.rite appliwnons !„
• watertmnsfer 4
Light commercial dewarerng
m
BPELIFlCATIDNB:
• 14/1-NPT discharge
• 1/2 HP through l HP ° MADE IN WE USA
• Available in automatic or nonautomatic iBNlsonnuumiD
• Model 137,139.140:1/2'(12 mm)spherical solid, ,
capacity with vortex impeller -
Model 145:3/4'(19 mm)spherical solids capacity with • v-
vorteximpetler 161°'°
PUNIP PERFO NCECURVE
se-Mate OR E9aI�AT MODE 151/ 52153
N
This is our fastest growing line of effluent v M to
pumps.The 150 series is truly a workhorse
designed for reliability under extreme Ix M
conditions in an effluent environment.
150 series pump curves cover a wide range 19 no
of applications. They are well suited to s• x
applications with low pressure pipe(LPP) S 9 z9 ISI
and enhanced flow STEP systems.Zoeller's
cool run design and corrosion-resistant, a m
powder coated epoxy finish, in addition
to the hermetically sealed,oil-filled motor Ts
and non-clogging vortex impeller add up to
a long-tasting trouble-tree product. 1n
APPLICATIONS: a
STEP or onsite applications � p
MAA�N"EVW t0 A b 1l O )0 90 1W
Light commerciat dewatering GA`Uw$
B PECIF..Dun: �mP9 0 •o •m coo NO m coo
P• E .!ININUTE >+wf
NPT discharge p
• 3/10 HP through 1/2 HP
Available in nonautomatic or with a variable gel t "rJ �"
piggyback mechanical switch .�.
• 112' mmispheda!solids capadty with vort Mq yex Q
thermopoplastic imPelier �l�Zy
Formore information,see Technical Date Sheet FM2]84. lryc'iy'�c
®All rights reserved. ZOELLER PUMP CO. 1502-]]8-27311800.918-T88T 1zoedepj,Ail�sxeeiy*q� N�.gC rfl 9
24'MAWM
Acem RISER
:KAMM
ED APPOM
MTN
sopcErmii
MAY 0 6 2024
NAME Wo 64 CN COUNTY ENVIRONMENTAL HEALTH
DJA
ao wrrm GAS 73momom vp�
ACCESS RISER
FEIM GRADE
ROK SEMIC
TANK
VALVE
HZEBWATIRALARKLE6 IV 7=%
V-�
--w -RmGSQ&ww
WCRKWG -
LCATSM
PLOAT
mouwrlm
CHECK VALVE SmAgim-
AS hEISPED
FIGURE 2
be on me Dect of Hea:�- rist e. neFir—,�W 9=ink&
and�7=U%CWW mscP9 � of
am,wSepUc 1�eai
EtiST?c L-ATIO\&MAINTE\ANCE v sic
P1:ss=e DsTberfion SySu s
Sf 0c3ag r� y UlA JOY JOHNSaN '(A
1. iasta • l atmis Wit,=nto or the 970=--
wel guts
2. incLtrenchiapeor1.O t-e ac*znSetdtatea's
3. Tncfnet locator tax or MOM-at arch w.=e_ - t -ea',_�„� ::is z=d of each,
4. ssmil observaon por's as'wicased oar t�+e plot p=n• One . .
_lel-M: t'W'
t S Alai, old WrtI1 bq%+^.m 'An' g`'�the a,nraCy:�d r--O S^v- r_to.
-a2E2P: t' Y .•mave3 f'aII 2r0'-L�. -S
"T'to bOttOII 50 ObServ+aa Part GE—C.are ePSL....�
Te=ovable cap on sap of parr a1 Seal Bade
5. Ins'aL c_air,�eid'ty^�d7,'vreatns and sou wactaS; ;%scll>—ems*'= 0e
elmv*�edby ha_d'-old^-g. t� t�, :< < to w • ;1,;�ches
6. Lst_l thrrreader da,e -o"ts at the end c aH ia!a- �-s =ss z ..-
fi
of 5,=shed Wade a=c be=iLed w�=' Ic;zccr tape -eba= -
7. IrstaA math,/visual high wazer Leval alarm. _
8. l:sta<' 1/8"mesh aonror,osive p,—p s^re- in,(m . 12 s4. sul-Ze Wee,not to tz1-we
w1Lh coatols or r^eats.; `Jr pnmp scr.—sap be sn^;`tre.^w`_L Bio-'I"wz i*seodc*u.
A.111 b'o-tibe eve 6-'2 moSLS and LI'iiii back,_,^v ti'._lc
9. install anti-siphcn valve above-a'ump :up chamber to prevent me pump ct+aacer
fro=siphoning into the dzz�&-ld
10.T,=Il check valve_P=-o O�det'_e to rtevm-,n ste=from d, '^in bac2 inm the
IIILn Comber.
11.Tee to Tee cons—Ion oc!1veC_^laterals and m"I :d w?Tt or*,ces allem'eaai a o'c;oCK_
scsts;, laterals to =anifold wtiji t to oPEcass at 12 c'coC4 (do nor g113e),after vressume
test and Env_o rtai Health Dep_approval,7L=or-ces dour,6 o'clocki and glee
tarG252o mam—,, Old 0-'+ ce shields? "V be used Witt-o^Pcw in the 12 o'clock DOS1hon
in lice:of t -dng the a_5.ces down to-he 6 o'clock nosi`=
12--Futer&brie mmzL-ed aver chain rock prior to back`HZ�T Lire&tin rock ertends above
natural grade,nm-He Mter Babric at leas 2 aches dowm-he Ica war?
13.FMCM aL wafer-as w:t*_r 1 C' ec =-f,-d and=der s y d..,v a
14.Aver!Z storm wac:=ao�away 4om on- rt=szwage syStem
15.No chin dry a.Lio•wed wit=_, 10' of the np-sear edge or 3„- .,fthe down,-slcx edge
of the draianeld aac rserve arcs_
16-Nave the seotc tans and p"„—p ena*^bw-y`pee or, inspected ev_w 3 to s y�5.
17-No vehicular tlavc over Grainfield arm y
18. t�pect Soar, clean�'�s,and lst ugh cry*�vel aa:—ever: 6-._=ont35 as n-._ded.
19.AH mart=-its and wo•,<,*�*+rah;n tars!meek Cv=w a,d Stage rog, ors.
20.DevisEon fro_th' design,wit .nror approval from fee Desixiw and Mason. Co,mty
Eev===ta_^_'ear Department will*sa'¢e<f+s design s-and void"
21.v m-anbole Las and access: saxnpliing or±nsJ&vton pom*=ss-"rave locs_.g ccvcs eaa
be locssad.S o. n level.
22.AL prOST=e sys!eo s wit=a p,,,,,-cobs a-,tet highs teal t= ILI -field - rZ h ve a
1/8"hole d:2led in the discharge pipe above--I—vuzcp to p we:t siphosg.
23.All?snspo_^.lints_3er vew-ays or pa- seas=u.be encased w peeve=c.-�`�e.
24.Homeowner s resaorsibL=.'.;:aL'arepC.y,�-s- �•
!Asa/ MAY 06 2�74
CC�hryfhvlq N7dENiAL HFA!TH