HomeMy WebLinkAboutSWG2019-00486 - SWG Application / Design - 12/2/2019 415 N 6TH STREET,SHELTON,WA 96584
MASON COUNTY SHELTON,3 6 0427-9 6 7 0,EXT 400
COMMUNITY SERVICES BELFAIR.360-275-4467,EXT 4co
n.�e a.oy urn.mm.m, �.��a r wm ELMA'360482-5269,EXT 400
FAX 360427-7787
On-Site Sewage System Permit: SWG2019-00486
APPLICANT LYNDA WALLEY Phone: 360-561-5067
Address: 8653 BAINBRIDGE LOOP NE LACEY,WA 98516-6272
CONTRACTOR Allied Design Inc. Phone: 360-830-3508
Address: PO Box 564 SEABECK, WA 98380
OWNER LYNDAWALLEY Phone: 360-561-5067
Address: 8653 BAINBRIDGE LOOP NE LACEY,WA 98516-6272
Site Address: 3640 E MASON LAKE DR W,GRAPEVIEW 98546
Primary Parcel Number: 221055100038
Permit Description: 2 BEDROOM TANK REPAIR
Permit Submitted Dale: 12/02/2019
Permit Issued Dale: 12/10/2019
Issued By: Luke Cencula
Current Permit Fees Paid. $220.00 (additional loesmav 6e required upon maaauae000tTys1em)-
Permit Expiration Dale'. 12/10/2020 (based on date of nspemion)
Permit Conditions:
i Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
2 Mason County Asbuilt Form&Record Drawing must be submitted for final installation
approval.
3 Maintain minimum of 1'setback of new tanks from property line.
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,call 360-427-9670, extension 400.
OFFICIAL USE ONLY--
MASON COUNTY h L
m D
0 11.1 1 1"], ", DR 0
COMMUNITY SERVICES aao p
PRIER I -y LIABIR 111R.11111111 AllUll. -
SWG _ O/ —_ oDYc6 ° So
ON-SITE SEWAGE TANK ONLY APPLICATION
D p
BE n
m
'HONE ✓ 6� S(26 / z
C
NAILIN DDREss.LTpFET CITY STATE ZIPCOpDE 7 p 3
�7/AP �a� /w/Cv
m
x/
_ A
saEAwRLsssrzEEr CITY ZIP CORE T
6 �D %a6yr Laic' %r W� Grp.✓rFw h/A Q�S7f6 �s�
ME JF HAS GIVER - PHONE
1 Cl NSTAQ o I—
CVATEF So
RPE
p
❑ NEW CONSTRUCTION I UPGRADES ,((REPAIR)REPLACEMENT D� PRIVATEINDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z 1^
- ❑ PUBLIC WATER SYSTEM
ORUSTENTLSITOBERE=IAEEDY NSTALIFD _
"� SEP➢C TANK !PUMPTANK ❑RV HOLDINGTANK BEDROOMS LO
$ OTHER rm C >rn%/rr/7im er _ �. IT b 77 s' DO `
A
i ILS. d pagl p( N .,5 B G CHIX EDS� r0
❑ SURFACING SEWAGEµ
0 EXISTING FAILURE SHORELItAP Q1 IOOFT PUBLIC,COMMUNITY WELLS V
SOFT PRIVATE WELLS.SURFACE WATERS STREAMS.RIVERS
S W PLOT PLAN IREQUIRED! TANK CROSS SECTION IS SOUREST ® !OFT,DRINKING WATER SUPPLY LINES FRV
PUMP DETAILS fIF APPLICABLE) §1 WAIVER(S)(IF APPLICABLE! 0 5FTH PROPERTY!EASEMENT LINES.FOUNDATIONS.FOOTINGS
O
o
PLO-P_INCHEEKLIST 0 PROPERTY LINES AND EASEMENTS p1 y(
EXISTING/PROPOSED STRUCTU RES 0E%ISTINGl PROPOSED OSS COMPONENTS AND LINES -B
Ly WELLS WITHIN IOOFT JN WATER SUPPLY LINES X DRIVEWAYS!PARKIINNG ❑ SURFACE WATERS.STREAMS.RIVERS.ETC.. VO
�{DIRECTION OF SLOPEICONTOURS ❑ PERIMETER!CURTAIN DRAINS pNORTHARROW K SCALE BAR
RFCTINNS TO SITE AND 511E CONDIr VNE le n kea� yalel
7as�H wy� 3�Na✓ on Loc��rrfr
- —OFFICIAL USE ONLY BELOW THIS LINE -U --
.,KAUE FAIwRE souaCEro,APNNIS PIERS')
❑VOLUNTARY�AINTENANGEPUMPING 0BUILDINGPERMIT ❑HOMESALE OCOMPLAINT ❑OTHER'.
MV---ITTEICOVDITIONS
SEWAGE TANKS ML4T BE U5TEE JNOER DOH LIST OF REGISTER E D SE NAGE INKS TANKS MUST MEc OURRCNIMIN.MUM SIZE REQUIREMENTS,EQUIPPED WITH RISERS
AND LEI AND INCLUDE AN-'ZLUENTFLTERnFAPP_IAlNU REGORODRAAINGANDINSTAIRT ON REPORT REOUIRE_FORRNFLAPPROVA.
NEPEC-ORSIGNATJKE E oN Ex�IRnnory DA-E P=.IunON APPeweJ, sC-Der DnTE
____-DATE APPL-,r
_�iJ� 19�ro�r9 ' �2' 10'7o7t� . C�
THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE RENSEDT5I1111
3 Z,/ /o r /Ia�01,, z"r
dal0 ✓`�- ,�/� O�u3d
oSinq /o QTa I7
" IAf�nq ✓)L �emaxr J
I,J�P //
�ah-� 3 l/� Ol/� (/���
f " epL, �;n�_
V 9 °
Q�mar T Piny
�onUerS'Ip2 Fi"om� '�n. /i
T)11?f� UoS� �� �✓ 9R,� _ � %AMPS' N (/���02 9er Q���/' �����- J�ea l t'�rn fFS� /51 fU1n
P�RbVtD
DEC 1 0 2019
MASON COUNTY ENVIRONMENTAL HEALTH
LYC
3 6 fx-6NlI' e NoU5e Yl Gefa!'�
Gra�r. vieUl WWI
- ,Z 060 "5 � -0003� Dram ���
/
E� Sf rl -JO/L Vr l� _
14-11
/j7 4"
n�r/lJal/_
t Ik
0
c0
T
't
M
S'�rufi�^e 1
pppRpVE�
DEC 1 2019
HFA
Mopes COUNT'E�µQHTAI TM
LYC
orenco rechnicat Data
PF Series Submersible Effluent Pumps:
1 -Phase, 60-1 4-inch (100-mm)
Applications Features/Specifications
Our PF Series 4-inch(100-mm)Submersible Effluent Pumps are To specify this pump for your installation,require the following:
designed to transport screened effluent(with low TSS counts)from • Minimum 24-hour run-dry capability(liquid end)with no deterioration
septic tanks or dosing tanks.They are constructed of lightweight, in pump I'de or performance
corrosion-resistant stainless steel and engineered plastics;all are field- • Patented 1B-inch(3-mad bypass orifice to ensure flow recirculation
serviceable and repairable with common tools;PF Series pumps are fa motor cooling and to prevent air bind
CSA certified to the U.S.and Canadian safety standards for effluent • Liquid-end repair <8 available for better long-toot cost of ownership
pumps,meeting UL requirements. • TRI-SEAL•"" floating impeller design on 10,20,and 30 gpm(0.6,
PF Series pumps are used in a variety of applications,including pressor- 1.3,and 1.9 Vsec)models;floating stack design on 50 and 75 gpm
ized drainfields,packed-bed filters,mounds,aerobic units,effluent iori- (3.2 and 4.7 Usec)models
gation,liquid only(effluent)sewers,wetlands,lagoons,and more.These • Franklin Electric Super Stainless motor,rated for continuous use and
pumps are designed to be used with a BiotuheO pump vault or after a frequent cycling
secondary treatment system. • Type SCOW 600-V motor cable(model PF751512 uses 14 AWG,
SLOOW,300-V cord)
— Discharge Connection .kol ap06ehk 1,5_p r3.73 km moods
Standard Models
See specifications chart,pages 2-3,for a list of standard pumps.For
a complete list of available pumps,call Crotch,
— Bypass0ritice Product Code Diagram
Franklin PF ❑ ❑ 1 ❑ ❑ - ❑
Liquid end
T(Ard danger,fl(m)
Blank = 10)3) 20 =20(6)
30 - 30 is 50 - 50(15)
Check valve'
— suction Correction BWnk = mirluptcip Va Wl e
CV = Inlemal check vdlM'
vdtege,nionmule.
1 = 115' 2 = 230
imnuency: Q f 1 = single-phase 60 His y
Franklin Hprsepuver W _
05 = ! hp so3a 01 = Nihp so56) W
Super Stainless 10= 1V(a75) 15=114hp111)>
Motor 2h=2 hp n 50) 30=3 to(224) o
50 = 5 hp(3.73) O
Wro mpl NsE.as.((veeu)I O 9iO
10= 10ae) 20= 20(1.3) 3
30= 30 h 9) 50=60(3.2)
]5 = 7514]
Pump,PF Sehes
� Rr crcroby nap NsrkMmy
SA• -`few Franklin Electric A400e 1.10 w',(o6 usec),n2 op 10 ul wit
wlo zo-n ohm m�s are a�a5ae onN pumps Nmugn I n np
c us
LRB0980
LR2053896
Oram Syseene• Dec..Id Airway An.,S lleaft,OR 97479 BSA.000-348-9843.541-459J449•lirlrW 'pe" xNau-Pf-1
Rev.a4O
M1P 1 o1 A4
4
orenc
• Technicai Data sheet
Pump Curves, cord.
900 450
PPA50 PF30 cries,60H 0.5-5.0 hp PF5050 - PP.A Series,60 Hz,0.5-5.0 hp
800 _-- _Y__ 400
700 �. _ {.. _. 350
600 2 300
500
400 PF4NO — _. - Q 200
wPF3015 _ Pf5015
Z300 k e 150
PF3010
00 - a 1
00
P 7
50 '.. .._
~ 00 �._. Fri00
1
PF3007
PF3005 PF5005
00 5 0 15 20 25 30 35 40 45 00 10 20 30 40 50 60 70 80 90
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
tDo
P Series, Hz,1.0 1.5 hp
90 PF7515
I
.y. 80
e
= 70 IfI
G PF]510I.
6050
O
E40
o s
30 `4
Iv 20 � Q24� �•F JU
10
00 10 20 30 40 50 60 70 80 90 100 g
Flow in gallons per minute(gpm)
xN PII-PF-1 Omnco Sy$WW Inc.,814 Ak say An.,S~In,OR W479 USA•80 -348-9843•541-459- 9•wwwurmcc.com
Rrv.A0,O 49719
ye9e1N4
orenco Technicai Data sheet
Specifications _
e
za a
Pump Model
PF100511 10(1 050(0.37) 1 115 120 12.7 12.7 6 1 Y4 in.GFP 23.0(660) 16(1 26(12) 300
PF100511 GV 10(0,6) 0.50(0,37) 1 115 120 12.7 12.7 6 1 IN in.GFP 23.0(660) 16(405) 26(12) 300
PH 00512 10(1 050(0.37) 1 230 240 6.3 6.3 6 1 1/4 In.GFP 23.0(660) 16(406) 26(12) 300
PF1007124.5 10(0.6) 075(0.56) 1 230 240 8.3 8.3 8 1 Y4 in.GFP 25.9(658) 17(432) 30(14) 300
PF101012 s.° 10(0.6) 1.00(0.75) 1 230 240 9.6 9.6 9 1 Y.in.GFP 27.9(709) 18(457) 33(15) 100
PF702012 ss'.a 10(0.6) 2.00(1.49) 1 230 240 12.1 12.1 18 1 Y4 in.SS 39.5(1053) 22(559) 48(22) 100
PF200511 20(1,3) 050(0,37) 1 115 120 12.3 125 4 1 Y4 In.GFP 223(566) 18(1 25(11) 300
PF200512 20(1.3) 0.50(0.37) 1 230 240 6 4 6.5 4 1 Y°In,GFP 22.5(572) 18(457) 26(12) 300
PF201012" 20(1.3) 1.00(1 1 230 240 10.5 10.5 7 1 Y4 in.GFP 28.4(721) 20(508) 33(15) 100
PF201512 4.5 20(1.3) 1,50(1.11) 1 230 240 124 1 H 9 1 N In.GFP 34.0(864) 24(610) 41 (19) 100
PF300511 30(1.9) 050(0.37) 1 115 120 11.8 11.8 3 1 Y<in.GFP 21,3(541) 20(508) 28(13) 300
PF300512 30(1.9) 0.50(1 1 230 240 6.2 6.2 3 1 V°in.GFP 21.3(541) 20(508) 25(11) 300
PF300712 30(1.9) 0,75().56f 1 230 240 8.5 8.5 5 1 Y4 In.GFP 24.8(630) 21 (533) 29(13) 300
PF301012° 300.9) 1.00(0.75) 1 230 240 10.4 10 4 6 1 Y4 in.GFP 27,0(686) 22(559) 32(15) 100
PF301512•' 30(1,9) 1.50(1,11) 1 230 240 12.6 12.6 8 1 N in.GFP 32.8(833) 24(610) 40(18) 100
PF302012... 30(1.9) 2.00(1.49) 1 230 240 11.0 11.0 10 1 1 in.SS 35.5(902) 26(660) 44(20) 100
PF303012^°'a 300,9) 3.00(2.23) 1 230 240 16.8 16.8 14 1 N 1n SS 44.5(1130) 33(838) 54(24) 100
PF305012 s.c'" 30(1.9) 5.00(3.73) 1 230 240 25.6 25.8 23 1 Y4 in.SS 66.5(1689) 53(1346) 82(37) 100
PF500511 50(3.2) 0,50(0.31) 1 115 120 12.1 12.1 2 2 in.SS 20 3(516) 24(610) 27(12) 300
PF500512 50(3.2) 050(037) 1 230 240 6.2 6.2 2 2In.55 20.3(5161 24(610) 27(12) 300
PF500712 50(3,2) 0.75(1 1 230 240 8.5 8.5 3 2 in.SS 23.7(602) 25(635) 31 (14) 300
PF501012 50(3.2) �.0010.75) 1 230 240 101 10.1 4 2 in.SS 27.0(686) 26(660) 35(16) 100
PF501512` 50(3.2) L50(1.11) 1 230 240 125 12 6 5 2 in.SS 32.5(826) 30(762) 41 (19) 100
PF503012 a 50(3.2) 3.00(2.23) 1 230 240 17,7 11.1 6 2In.SS 43.0(1092) 37(940) 55(25) 100
PF505012 50(3.2) 500(3.73) 1 230 240 26.2 264 13 2 in.SS 65.4(1661) 55(1397) 64(29) 100
PF751012 75(1 1.00(0.75) 1 230 240 9.9 10.0 3 2 in,SS 27A(686) 27(686) 34(15) 100
PF751512 75(4.7) L50(1.11) 1 230 240 12.1 12.3 4 2 in.SS 33.4(848) 30(762) 44(20) 100
I GFP=glass filled P,44"opyhne:SG-slanless sron me I Am NPT GFP&9e re 62 Min.OCII a=nay:me l u-in.wl d6sce e62"in.alagavlasross flag;ow IN 2-M.
NPT S dlachoN,a 2)M In A,xWni M I o;Dorh V is IBplale NOT Moen ,,US rb f5d9,to rrroOlo 6mnW OlSclldlge do56 and Valve NSNIWks.Cori no"UIMcp D'stOb"
adpul bags to"ri ha.eim."ess.MNlns ro melt dprolny
z Mrrvmum"'0,leveINtorslr ..pu no,."Il.,wManor,.6WOMS Pump Nand w 4Nersl Npw Ndtte,h1I eppllInVoroummmn 11111 snoWd Ce fry oflW cMevn Omro0w
3 Woghl n0Yde5 ca00n and 10 ft13 a)cpd
4 Hlgd-pressI alsew,ge assemdry repo 0 C* 1
5 lb.1 Oe camkck 1.(0)on OOOVO geessamd} `WW
6 C"I01spN,paassemd O O"dor l "pw,p' Sci Or-O PR
7 eapantr( ck(sold srorolIlr Or msrelkd 1p a cl5lem=I Ponep re4uled for role parry.C"O'C' pr`
a l p'WAO areaveik4 laellpmpe,ondaresuppllwd 3-Ipand5 Wpump% P c O '`"3
DcC , �^`H�,ItH
f, 01�
Nfp Pp-PF-1 Ori SygennO li 814 Almy Aw„Sulvdin,OR W479 UM•8001•541�19•w .pvmCO-Cum
W..".009/19
N,2 d4
FILTRATOR IM- 1060
m eatures 8 Benefits
O Strong injection molded polypropylene
o mss Yonstmction
lfightweight plastic construction and
Y_ inboard lifting lugs allow for easy
Li G 5[ delivery and handling
0.7 Integral heavy-duty green lids that
interconnect with TW rn risers and pipe
riser solutions
Structurally reinforced access ports
eliminate distortion during installation
and pump-outs
Reinforced structural ribbing and
fiberglass bulkheads offer additional
strength
• Can be installed with 6'to 48"
of cover
The Infiltrator IM-1060 is a lightweight strong and durable septic tank. Can be pumped dry during
This watertight tank design is offered with Infiltrator's line of custom-fit pump-outs
risers and heavy-duty lids. Infiltrator injection molded tanks provide a Suitable for use as a septic tank, pump
revolutionary improvement in plastic septic tank design, offering long-term tank,or rainwater(non-potable)tank
exceptional strength and watertightness. No special water filling requirements
Inlet Side are necessary
The tank may be backrr with suitable
TANK CUTAWAY Infiltrator native soil.Sae installation instructions
TW Riser for guidance.
System
Partition
baffle wall
HEAVY Darr LID
CUTAWAY
Reinforced
24"structural
access port
110
*-} Structural
- bit adds
MID-SEAM CUTAWAY
Reinforced water tight mid-seam
gasketed connection
go 4r
Protectlog the Envlrc^inert w tr Innovative Wastewater Treatment Solutions INFILTRATOR
IM-1060 General Specifications and Illustrations
"NG wII NAP IF� I N.
The IM-1060 is an injection molded two piece mid-seam
plastic tank. The IM-1060 injection molded plastic design .1
allows for a mid-seam joint that has precise dimensions
for accepting an engineered EPDM gasket. Infiltrator's 4
gasket design utilizes technology from the water Industry
to deliver proven means of maintaining a watertight seal.
The two-piece design is permanently fastened using a
series of non-corrosive plastic alignment dowels and
locking seam clips. The IM-1060 is assembled and sold
through a network of certified Infiltrator distributors. _. ,IN, 1,.,.,,,..IN—
Must be backfilled and installed in accordance with TOP VIEW
Infiltrator Water Technologies,Infiltrator lM-Series Septic "— _
Tank General Installation Instructions and for shallow 1 -
ground water conditions reference the Infiltrator IM-
Y
Series Tank Buoyancy Control Guidance. � r
Please visit www.infiltratomater.com/images/pdf/
ManualsGuides/TANK01.pcif for the latest information.
LI yr I �
Working Capacity 1094 gal(4141 L) ,9u
Total Capacity 1287 gal(4872 L) END VIEW
Airspace 16 5%
Length 12]"(3226 mm) <, I ","k -Lw„-mr.
AC
QR
Width 622 (1580mm) - FrIEN o..o „ "„
Length-to-Width Ratio 2 3to 1
Height 54] (1389 mm)
Ligwtl Level 44 (1118 mm)
Invert Drop 3 (18 mm)
Pberglass Supports 2
Compartments 1or2
Maximum Bural Depth 48"it 219 mm) SIDE VIEW
Minimum Burial Depth 6 (152 mm)
Maximum Pipe Diameter 8 (152 mm) N T N u us
I o
__. rnNK roP 1.
—
GASKET
Weight e'' PROVED ALr
^ TANK Ii
INTEPIDP k SEAM CLIP
OEC 1 0 W9
ALIGNMENT -
DOWEL �TANKBDIIOM
a tWM,C0I ENVIRONIAENTAL HEALTH HALE
oo a".ree LYC �r
S pr O6arp
ra.aco-uLL-roo, MID-HEIGHT SEAM SECTION
0
INFILTRATOR 1 0 na-n/W4affs
www.Inlltrelurswaer.cum
VS 471,965 Nr17GI1 6 4KK Gff llL atrl4C9,e, SPBAPB rourfiAO' o,u,rGe1,
p, 11 n oiogss n M NGNNrInmF-1 mi 01N,N,N,,t"wet�ce d,ire"¢o
Ili nh,r_K,rB N . m�Onap,111 NIPPY SrepLNN1 aMe,agMLW—,t—INA1 C 1111,,,o .11It sP aiogi�
Poiy�c sa! 1, or IN
. yL ea :. .eoe'rar ory nit ING bux eio�enLmacre:nufIEX,nc
L mx r o nmrvle m C AINN ¢sam P nin, J EN INKS 116
I
NO�11 MATAFTE M.M.
- „ :11