HomeMy WebLinkAboutSWG2007-00376 - SWG Application / Design - 7/16/2007 MASON COUNTY
DEPARTMENT OF HEALTH SERVICES. II
July 16, 2007
Pioneer Digging
3083 E Mason Benson Rd
Grapeview WA 98546
RE: Design for RAINIER CAPITAL GROUP
Case No: SWG2007-00376
Parcel No: 220055500004
Your design for the above referenced parcel has been review and is APPROVED.
Please refer to the comments section of this letter for any additional information.
Please call me at (360) 427-9670, ext. 353 if you have any questions.
Sincerely,
Cindy Wake
Environmental Health
Mason County Health Services
COMMENTS: Timber, elapse meter and event counter required.
7116/2007 1 of 1 SWG2007-00376
g' 'N-FORM-P ~ GE ONE pioneer Digging Ina ReWsron
r'ps'Fewed when 3 copies of each of the IODowing Items are submlMe6: v
0
�,gn form that has been signed and dated s 5c4led layout sketch, Including all applicable items on cheek,gran,Including all applicable items on checklist s Cross-sectfon sketch, Including all applicable Itest
ms on checklist
PARCEL IDENTIFICATION
Permit Number: 5WG 2007, Cr (7e74
Designers mania. BOB PAYSSE
APplicant'SName: RAINIER CAPITALGROVP Desfgner's phone#: 360-426-1803
Mailing Address: 11221 PACIFI H WY W Designer's Atltlre58: 3083E Maven Benson R 1
LAKEWOOD VVA 6499 GRAPEVIEW Wq 98546
Sfafe 25 Assessor's Parcel#: 22005-55-00004
DESIGN PARAMETERS -
7eva[meaf00tem
Glendon BfOffifer ❑ Sand finer ❑ Mound
aAerobic Umt-Make/Motlelo FAST .5 Sentl Linetl Drafnffeltl
❑ Disfnieclion Un14Make/Motlel
f7PPe88me Betl Ora i..fie&(7pe -
❑ Gravity 2 Trench Fo Drafnrock
❑ Gravelled Chambers
Sehffic 7an(/Drainfie�i(S�Yecifical�MY
Number w Betlrooms TWO Scheaule/Class PaEemG
Dolly Flow - - 'WO Eength SG-- ___Septic Tank Soft
Type
Capacity — T Diameter Reeievfng Noll Type —�-3 Number
R¢Cievl0g 5011 Appl.Rate —�--�� Sep¢ratlan ��—
DeSQtlelf gnoterootage 3(ll7 Center-leerm
Percent "note
Taken
Trench/Betl
Trench/Bed L ength Total Number of Orifices � I Length �(x Diameter ''4 {
spacing j
L-"(evafion 7Neamromen6 f
original Drafldield Area Slope
New Slope If Altered — 5 Schetlule/Class Jl4an SCH. 40
Length _—_
Depth of Excavation from 6_9„ Diameter
Original Grade — 9 Prefferea Manifold Con
lrguraffon Qse
[dye ❑(ro
Designed VerticalSeperaa0n 12"+ 7ransfinrfPific -
GravelfessChambersRe Required? Length /Class SC—H.�
Pump Required? q Yes ono ❑nonnnai Diameter
[ Yee Ono t e._
g
Pumfi/dipkon Sfiecifiea6w Dmingane�P C ,,, ��-T
Difference in Elevation Between Pump Sllutou red Number of poses/Day t (; 41 _
Uppermost orfnce: Dose Quantity
Upper Orilice is a Dfgher ❑ Lower'ban pump gpu�aD Chamber Capacity
-- ° e --
Capacity Cud Total Pressure Read 20,6 GPM Pump Controls: Timer(or)Elapse Time Meter
falcul0d Total Pressure Read 12 N, n Tuner: PUMP on pump on
TirYryrr _ts4- , ✓r+�e�dt �" �u Syr Aa.a,. .a .
�
� `ItI07
f Pioneer Digging Inc. Ravlslo0
DESIGN FORM- AGE TWO
Pernlit Number: 5 WG
Assessar's Parcel#: 22005-55-00004
DESIGN CHECKLISTS
Sca(erlP(oEP(an Sca(er(CayoufS(cefc( Cross-SecfyonS✓fIck
f1Test hole Ucallons 9'Inainleld orientation and layout nefere0ced depth from original grade:
PlPropetly final C+YTrench/Ded dimensions and Critical distances CYsepllc lank ad and dnlnlleld cover depin
RrE%ISllnd and Proposed wells WOOD]100 fl,of within layout
properly lines 2'D-bOk/"T••/••S••location
9'Cmlcal distance measurements to call,banks, 'Sepllc lank/pump lank Chamber location Referenced drops from original trade and
and surface water PIODservatfo poll location restrictive strata:
G�rEocatlOn and ornmodion of curtain dfam and lirclean-oul locallon i'taterais,trench/hed lop and bottom
all absorption components bYManllold placement ❑ annual dram collector
O'Tucanon and drmenslem of primary system 2'falllce placement ❑ send augmentation
and reserve area Rr Lmeral placemenl,with distances Wedge 0f
groundings bed Other cross-seell0n detall:
C'Dlrectioll of slope Indicates PrAndthle/vlsuaf alarm referenced EYOaservanan ports and claimants
Rrwalerlllles CXSeale or drawmt shown on scale Dar
Pf flaatls/e9semenls/tlrlvew8ys/parNing cross-section Inmrnlatfon Ior doling system:
CXCclocal resource Upon(II applOpme)
P1Morth arrow and scale of drawing shown on Layout nformation ter mound system ❑ semen cap depth at Center and edge of DO
scale Dar ❑ Overall HII dimennions
❑ hp'Slope,dOWRSIO W,And endSIOpe ml Wlmh O Smewall slope
❑ UpSlOpe and downslope bed efev011on
360-426-1803
° e�e'' Alar�fiona(9njormafion
❑ Design stogedon
PIONEER trump INC, eu h� g, ❑ operation and Maintenance kolnealInned
Bob Paysse Septic Designer lady xoae&}°01wrue ❑ walverea attached
LAV,RF^.
DESIGN APPROVAL
The Undersigned designer ford0a,O does Rol,waive The replacement to he R011ned by the DISlalles of the hdlanallon and given 48 hours lO perform 8
final Impaction prior 10 raver:
�SlQnalure o�ner bale
The underngued has reviewed this design on behalf of Mason County Department 01 Health Services and determined It to he In compliance WHO aloe and
local on-site regulalftm:
Signature of 11dolih officer Bale
CAUTION: Design Approval is valid only Under the 1011OWINg COREHH0IS:
! The design is stamped"Approved"by Mason County Department 01 Berlin Services
! The On-slle Sewage Permit lips feel expired,the Permit Evpireliom Date Is:
! The system is Installed by a Cerlited Installer,unless prior oulhorhallon Is obtained from Mason County Deparmtell 01
Health Services
! oralnfem site Conditions nave nor been offered to ndverely affect Conditions of design approval
(- , Is I iZI t0
PIONEER DIGGING I4 . 1803
Directions Sheet
Customer: Rainier Capital Group lot 3 and 4. Location: Phillips Lake
Come out of Shelton on Hwy 3 going north. Take a right on Pickering Rd.
Follow to a Right on Phillips Lake Rd. (towards Phillips lake), Take left at
intersection onto Phillips lake Loop then another left onto III-Char Blvd.
Follow up hill to Sites on Left. Existing Mobile on hill on left side of road is
just above the lots 3 and 4. lot 3 being the uppermost lot. D/Ps in back of
lots.And not staked out due to high amount of brush. Perk Holes are open
for inspection-
Youmay always call PDI for help at anytime. -
Office: 360-426-1803 _
Bob's Cell: 360-507-1498
Alex's Cell: 360-507-1546
I
Lnt� y
36M26-1803 Pan A:220OS-SS-00004 Su- 0ZS% see. aarctc
Customer:RAINIER CAP.GROUP 25'♦MOv. 251mon'.
ROOTS 25- ROOTS 35'
Drawing:Plot Plan
PIONMEIN OGM Drafter.Alex Paysse Waivers/VaNances:N/A
Bob Payue Septic Designer Scale: 1"-20' Scale Bar.
GRAY ROAD
N _ — - - 50
i
R,
— I D A
I 9� C/K sY�
I I To
Q POSSIBLE TANK BO,�
/ LOCATIONS I \\
PROPOSED
s I HOME
LOCAJION o?
POSSIBLE2-PARTY
WELL LOCATION
WAIVER WILL NEED I
TO GRANTED W/
WELL PERMIT I �%
I I
1 I
\ I
o \ /
WILCHAR BLVD. (401 EASEMENT) — . /
i
I
360426-1803 Part k:22005-55-00004 su- oar% SLR- d25'GLS
Customer:RAINIER CAP.GROUP 15v MOtt. 25'+MOTi.
ROOTS 25' ROOTS 27
Drawing:Drainfleld Detail
PION68RDIGGINO G Drafter.Alex Paysse Waivers/Variances:N/A
Bob Paysse Septic Designer Scale: V-10' Scale Bar:
A
OBSERVAT ION PORTS
3, 5%SLOPE
v-�
I /
I l i
I I
� II i
�07
I ,st- it
MANIFOLD \\\
o �
-- — 0�
0 1 P/T
BVILDINGSETBACK� POSSIBLE T NK5
,QV, I LOCATIO1 \J\
rM
PROPOAED
BUILDIG E%PIRf s a I \
LOCATION
1
360426-1803 Pan B:22005-55-00004 al. Oi s SL2- o- 5-Gls
e 2Tt Mow. 25'.MOTT.
Customer:RAINIER CAP.GROUP ROOMY ROM 25•
Drawing:Cross-Section
PIONEBRDIGGINGINC. Drafter:Alex Paysse Waivers/Variances:
Bob Paysse Septic Designer Scale:N/A Scale Bar:
A
REMOVABLE CAP
OBSERVATION PORT W/ICV BOX
FINISHED GRADE
SANDYFILL I
SANDY FILL I
, I I
m I FILTER FABRIC I ORIGINALGRADE
DRAINROCK
ry
T
z
a rn
1.25" LATERALS I
N I
it
36" v
I I
I I
I RESTRICTIVE LAYER
w�
�l
... •di' 2ZDY
E%PIRfB
3G0-42r1-1803 Par. #:22005-55-00004 Notes:
° Customer:RAINIER CAPITAL -ALL RISERS ARE TO BE CUT TO FINISHED
Drawing:ATU& P/T DETAIL GRADE FOR ACCESS
PI�NEERDI�'INGQiC, Drafter:Alex Paysse -ELECTRICAL WIRING IS TO BE DONE BY
Bob Paysse Septic Designer I Scale: N/A HOMEOWNER OR A LICENSED ELECTRICIAN
4"CLEANOUT B'PVC RISER W/REMOVABLE CAP pKDLK' N LID
FAST INSERTABLE UNIT FROM OUTLET PIPE IN M OUTLETFOUNDATION TVTOET OFPTANKAEROBIC TREATMENT UNITFASTO.SLETT UNIT
ALARM BOX MOUNTED ON 4'•POSTOR HOME
HIGH WATERALARM WARNING LIGHT
FLOATTILEE W/QUICK 24'RIBBED RISERW/SCREWON LID
DISCONNECT CHECK VALVE&QUICK DISCONNECT UNION
TRANSPORT LINE TO DKAINFIELD
ELECTRICAL CONDUIT
i.
1000 GALLON
INLET HIGH WATER PUMPTANK
FROM OUTLET ALARM
OF ATU TO
y '
INLET OF
PVMPTANK
PUMP FLOAT
LOW PUMP(SEE PUMP
WATER ALARM
DETAIL PAGE) EXPIRES
PVMP BVCKET
360-426-1803 Pare f:27005-55-00004 Notes:
° Customer: RAINIER CAPITAL -Use ball valves to equalize dosing
Drawing:MANIFOLD DETAIL -Riser should be installed to finished grade
PIONEER DIGGING INC. Drafter:Alex Paysse
Fb[!0for access
Paysse Septic Designer I Scale:N/A
5M VIEW Or
VALVE PDX 1.25'I PALL VALVE(119 )
0
L25i" FLEXFK
125" PamLW5
2" 5CN.40 i
1.25" G}IELK VALVE 0W.)
1125 ' GtCKVALW5(TV.) 1.25" PAIL VALW(ff.)
CM
2" loll,
® Tor VIEW- M l ,11II I
VALVE PUX
CED
125" reet7EKL1W5(1)PJ
�N
a�
C0s'NVss
S
E%GIR�E