HomeMy WebLinkAboutSWG93-0802 - SWG Application / Design / As-Built - 6/22/1993 MASdN dOUNTY DEPARTMENT OF HEALTH SERVICES PERMIT NO. SWG m a
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426 W.'CEDAR/P.O. BOX 1666/SHELTON,WA 98584 Date W N
Receipt No. m
PHONE (206)427-9670 Amount$ w
PHQPLHTY OWNER: DATE'
Donohue Construction Co. , Inc. 6/15/93 CHECK APPLICABLE ITEMS ✓ m m
MAILING ADDRESS: DAYTIME PHONE: INSTALLING NEW SYSTEM X 4
730 Sleater-Kinney Rd, SE 438-3493 REPAIRING OLD SYSTEM rt
CITY: STATE: ZIP: EXPANDING SYSTEM � m
Lacey, WA 98503 SINGLE FAMILY m 8
PROPERTY ADDRESS: OTHER
Stonebriar Pl. Shelton SPECIFY:WA 98584 3
SPECIFIC DIRECTIONS FOR LOCATING SITE: PRIVATE WELL h m
Hwy 101 - Right on Shelton Springs Rd - Left PUBLIC SYSTEM
SYSTEM ID NUMBER Pending
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on Brockdale - Right on Jensen Road - Left on SYSTEMNAME N
APPLICANT
Stonebriar. Place NAME Donohue Const . Co. ~
Name of Lot 313 .80 R.X 139 .07ft. MAILINGADDRESS Same as aboye
Installer G
Size: 1 .0 acres TELEPHONE _ o
Name of um er o SIGNAT o
Designer Bedrooms 3 X
PLOT PLAN m I w
Draw a dimensional plot plan, a, o
including: �J rt ao
Please See Attached Plot Plan
❑Precise location of test
holes,showing O �g /G rr o
measured distances to 3 V a N
property boundaries. �/ <2 N I o
❑Entry road;other roads. ��
driveways. eO
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NOTE: DO NOT DRAW IN p I P
SYSTEM DESIGN
OFFICIA USE ONLY. DO NOT RITE BELOW DOUBLE LINE.
�l SOIL LOGS
r
yt
it s A 20
Q�a1s �a6"
Depth from Original
Grade to Restrictive
Layer or Water Table: In.
DESIGNER DESIGNA ION SCORES 7Tank
UM SYSTEM REQUIREMENTS
Finding Score f.Capacity:
❑Two
Soil Type �1 �^
Vertical Separation 3� in. �� Flow: U14V GPD
Slope 7i % ppl. �l Infilt.Parcel Size +� AC. - 2 Rate • (� GPD/FT' Area goo FTR
Distance to Shoreline-----,j,4>ft Total ✓ Inspector Date
Set 6
COM
MENTS/CONDITIONS FOR APPROVAL
s1w ��s-lPeLV A1�4 AZ3L" PUIP A#t�-
Any change from the specified use of the property, y site alteration affecting the system design may invalidate this permit.
This Per It expires 3 years from date of site inspection. ni of his permit may be appealed to the Health Officer within 10 days of denial date.
SITE: Design Required ❑N DESI N: Approved ❑Not proved INSTAL roved ❑Not Approved
BY: DATE BY: DATE:y-(/� BY: DATE:)-, (if
TOP: Health Dept.Copy MIDDLE: Designer's Copy BOTTOM:Applicant's Copy
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A resign will be reviewed. when ; ropie^ o° ,- ors the following items are submitted: ;.I
Camp=.meted des gn _lox.. tha_ has teen e_gned and dated .
Scaled plot clan, including all applicable items on checklist
j r] s spy► i Na'ec� ayout sketch, �_nc1..dyna all applicable items on checklist
IU/' u fl,�� '{'{[!$v_,ss sec_ion sketch, zncludine all applicable items on checklist
AUG 0 9 10
PAp.CEL ?D.c.rlTIVICATION
I
t S W( c+ 3 _ p Designer's Namep21, WElJ�t12 Fr
perm•_ Number r =_i
Ano icant' s Name DONOHu.1= L�"_� CO. Prop. Owner's Name SPekoW, jai e±P,
vai_ina Address �^ �,�t'4!'rE12_K�eJ•��1 R3...5• Prop. St-set Address ��o STDLJFr 4 �Li
u_Cfc-03—�P
Ass,_.scr' s Parcel No. Z� �3 ?. 32t rbo4`t_4s Subdivision S73Na6l4Are tt-eT Y SP 32tp�
-- - ,aa kri services
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DESIGN PARAMETERS 10IJatc
Date
� 7esiq_ned Vertical
Separa, on
Mound. Subsurface Pressure Gravity Bed Trench U " -r in
Septic Taa'</Drainfield Specifications j
No. BedroomsPressure Distribution? Yap No
........................ . ...............
Daily Flow (If yes, proceec:. .
Septic Tank Capacity IZoo C;L
. 7ec,::_vino .'.'oil_ Type (1-6) iS•
^-.eceiving So'_- A�nl. Rate 1.�- god/-`-t Laterals
'Tench/_'.ed 3ottcm Area boo `.=' Schedule/Class
_re=h/".ed Width _ ft Length ft
L; neal Footage .�O(Y _'t ! Diameter in
Number
Elevation Measurements ',,parati_on
Orig. Drainfield Area Slope to 8 - Orifices
F_.nal ^rainfie_d Area Slone '-�!/, Number/Lateral Pair
^,�pth of Downs-lone Sdae or.' Diameter
-.rer.ch/Bed from Orig. Grade ��1P i.n Bpac.;=
it Manifold
Pump Required? -7 Yes No Schedule/Class
/If yes, proceed. . . Length
Diameter
Pump/Siphon .^.nec:_fi.cations Transport Pip'
Difference in Elevation Between Pump Shutoff Schedule/Clans
and Uo_oermost Or_`iCe _. Ler^"t _ ft
--
r, D 4,1_meter
Uppermost Orifice is —hiQher., — 'lower Dosing and Pump Ch:n�per
y
than Pump Shutoff ? Doses/Day
Ca,^ac_ty @ Tot. Pres. Head apm Doso Quantity ?•,
r_a. c. ,.ate., "lot. Ares. 'lead Ca_�acity
(Attach Pump Curve)
+-_ Cross-Section Sketch
scaled Plot Plan Sca._ed Layout SXP ch ..
7 Depth from original grade of
'Test hole locations - — Drainfield orientation following system components
and layout j
Property lines Building stubout
Trench/bed dimensions and -7
3xisting and proposed critical distances within. — Septic tank lid
j we!'-.;, nclud_na layo''''t
ac!,acent properties' Laterals
D_?ox/"T' / r," location li
kff
Cr '-:.ca1 distance Trench/Bed bottom
7 mea._urements to cute, Seocic tangy/pump chamber
ban'(-, surface war(- '_oc. t4.on — Trench/Bed top
77
N� Loca^ _on and orientation k- 0!,-orvat'-Cn port location Drainrock depth
of curtain rra.4 n anc' a<1 r,
absorPti-on ..rea. C'_ear.ou`. 1oc.,.tion _ — Cover depth
co .ponents Manifold placement Restrictive layer
I! ' _
—' Loceten and dimension
of p _m:•.ry sy,tem and orifice placement Curtain drain
reserve area ram,
j Lateral Placement, Observation ports and
Su' ldings w'th distances to edge of cleanoutss
Sed
Poads/easements r—, Sand augmentation
' Audib'_e/visual alarm
Driveways/parking Additional Mound Information
— North arrow r
Power/gas/waterlines I Upslope and downslope
— Scale of drawing shown fit_ width
Reference point location on scale bar
Settled cap depth at
North arrow Addi-tional Mound Information center and wine of bed
n F
Scale of drawing, shown — Endslope width Sidewall elope
on s�a_e bar r
t
Overall fill dimensions Up/downslope bed. e:_evat.
a•ui eiv ces
— ---- — a��) ZflVED
Iniiiai5
D::SIc4 7LrP^OVAL
The undersigned designer does, does not, waive the regirement to be notified by the
in^ta11e- o` the insta.'_'-atinn ans. gi-ven =H . ours `.o ner`_orm final inspection prior to
covF..r.
The undersigned has reviewed.. a d an .ov d this design on behhaallf/ of Mason County of Health
H u..n ..t'.M1 Sr.0 Dact.ur O.rC�
CAUTION: THIS nFSIGN TS O"^.Y VALTD TF STAMPRD "APPROVED" BY MASON CO. DFPT. OF ELNLTH
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APPROVED
Initials.
Date —�
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MASON COUNTY b
DEPARTMENT of HEALTH SERVICES
Shelton,Washington 98584
(206)427-9670 • Belfalr.275-4467 / (�/ I z
•MRONMENTAL HEALTH PERSONAL HEALTH �l ( ITS'
O. BOX 1666 303 N. FOURTH P.O. BOX 1666
FINAL INSPECTION
Septic System
3 e.( m
Date: 1 93
Time:
� .
Installer: w Ip
Applicant\Owner: �S> 11 rt\ �
Name of Requestor: 1Iy � W
Phone # of Requestor:
Legal Desription:
Parcel Number: 3L v
Subdivision Name: ���{�� ���G ✓ Div. Blk. Lot
Staff Initials:
FINAL INSPECTION
SEPTIC SYSTEM CHECK LIST
YES NO COMMENTS
I) SYSTEM TYPE A
A) CONVENTIONAL (T FIELD)
B) ALTERNATIVE: /SUBSURFACE) —
II) SEPTIC TANK
A) > Five Ft . from Foundation —
B) Foundation-Tank Line Slope:
Cleanout provided if not 1-2% —
C) Baffles Intact / Clean —
D) Dividing Wall Sealed
III) BOX A) r '(A®
A) Water Leveled '
B) Speed Levelers Used
_ IV) FIELD A
A) > Ten Ft. from Foundation —
B) > Five Ft. from Property Lines
C) Laterals Level to ± 1 inches
En fps Present If Not Looped —
E) Square Footage Adequate —
F) Gravel Depth Adequate _
G) Gravel Clean
H) PRESSURE SYSTEM
1) Sa uality ASTM -33 _
2) MOUND: d e 3 to 1 —
3) Head H 4 inches —
4) C outs Presen
5) bservation Ports Present —
V) POTABLE WATER LINES
A) > Ten Feet From Field
Components or Sleeved —
B) WELL > 100 Ft. from Field —
VI) PUMP TANK
A) Screen nstalled, --
1) Bask ituent Filter
se —
B) Rir Fo cess Present —
C) Ala stal —
VII) AS BUILT REQUIRED
COMMENTS jaal a^ rfi-
SignatureY" anitaFrian Date
Revised: 10/20/92
S-e4iLT FOEM - PAGE ONE Pevised 04/21/93
PARCEL IDENTIFICATION
a
Dofoo"-LLE
Permit Number SWG9 Installer' s Name U1=Rer,3 i-wa-cT
Assessor's Parcel No. f2oV4Lf Subdivision
(xw_1v_-�iqi� Nunb_z) (N_"_/Oivlslon/Hioo]c/Loc)
II INSTALLER CHECKLIST
Hes Na NA.
I. SEPTIC TANK ✓
A) >5 ft from foundation? - —
B) Building stubout to septic tank: cleanout provided if not 1-2% _
C) Baffles intact and clean? —F-
D) Dividing wall sealed? —
II. D-BOX
A) Water leveled? - / —
B) Speed levelers used? —
III. DRAINFIELD
A) >10 ft from foundation and >5 ft from property lines? —
B) Laterals level to *1 inch? —
C) End caps present if not looped? —
D) System dimensions the same as shown on the design? A —
E) Gravel clean, properly sized, and proper depth?
F) PRESSURE SYSTEM
1) Sand quality ASTM C-33?(j000 —
2) Head height >-24 inches? —
3) Cleanouts and observation ports present? —
4) Mound: Side slope 3:1? —
IV. POTABLE WATER LINES
A) >10ft from field or double sleeved? v =
B) Wells >100ft from drainfield? V
V. PUMP TANK
A) Screen basket or effluent filter (circle one) installed?
B) Riser installed for access? —
C) Alarm installed? —
CERTIFICATION OF INSTALLATION
iF
I certify that I installed the system without any deviation from the design stamped
i
"APPROVED" by Mason County Department of Health Services.
I certify that all deviations from the design stamped "APPROVED" by Mason County
Department of Health Services are shown on the reverse side of this form.
Ii
I further certify that all information contained on this form is accurate. I understand
jthat if the information contained herein is not accurate, there will be just cause for
immediate suspension of my installer certification.
ign
The undersigned approvess this in a ation of behalf of Mason County Department of Health
services.
ti_uith Sn_D_o<os �� b_t��
AS-BUILT FORM - PAGE TWO Revised 04/21/93
' Periait Number SWG9 - �tJc/Z Installer's Name U37X►J�taL6-
Assessor's Parcel No. 3213E -32 -�00%(/ Subdivision �j 7aNE Ri APT L/
(2'velva—Digit NYanb�L) (Naanr/Dlviolo n/E10ok/Lot)
AS-BIIILT DRAWING
V�
00 V
cAUTioN: Mingr adjustments to septic tank location and drainfield orientation made in the field by the installer are generally ac-
ceptable to both the department and the designer, but could in certain cases compromise the viability of the system. 1t is the in-
staller's responsibility to obtain prior written approval from either the health department or the designer before making any devi-
ations from the design that affect system viability. Any deviations from the approved design must be shown below-
AS-BUILT CHECKLIST
El Drainfield orientation Observation port location Undisturbed native soil
li
and layout ❑ between trenches
Cleanout location
ElEl
Trench/bed dimensions and North arrow
critical distances within Manifold placement ❑
Scale of drawing shown
layout El
❑ orifice placement on scale bar
D-Box/"T"/"L" location ❑
❑ Lateral placement, with Additional Mound information
Septic tank/pump chamber distances to edge of bed ❑
location ❑ Endslope width
❑ Location of wells, roads ❑
Overall fill dimensions
Location of buildings