HomeMy WebLinkAboutAFTER THE FACT - SWG As-Built - 7/30/2023 LEu1
AFTER THE FACT RECORD D126411Rd,Q31 MASON COUNTY PUBLIC HEALTH
REPAPMEL ID NTIFICATION
Owner Name TILLICUM BEACH INC 42226-50-00906
Assessor Parcel#
Mailing Address PO BOX 387 O/M Specialist Name
City, State, Zip SHELTON, WA. 98584 Installer Name DIETZ KADOUN
Site Address 9 HOMES(PAGE 3 ITEM 1 &signer Name
Please complete this checklist to the best of your knowledge. If items are unknown leave blank.
INSTALLATION CHECKLIST
System Type GRAVITY Pretreatment Type NONE
Drainfield Ln. Ft.P etc .1 Tftisi grainfield Sq. Ft. Drainfield depth
>5 ft. from foundation? - 0 N/A 1YES ❑ NO
>50 ft. from wells? - -- -. .. ❑ 0
>50 ft. from surface water? - ❑ 0
Z -Cleanout between building and tank? - ❑ ❑ ❑
o Tank baffles present? - 0 21 0
d24"access risers over each compartment?- - ❑ ❑
W Effluent filter installed?• - ❑ 0
Septic tank size gal Manufacturer
en D-box water level and speed levelers used? - 0 N/A Z YES ❑ NO
045 Manifold/D box accessible from surface? ❑ 0
o Q Check valves installed'? - -- - ❑ 0
1,63
E Transport Line Size Le Schedule/Class MIA,
Bedrooms installed (if known) ❑ 2 ❑3 ❑4 0 5 ❑6 gCommerciallOther
>10 ft. from foundation? - - ❑ N/A A] YES [] NO
CI >100 ft. from wells?- _. _ ❑ 0
W >100 ft. from surface water? - ❑ 0
Z >10 ft. from potable water lines?- - - 0 0
> 5 ft. from property lines and easements?- - Q 4 0
id > 30 ft. from downgradient curtain/foundation drains? - 0 ❑
0
Observation ports present? - 0 0
0 Graveless chambers or 0 Clean gravel used? (check one)
Proper cover installed over drainfield?- -. - ❑ p{ ❑
Pump tank setbacks consistant with septic tank? - - El N/A •❑ YES R'NO
Pump tank size gal Manufacturer
Z _
< 24"access riser(s) and accessible from surface?- - ❑ ❑ ❑
a. Alarm or Control Panel Installed? - 0 0 0
1 Vi
E Control Panel equipped with Timer/ETM /Counter ❑ 0 0
m
n- Pump installed in ❑ Bucket or 0 On Block or ❑ Other
a.
E Pump Make/Model
0 Floats or E] Transducer
Tank draw down
n. in/min Pump capacity gpm Squirt Height ft
Pump on time Pump off time Daily flow set at gpd
Updated 2/2 912 0 1 8
AFTER THE FACT RECORD DRAWING, pg 2 Assessor Parcel# 4222 3-0— G 0 70
RECORD DRAWING
Drainfield&manifold
7(
• orientation&layout
w/dimensions for
re-location.
/Trench/bed
dimensions and
critical distances
within layout
yiSeptic/pump tank
Location w/dimen-
sions for re-location
0 Location of buildings
existing/proposed
bservation pods,
clean-out locations,
,-,(&manifolds/d-boxes
V I Location of wells,
/� surface water,roads,
&waterlines.
Reserve area(s)
yc
North Arrow
�es�,l've c e. c °t o,� �'a�e3
T/r,-l 3.
If needed drawing may be attached on a separate page No. Pages Attached e
CERTIFICATION OF INSTALLATION
DESIGNER/APPROVED O/M SPECIALIST
I certify that the information co2
ntained in this document is accurate to my knowledge. The drawing and information '
has b tained t rough common locating practices. ���'
-3o/2
Signature Desi neror 9 g Approved DIM Specialist Date
MASON COUNTY PUBLIC HEALTH
This is an after the fact record drawing, which may or may not include a county inspection. This information is to only
document an existing OSS location and components.
Signature of Environmental Health Specialist Date
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEB SITE Updated 2/29r2016
ITEM 1 Communit)Tank #
Parcel # Address Name Drainfield
42226-50-00001 88 N Tillicum Beach Lane STEWART YES own tank
42226-50-00900 86 N Tillicum Beach Lane JURUS NO
42226-50-00002 84 N Tillicum Beach Lane FAHSHOLTZ YES 4
42226-50-00901 No andress BA:UCH YES 4
42226-50-00003 80 N Tillicum Beach Lane RIDDELL YES 4
42226-50-00902 78 N Tillicum Beach Lane KEMHUS YES 3
42226-50-00004 74 N Tillicum Beach Lane SLEIGHT YES 3
42226-50-00005 72 N Tillicum Beach Lane BLACK YES 2
42226-50-00904 70 N Tillicum Beach Lane KELLY YES 2
42226-50-00007 68 N Tillicum Beach Lane KELLY YES 1
42226-50-00905 62 N Tillicum Beach Lane JANG NO 1
42226-50-00009 60 N Tillicum Beach Lane ROTHBAUER NO 1
42226-50-00010 50 N Tillicum Beach Lane LANGLOIS NO
42226-50-00906 No address TILLICUM NO
42226-50-00011 40 N Tillicum Beach Lane JORDAN NO
42226-50-00012 30 N Tillicum Beach Lane SHERRILL NO
42226-50-00013 20 N Tillicum Beach Lane LOGAN NO
42226-50-00015 11 N Tillicum Beach Lane HALL NO
42226-50-00016 21 N Tillicum Beach Lane GRIMES NO
42226-50-00017 111 N Tillicum Beach Lane THIBODEAUX NO
42226-50-00018 121 N Tillicum Beach Lane MULTIMORE NO
42226-50-00019 120 N Tillicum Beach Lane BARTON NO
42226-50-00020 110 N Tillicum Beach Lane WIEDENHOFT NO
42226-50-00021 100 N Tillicum Beach Lane ARMSTRONG NO
42226-50-00022 90 N Tillicum Beach Lane NOBLE NO
ITEM 2
Community drainfield was installed in 1965 approximately.
There were 4 1200 gallon septic tanks going 1000 gallon pump tank, pumping to a 1200 gallon
septc tank gravity feeding into seven 70' deep trench laterals
It was to serve twelve two bedroom homes
12 homes times two bedroom equals 24 bedrooms
24 bedroom would need to dispose of 3600 GPD
150 GPD was the figure we used in 1965 per bedroom
1.2 was the application rate at that time
3600/1.2 equals 3000 square feet 4\0
There are 7 laterals approximately 70' long J
7x70'x3' equals 1470 square feet of required drainfield
System was a deep trench
With 3' under the laterals, the drainfield would be reduced by 50%(typical at this t'
3000 sf time 50% equals 1500 square feet which was 30sf less than was requir
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ITEM 3
There is room to install 10 laterals 6451f x 3'=1935sf
9 current two bedroom homes on system
9x2=18 bedrooms at 120GPD=2160 GPD for the nine homes
System would be sand augmented using a 1. application rate would require 2160 sf,
We may be able to install more drainfield once the water main is located. We could also
install large pump tanks for surge capacity.
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