HomeMy WebLinkAboutSWG2023-00413 - SWG Application / Design - 9/27/2023 MASON COUNTY 015N 6TH STREET.SHELTON,WA 98584
SHELTON:360-427-9670, EXT 400
III6 - BELFAIR:360-275-4467, EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00413
APPLICANT CHARLES BENJAMIN K JR& DENISE M Phone:
Address: 1001 COOPER POINT RD SW 140#199 OLYMPIA, WA 98502
OWNER CHARLES BENJAMIN K JR & DENISE M Phone:
Address: 1001 COOPER POINT RD SW 140#199 OLYMPIA, WA 98502
SEPTIC DESIGNER Jim Hunter Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: 144 SE Mable Taylor Ln
Primary Parcel Number: 319101400041
Permit Description: 4-bedroom pressure system w/mound drainfield
Permit Submitted Date: 09/27/2023
Permit Issued Date: 11/02/2023
Issued By: David Anderson
Current Permit Fees Paid: $550.00 (additional lees may be required upon installation of system).
Permit Expiration Date: 10/10/2026 (based on date of inspection(
Permit Conditions:
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 Drain field 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 055.
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.govlhealth/environmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
--- OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH DATE RECEIVED Q_ A) _ j
ONSITE SEWAGE SYSTEM APPLICATION p��L�7 c RECEIVED CO y
415N 6th Street.IBld98) Shelton WA,98584 _pNn�l '✓n y
65
Shelton.360-427-9613 ext 4C0 Bel(air:360-2754467 ext 400 SWG - 10 2-3 _ cock 1 ' O A
SWG o�ll cock 1 2 y
Z 9
APPLICANT PHONE D D
BEN CHARLES E Pa
3601001 COOPER PT RD SW 104# 199 m m
MAILING AOOHTSS SI HEE r CITY STATE LI. P CODE r
1001 COOPER PT RD SW 140 # 199 OLYMPIA WA 98502 c
3
SITE ADDRESS-STREET CIT'.ZIP CODE co
144 SE MABLE TAYLOR LN SHELTON WA 98584 m
NAME OF ER PHONE
J I M OH ESU HUNTER 360 753-1226 ICI
NAME OF INSTALLER PHONE H'
CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE a S)
ot NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY pp PRIVATE INDIVIDUAL WELL y F-
❑ REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL O V
❑ TABLE 9 REPAIR et SINGLE FAMILY 0 COMMUNITY/PUBLIC WATER SYSTEM Z Icy
❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME
❑ UPGRADE TO EXISTING 0 OTHER'. BEDROOMS LOT SIZE F-
❑ EXISTING FAILURE "Recordlt�aas '^
for rnsaao " 4 0.75
r
DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS Len oCked gale) g
Q I
OLD OLYMPIA HWY, LEFT ON KAMILCHI POINT RD, NORTH ON MABLE TAYLOR LN x lc.
TODRIVEWAY ON RIGHT AT ADDRESS SIGN. IC
o I°
I_
SITE MUST BE FLAGGED FROMMAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS [---
OFFICIAL USE ONLY BELOW TI IIS LINE
UPGRADE I FAILURE SOURCE(for repo[ing purposes!
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT 0HOME SALE ❑COMPLAINT ❑OTHER.
INSPECTOR 501L LOGS COMMENTS I CONDITIONS
TIt1: 0-2t 5IL
R/$+ et 7F ti/ (O" Y4(i q f' T!
TH2 0 -Za SI'L
4e41 G', - I—/ rcn/2Or4 1q
TH3: 0— /I S/C SFp ,
B�,
Pet oil 7 ? L,/ a/ark-4 Pi RFc, 23
co
SOIL CODES:
V=VERY G=GRAVELLY
/�S=SAND L=LOAM Si=SILT CC=1 CLAY
/C EXTREMELYTRME RAJ=ROOTS 7 �j��/
wsPEcSIGNATURE IV//D/2o Z�ATE APPLICATION
/V( l O EXPIRATION
DATE
W 7(J APPucnntED BY DATE
i(Z7Z0 j
THIS FOR MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE 1 REVISED I07256
DESIGN FORM-PACE ONE Assessor's Parcel Number: 3 LCi I -- 14 -- o C7di 41
A design will be reviewed when 3 copies of each of the following are submitted:
" Completed design form that has been signed and dated. Q 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 on checklist.
This form may be scanned and available for public view on the Mason County Web site.Maximum paper sire: 1I''X 17-
PARCEL IDENTIFICATION Permit Number SWG T l_t1�3.' no 413_ Designer's Name: �c, �(% 4TVN.S.(�
Applicant's Name: QkSN CiU 1 R L -S Designer's Phone Number: 360-753-1226
Mailing Address: (L;o 1 CAC etc& P-r,kp £\-4Designer's Address: PO BOX 162
Gf 'w OLYMPIA WA 98507
eXy Cis AA t'CJcl
City State Zip City State Zip
DESIGN PARAMETERS
Treatment Device
❑ Glendon Biofilter 0 Sand Filter PS-Mound ❑ Sand Lined Drainfield 0 Recirculating Filter,Type:
❑ Aerobic Unit Make:Model 0 Disinfection Unit Make/Model Other:
Drainfield Type
❑ Gravity Cd Pressure ❑Trench Bed 0 Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 4 Schedule/Class LW
Daily Flow:Operating Capacity 3(pa gpd Length 4 et ft
Daily Flow: Design Flow 415 C gpd Diameter 1 '14 in
Septic Tank Capacity 12 5,-, gal Number 4
Receiving Soil Type(I-6) S Separatiold -a . S ft
Receiving Soil Appl.Rate 0,4 gpd/ft2 Orifices
Required Primary Area (ZOO ft2 Total Nu rofOrifices 6 4
Designed Primary Area l. 2-6c1) ft2 Diameter 3 (tb in
Designed Reserve Area t t C ft2 Spacing 2 4 in
TrenchBBed Width t C ft Manifold
TrenchBed Length 4-6 ft Schedule/Class 40
Elevation Measurements Length 7,5 ft
Original Drainfield Area Slope '3 % Diameter i 'IL- in
New Slope, If Altered , 14 titstaAs % Preferred manifold configuration used? I Yes 0 No
Depth of excavation up-slope N 1 A in Transport Pipe
from Original Grade Down-slope a IA in Schedule/Class 4 0
Designed Vertical Separation 11' at N Length Se ft
Gravelless Chambers Required? ❑ Yes No O Optional Diameter t `It in
Pump Required? aftYcs 0 No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day (,>
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 6o gal
Orifice S. S ft Chamber Capacity 1 LSO gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Pump controls: Please check those required.
Capacity @ Total Pressure Head ‘Fri.1-39 gpm J imer L4lapse Meter Event Counter
Calculated Total Pry ipv R 0V f ft IC-F Mr. rump o 9 T-S ,Pump off 9-f•3
Comments
NOV 0 2 2023 OCT 3 1 2023
RECEIVED .:
DESIGN FORM—PAGE TWO Assessor's Parcel Number: l>> ± / U -- I '-/-- 0C_, ( cam.
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Pf Test hole locations Er Drainfield orientation and layout Reference depth from original grade:
gi Soil logs Ef Trench/bed dimensions and 121 Septic tank
O Property lines critical distances within layout 0 Drainfield cover
O Existing and proposed wells 1 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 0 Septic tank/pump chamber and restrictive strata:
O Measurements to cuts, banks, and locations ❑ Laterals,trench bed, top and
surface water and critical areas cif Observation port location bottom
❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector
curtain drain and all absorption 121 Manifold placement 0 Sand augmentation
components 0 Orifice placement Other cross-section detail:
0 Location and dimension ofEf Observation ort clean-outs
primary system and reserve area lateral placement with distance P
to edge of bed Other Information
Ed Buildings
if Audible/visual alarm referenced Yes No
Direction of slope indicator 0 Scale of drawing shown on scale d 0 Design staked out
0 Waterlines bar 0 0 Recorded Notices attached
O Roads, easements,driveways, ❑ 0 Waiver(s)attached
parking 0 ❑ Pump curve attached
61 North arrow and scale drawing 0 0 Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ blow
DESIGNjjj APPROVAL
The undersigned designer must be notified r,at tlme,pf installation 0 Yes e1 No
Q. tc ,23
Signature fDesigner Date
The undersigned has reviewed this design on behalf of Mason County Public Health and Afap rtip m
compliance with state and local on-sit gulations: L'tUV":��
Envi o Health Specialist nalac,, Nov 0 Z ?O? ,q
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING COND/Vo _' �1 P61(Tu
✓ The design is stamped"Approved"by Mason County Public health. / //
/ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: /0/(O/wZ6
✓ 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 required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: 12/7/2015
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE it PARCEL R 31910-14-00041
DATE SUBMITTED'. 10/26/2020 LEGAL/LOT 14
SUBMITTED BY- JIM HUNTER
APPLICANT. BEN CHARLES
ADDRESS 1031 COCPPIR ..14-
OLYMPIA,WA O8502
L CALCULATIONS
NUMBER OF BEDROOMS= 4
RESIDENTIAL GPD FLOW= 400
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS.
GPD=
NATIVE SOIL APPLICATION RATE= 040 GPD/FT2
DPAINFIELD(MOUND)SIZING
ABSORPTION AREA= 800 FT2
BED CONFIGURATION= 10 FT X 40 FT
IL WATERPROOF SEPTIC TANK(2 COMPARTMENT)
COMPOSITION AND SIZE= 1250 GAL CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD(MOUND)CROSS SECTION
ROCK DEPTH BELOW PIPE=
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAIISEASONAL SATURATION=
BED WIDTH=
IV.PUMP REQUIREMENTS
DOSING VOLUME IN GALLONS= 80 0
NUMBER OF DOSES PER DAY= 6
NOV 0 2 *3
to-30-23
IPtrJIM v�r���rro
HUNTER) e
V.PRESSURE CALCULATIONS
USING PIPE CLASS= 40
ORIFICE DIAMETER= 3/16
LATERAL NI=
SQUIRT HT(FT)= 2-00
LATERAL LENGTH= 48.00
ORIFICE DISCHARGE RATE= 0 5862
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 21
LATERAL DISCHARGE RATE= 12.310
LATERAL 42=
SQUIRT HT(FT)= 2.00
LATERAL LENGTH= 4800
ORIFICE DISCHARGE RATE= 0.5862
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 21
LATERAL DISCHARGE RATE= 12.310
LATERAL#3=
SQUIRT HT(FT)= 2.00
LATERAL LENGTH= 40.00
ORIFICE DISCHARGE RATE= 0.5862
ORIFICE SPACING=
DISTANCE FROM END CAP= 0']" pp�q),
NUMBER OF HOLES= 21 y ��`]4,g//�® f^�
LATERAL DISCHARGE RATE= 12.310 (�� 'p>0 it ' L.:-
LATERAL 44 NVV IJ q qJ
SQUIRT HT(FT)= 200 C 023
LATERAL LENGTH= 48.00
ORIFICE DISCHARGE RATE= 0.5862
ORIFICE SPACING=
DISTANCE FROM END CAP=
NUMBER OF HOLES= 21
LATERAL DISCHARGE RATE= 12.310
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 50.00 1.50 49 239 6.5687
BC 1.25 1.50 24 620 0.0456
CD 250 150 12.310 0.0253
DE 40.00 1.25 12.310 1.0280
TOTAL= 7.6675
TOTAL HEAD LOSS "
L -lid 1)FRICTION LOSS THROUGH SYSTEM= 7.6675
2)ELEVATION DIFFERENCE = 5.5000
3)RESIDUAL = 2.0000
TOTAL= 15.1675
2-
JIM HUNTER
7 ASSOCIATES6
naw.+...nentmmalmm
yaw
C.DESIGN THE ENTIRE FILL.
1. Fill depth
a. Fill depth
1)Depth at upslope edge of bed(D)=I to 2 ft depending on rill
and original soil = 1.00ft
2) Depth at downslope edge of bed(E)
Depth at upslope edge of bed+)%slope expressed as decimal%bed width)
=D+(%slope expressed as decimal X A)
= 100h+( 003 X 1000ft)
= 1 30 ft
b- Bed depth(F)=075 It(usualry for 1 in-laterals)
= 015ft
c. Cap and topsoil
1) Depth at bed center(H)= 18.00 inches
2) Depth at bed edges(G) = 12.00 inches
2. Fill length
a. Endslope width(K)=Total fill depth at bed center X horizontal
gradient of sideslope • l P 96J�y p
=(((D+Ep2)+F•H)X horizontal gradient of sideslope 1/4.69
\ (
ED
_( 1.15ft + 015ft + 1.50ft ) X 350 NOV 0 2 2023
SAS
▪ aaan x zso
Y BIY.,.,
= e5oft DJ• - - -
b. Fill length(L)=Bed length+(2 X endsipe width)
=B+2K
= 4800h + 8.50 ftX2)
rx 65 001t
• 0- 3o_z3
•
•
JIM PM)73-122�. a
J reA t! i==imm
Page 41
3. Fill width
a. Upslnpe width(J)=Fill depth atupsbpc edge of bed X horizontal
gradient of siestepe X slope correction factor
=ID♦F+GI X Horizontal gradient X Slope correction factor
_) 100h • 075ft + 1.00ft) X 3.00 X 092
275H X 300 X 092
= 7.55h
b- Downslope width(I)=Fll depth at downskspe edge of bed X horizontal
gradient of sideelope X slope correction factor
=(E+F+G)X Honzontal gradient X Slope correction factor
( 1300 + 075ft + 100ft X 300 X 1.10ft
= 3.05X X 300ft X 1.10h
= 1002fit USE 15.00 ft SEE 4.b.3)
e. Fill width(w)=Upslnpe width+Bed W idtn+Downslope width
=J+A+l
= 629ft + 1000 ft + 1500h
= 31z9 ft
4. Check the basal area
a Basal area required=Dail ratellnfilration rate of Original soli
APPRoticr
= 480 9aftlay / 040 gallh2/day
= 120000 h4 NOV O 2 2023
b. Basal area available-Is itsuficienn NO AS:; NTT. Ei jyyr;" 9p
1) Sloping site=Bed length X(Bed width+Downslope width) DJP.
=B X(A+I)
= 40.00 ft XI 1000 ft + 0.350 )
= 4800fi X 1835h
= 8807702 /0,10d -1.-3
JI HUNTER
ASSOCIATES
a��., 75�� a.,,
2) Level site=Fill length X Fill width
=LXW
= N/A X N/A
= N/A Fl2
3) Adjusted basal area for sloping site(When Applicable)
=Sloping site=Bed length X(Bed width•Adjusted downslope width)
=B%(A•((Adjusted))
= 4800ft Xl 1000X + 15 00fll
4e.001 X 2500ft
= 120000 tt2
APPROVED
NOV it 2 2023
- T
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50
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CAPACITY GALLONS PER MINUTE -
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