HomeMy WebLinkAboutSWG2006-00308 - SWG Application / Design - 4/19/2006 MASON COUNTY DEPARTMENT y
OF HEALTH SERVICES Official use only a00
426 W. CEDAR STREET PERMIT NUMBER: SWG _ (AQ �_
PO BOX 1666 DATE RECEIVED: l 0
SHELTON,WA 98584 ��/'y')� � �� O m
(360)427-9670, Ext. 352 RECEIPT NUMBER:3-1!� Z f
m dl
APPLICANT DATE CHECK APPLICABLE ITE WS m o
JoeNessinger 4-12-2006 W<EW SYSTEM (n
MAILING ADDRESS DAYTIME PHONE 0 REPAIR SYSTEM
PO Box 4624 360-830-9830 O/TTABLE 6 REPAIR� 17
CITY STATE ZIP SINGLE FAMILY n
]Bremerton WA 98312 O OTHER Please describe m
SITE ADDRESS Z
431 NE Trudeau Mountain Road, Belfair, WA 98528 DRINKING WATER SOURCE 3
NAME OF DESIGNER PHONE NUMBER ¢'PRIVATE INDIVIDUAL WE L m
Bud Jones 360-830-5056 O PRIVATE TWO-PARTY W LL G
NAME OF INSTALLER O COMMUNITY/PUBLIC WATER
Unknown SYSTEM I �
SYSTEM WFI#: O I N
NUMBER OF LOT SIZE: ACRES X FT
BEDROOMS 3 2.5± see a€ached SYSTEM NAME:
SPECIFIC DIRECTIONS FOR LOCATING SITE I O
From Belfair take the Old Belfair Hwy. turn left onto the Bear Creek-Dewatto Road,
turn left onto the Trudeau Mountain Road, go 5/10 mile to site on your left. 's �N
sign is posted on site. W
e
This application is for design approval only. �U\
An installation permit will be required to install the syste0.Cf`C11 _p
• All systems require ongoing Operation and Maintenance as specified in Mason County Onsite Standards.
• All onsite sewage systems must be designed by a Licensed Onsite Wastewater Designer or Professional Engm&P p n
nlds-O Q 6 r I p
approval is granted. O
• A Mason County Certified Installer must install all onsite sewage systems,unless prior approval is granted. /�..
• Onsite sewage system design approval does not imply other building site approvals. HEALTH SERV CES, ER
• Any change from the specked use of the property or any site alteration affecting the system design may invalidate this permit.
• This permit expires 3 years from the date of site review.Denial of this permit may be appealed to the Health Officer within 10lays of W
denial date.
Official use only below this line
SOIL LOGS COMMENTS/CONDITIONS
OC75 Z
SOIL TEXTURE CODES: I!,
V =very G=gravelly S=sand L—loam Si=silt C=clay E=extremely
IN CTOR SIGNATU DAT D N APPROV D BY DATE DESIGN EXPIRATIC N DATE
Revised 2/23/2005
White Copy-Health Department Yellow Copy Designer Pink Copy Applicant
MASON COUNTY
DEPARTMENT OF HEALTH SERVICES
June 20, 2006 PO BOX 1666 SHELTON, WA 98584
SHELTON (360) 42 -9670
FAX (360) 42 -7798
BJs Septic Designs ELMA (360) 48 -5269
P.O. BOX 967 BELFAIR (360) 27 -4467
Seabeck WA 98380 SEATTLE (206)46 -6968
RE: Design for NESSINGER
Case No: SWG2006-00308
Parcel No: 223027590113
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 informatioi I.
Please call me at (360) 427-9670, ext. 279 if you have any questions.
Sincerely,
Amanda Reynolds
Environmental Health
Mason County Health Services
COMMENTS:
6/20/2006 1 of 1 SWG200�-00308
ISICqN,FORM—PAGE ONE
r
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. `' Scaled layout sketch,including all applicable itei is on checklist
Scaled plot plan, including all applicable items on checklist. Cross-section sketch,including all applicable iter is on checklist.
Permit Number: SWG 2co10' Designer's Name: Bud Jones
Applicant's Name: Joe Nessinger Designer's Phone Number: 360-830-5056
Mailing Address: PO Box 4624 Designer's Address: Bl'S SEPTI� G V SAND 0&M
Bremerton, WA 98312 SEADECK,WA 98380-0967
City State Zip City Stat Zip
Assessor's Parcel Number: 22302-75-9Q113
Treatment Device
❑Glendon Biofilter ❑ Sand Filter ❑ Mound ❑ Sand Lined Drainfield ❑ Recirculating Filter,Type:
Aerobic Unit Make/ModeMi cro—Fact _S dlDisinfection Unit Make/Model Tablets Other:
Drainfield Type
AR Gravity ❑Pressure KkTrench ❑ Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 \Scdule/Class
Daily Flow 360 gpd Lengt APPROVED-
ft
Septic Tank Capacity Micro—Fast .5 gal Diamete MAI[
Receiving Soil Type(1-6) 4 Number jUN 2 Q
Receiving Soil Appl. Rate .6 gpd/ft' Separation ~,f�DR ft
Required Square Footage 600 ftz Orifices
Designed Square Footage 600 Ill Total Number of On ces
Percent Reduction Taken 0 % Diameter in
TrencION Width 3 ft Spacing in
Trenchlbo Length 200 ft anifol
Elevation Measurements Schedule/Class
Original Drainfield Area Slope 6+ % Length ft
New Slope, If Altered 6± % Diameter in
Depth of Excavation (up-slope) 10.1 6± in Preferred manifold config tion used? Yes ❑No
from Original Grade (Down-slope) 8 in ransport Pipe
Designed Vertical Separation 12 min in Schedule/Class
Gravelless Chambers Required? ❑ Yes ❑No)M Optional Length ft
Pump Required? ❑ Yes ®No Diameter in
Pump/Siphon Specifications - Dosing and Pump Cham er
Difference in fq \an on Between Pump Shutoff gmd-Uppermost Number o doses/day
Orifice Ft Dose q mity g
Uppermost Orifice ❑ Hi er'❑ Lower han Pump Shutoff Cha er Capacity gal
Capacity Q To ressure Head gpm P p controls: Timer(or)Elapse Time Meter Circle if require
Cat } ed Total Pressure Head It Timer: Pump on Pump off
Comm
APR 19 2006
A TH SERVICES M ,
I
DESIGN FORM—PAGE TWO Assessor's Parcel Number:
Permit Number: SWG
Scaled Plot Plan Scaled Layout Sketch Cross-Sectior Sketch
Test hole locations d Drainfield orientation and layout Reference depth from original grade:
Soil logs Trench/bed dimensions and t� Septic lank
Property lines critical distances within layout O Drainfi ld cover
Existing and proposed wells �JD-BoxNalve box locations Reference depth from original grade
within 100 ft of property ❑ Septic tank/pump chamber and restrictive strata:
!7 Measurements to cuts,banks,and locations p Lateral , trench/bed,top and
surface water and critical areas (�Observation port location bottom
E(Location and orientation of Clean-out location ❑, Curtain drain collector
curtain drain and all absorption [f Manifold placement Cl Sand in igmentation
components d Orifice placement Other cross-sec ion detail:
Location and dimension of ❑ Obsery tion ports/clean-outs
primary system and reserve area � Lateral placement with distance
ef'/ to edge of bed Other Information
Buildings d Audible/visual alarm referenced Yes No,
hl Direction of slope indicator d Scale of drawing shown on scale ❑ I Design taked out
Waterlines bar ❑ ❑Record d Notices attached
Roads,easements, driveways, ❑ 06/]Pump
Waive s) attached
Jparking ❑ 6 ump c rve attached
13 North arrow and scale drawing ❑ t-1 I valuat on of failure
shown on scale bar Non-re idential justification
❑ ,..//Waste strength
❑ L low
The undersigned designer El does, ❑ does not, waive the requirement to be notified by the insta ler at time of
installation.
tX 2t2— y i1 �.G_
Signature of signer Date
The undersigned has reviewed this design on behalf of Mason County Department of Health Ser ices and determined
it to be in compliance with state atA.local on-site regulations:
>4VA 6/z��
Environmental HealtliPSpecialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Department of Health Services.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: Ao�-:\ 2,5, zoO c7
✓ 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 Department of Health Services. An Installation Permit is re uired.
Revision Date:2/23/06
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An existing Old cabin tss rn septic, peter, elec. Will
iBe a shsd/stc races.
\ TRENCH SCHEMATIC IS ON REVERSE SIDE
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APP
1UN , 0 2006
\ A
J• •� drain field
Sl6virrl this\c 8�kSt ��'y
/'v; � health � o�.X esexve area \
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1 This sepfi ystem is
designed a peak
v• flow \-4 340 al . per day.
I existing ch'ivu aY
mirm E35t -• a
689s 5' ��t I 6 -
clsan cut el 1�+ i 1* This septic stsn mst maet b mt-
ti 3 Ltrhoan tare ( ! ' tco. re4Ared.
* Phtch elmatic s cf true aid to assure
1 I a gravity flow systen• pap ry
t be needed.
* �e are rn lmun oslls wi 100' of the
t I E8'4zeed chain field sites.
* REPINE ND TM SM LZI2IIC— .
* CPxiaticn and Nhinte arr a is n q ired.
1 1
MAIN A t !MUM OF I "L '. I
V ICAL S P RATION DISTANCE. / i / All SANDY COVER-MINIMUM S MI /IN RATING.
INTAIN 100' R M WELLS&SURFACE WATER.
NO VEHICULAR TRAFFIC ON upric SYSTEM.
URTAIN DRAIN IS .var REQUIRE REQUIREE AT THIS TIME.
ATERALS TO FOLLOW CONTOUR OF SLOPE.
i
100' well ra3i
/ J
/ INSTALL THE CHES NO DEEPER THAN 6
INSTALL SYS EM ONLY WHEN SOILS air^ 4
edsdxlg C��sY ARE PROPER Y DRY. s+o�
SEE ALL ATTAC 0 CONSTRUCT 014 NOTES.
k• � I
DIMEN IONS ARE ITICAL.
\ DON - DEVIATE R M DESIGN.
9�*" `` USE ( TREME CA IN SITE PREP.
REfi50VE NO TOPSOIL DURING SyTE PRE .
OWNER TO PLANT GRASS 0VE9 SYSTE
AND MAINTAIN GROW
el 30t
SEPTIC SYSTEM DESIGN ONLYt
THIS B.S.A. SUBJECT TO OTHER "' u'p" DES! N
GENCY'S APPROVAL! L EXPIRES
DESIGNER
S IS NOT A SURVEY! 165 t EXPIRES
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B.J.'S Septic Designs and O&M
P.O. BOX 967
SE.ABECK,WA. 98380-0967
360-830-5056
G
CIeEHSEb OL S;Gn ER
J PAESa T CONSTRUCTION NOTES,AND DLSCLAIMERS
1. The couched a.ring does:cot represent a survey nor does it purport to show all easemeoa or
encroacimunts, ii any.
2. Check die moisure content of tine soil at 7-8"deep.If it is to wet,smearing and compacting will
result, thus inducing the infiltration capacity of the soil. Soil moisture can be determined by rolling
a soil sanplc bcw:een the hands.If it crumbles,site preparation can proceed If the site is too wet to
prepare,do not proceed until it dries out.
3. Use extreme care in site prep.Remove"no"top soils. Use care in tree and stump removal.Leave
root systen•.s inwu. Cur off larger trees at the surface when possible.
4. Trench botiums must be level.Follow she contours of the slopes.
5.. The location of.his drain Geld is based upon the owner,or owner's agent,locating the property
lines and comer, If those locations are not accurate,the designer is not liable for mistakes that may
occur in the location of the drain fields,home,or any component relating to this septic design.
6. Brush piles and debris are not to be burned on top of the proposed drain field sites.
7. Do not use the drain field areas for storage ofexcavated dirt,parking,lumber packages,or anything
else that will disturb or destroy die areas.
S. For protection of the drain Geld sites,they are to be roped off prior to and during any construction
No IF2fpc of en 'ry;.a is al lewcd on top of die proposed drain field areas.
9. Removaolc efthrcn:screens are to be used. Installation and use of this septic system without effluent
screens:nap can a:! any warranty,expressed or implied.
10. Topography,bc;rehrnark,stub-out and invert elevations are based upon assumed data and may not
be absalutcly cornet in all cases, Elevations shown are approximate.
11, Eneroaci_mzrt of house and/or driveway into drain Field areas may render this design and site
unraable
12. All roof d:Dins,nd do m'nspuuLs shall be directed"'to u gutter infiltration system,or away from the
drain field since.
i3. Do not i:swl! !!.0 drain Cc!d in depressed areas where surface water can collect.The grading over
the draiii field li.cs nnust provide for proper surface water run-off.
14. This s-vsscni is :oi designed for the use ofa garbage disposal and may cause a system failure.
15. This sys.ern :;:;rires a proper degree of maintenance.Certification of the design and installation
does cot ia.::a rocble free service.
16. If a certain drtun s}stem is required,it is to be installed per local health depamnent codes.
17. If D-box is •.:scd ill U:Is application,speed levelers must be used.
18. If soil dcpdn>are los doing site prep,or during any step of installation,this design and site may be
rendered us_!ess.
19. If the drain Gerd consists of,hallow trenches, once installed and inspected for cover-up,places
mirinm.:r.:of l"--'8" ofa good off site sandy cover over the entire drain field site.The system owner
is dies to p lar.t grass over the drain field and maintain its growth.
20. A p:nnp rimy'-- required if the stub-out is lower than the invert of the laterals.If gravity feed is
proposed, v:U-,h iin:d elevations of home,placement of septic tank,and drain field to assure a
gravity feed system. Othcnvise a pump may become necessary.
21. If this design does nut require a curtain drain system the option most remain open if unforeseen
problems occ_�r in Uhe future.
22. The instJlcr:nust to.ail the he.dt h department regulations.
23. All systc::l mvst i:ere cssrs to the surface of the ground.
24. If enfo:asec:n surracc water shows up for any unexpected reason and is with-in the required set-back
to;he drab:!IcIC sites the designer cannot be held liable for this occurrence.
25. TIME 01'iNc'R 0_'!I—S S!'I'EIS RESPONSIBLE TO FILL SOIL LOOS AS SOON AS THE
COUNTY INSPECTION 13 COM2LETE UNLESS.OTHERWISE CONTRACTED WITH B.1.'S
SEPTIC DESIGNS AND 0&M.
26. If a C!aes 3 `;,
Contro: of w.:❑dope nra,
.., -...- ..._c iac!Lille a 50' horizonml aucnuatioNtrcatment zone down gradient of the
s)•Stem,
L.ce .::ls,be wider the direct ownerslup of the on site sewage system owner or
ollcd''} the o+,ncr tluough easements.
•]bst�:1•,c e ca required to prevent cons tructi on/installadon of any trench,channel,ditch,
road c::;, uul!ty ciusG, or other structure or excavation that would serve as a conduit for -
r.:igruung ground rater.
27. Prepare site ;i instep drain field system during dry conditions.
28. If Operation::::d"d_i:aur:nee is required,this system is to be set up for future O&M access '
fol!omi::g::II ;n:nimam requiremenu as set forth by the health department.
29. If iNiluatois a:n uscd in d'is upplicabon,they are to be installed per the manufacturers specs.
30, Obscrva.ior-pe:r c required and must be installed per county codes.Minimum is one at the
begiruting c ii:c Lin:c!,and one at the distal end.
31. Pressurized •n•a ter li::cs with in 10'of any septic component are to be sleeved.
32: All sr.vagc lines d:::r ere driven over must be sleeved to protect from crushing.
33. Maintain a mu:i;nnm of NO' from any surface water unless approval has been granted from the
heahh depar tin:cru. !n some cases a 150' set back is required.
34. MainLi;:, cr!'rd::..::„ ar iC0' from all wells unless approval has been granted from the health
deparune:;.. =::-on:c<eses a 200' well set back may be required,see the attached approved design
for decry ar. Jtz •,vcll s_!becks.
35, A cleaii out is rc,:ind bcnveen the foundation and the septic/pretreatment tank.
36, If a pump to grsr:rr iced drain field is to be installed, it is highly"recommended"that a timerand
cotm:cr be used tc he!o regulate the daily water usage.