HomeMy WebLinkAboutSWG2019-00153 - SWG Inactive - 5/8/2019 415 N 6TH STREET,SHELTON,WA 98584
MASON COUNTY SHELTON 360427-9670,EXT 400
0 COMMUNITY SERVICES BELFAIR:360-276-4467,EXT 400
ELMA:360462-5269,EXT 400
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PAULA JOHNSON -Arrow Septic Designs
171 E Vuecrest Drive
UNION, WA 98592
Deficiency Report
Applicant: Turk, Laurence
Parcel Owner: Turk, Laurence
Site Address: 102 E PEBBLE RIDGE DR
Primary Parcel Number: 322367500050
OSS Permit Number: SWG201MO153
Permit Description:
Permit Submitted Date: 05/08/2019
Permit Review Date: 0 611 8/2 0 1 9
The above mentioned permitwas reviewed and is NOT approved. Additional information or changes are required.
I have routed this to planning for recommendation of steep slopes and potential surface water.
Sincerely,
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YM Iswy � o (q 6o �y3
OFFICIAL USE ONLY
MASON COUNTY PUBLIC HEALTH 5_ S _
ONSITE SEWAGE SYSTEM APPLICATION N m 0
415N6th SbeKW98) Shekmft. 584 ' 1 [� < N
SIXltm:3E9iD4878dt 180 BeVair:3602754187e 4W SWG O l l — io I 56 o p .
La rU ene Turk MAY 08 2019 (360)704-0240 m n
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1420 Marvin Rd SE Suite C FMB 462 Lacey WA 98516
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NAME OFGFSIGXER RKME I (a
Arrow Septic Designs (360)898-2255
NAME GF INSTALLER PNwE I N
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❑ TAEIE 9 REPAIR SfSINGIE FAMILY ❑ COMMWST'NUa1C NMTER SYSIHM Z I IT
❑ TA"SI ONLY O C MHRCw. SYSIEM NAME I '
❑ UPGRADE TO DNSnNG O OTHER dWRfX:48 IpTyla[ v
O EKISDNGFMLURE 3 5.8Acres m 10
gREC11CNe T08RE.9E 9FEGFIC MD A SE CF MY NEECEO INFORMAl10N FM ESS I-IMW PNI EOj
Take Hwy 106 from Union to "Pebble Ridge" development @ mile marker 10. Go up hill,
around 3-story brown house#9980. Take gravel road to the (R) at Y. Follow to yellow sign o
on (L) Drohman 00050. Park car at hammerhead approximately 80' past well.
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RN TWP22N SEC36 Parcel 2
edhavingtheTw Parcel NmnbcrE 32236-75-00070
an whida be gwtor(.)owna ado ofan oo-am aaw.ge disposal sylvan and drain field
repair areathatsawn.atumure IweNd lowittg described.1 mlam,itai in Maws Caanty.State
of Washaglpn:Ia wit:. w"
R3W TWP22W SEC(366 3 ^
.ndh.ss,l,,Tas Patel 'bb.PT� 2236-75-00050
en grenw(S)is( �m the as-site w. ,disposal ryafena in such a inamcr to faulimtc
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stress a or wdl allow an utility annenbm for ma OR,and porous,m'canv*,sci from 0n1,
parcel ,lr allow an baseman For do onrlbwof mainminna,or rapairins the on,nn,wMic'"tanruul
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crow a shall urn will the land ad shall be binding wall pmuos havingar aequnus airy right.title.c
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DESIGN FORM—PAGE ONE Assessor's Parcel Number.32236-75-00050
A design will be reviewed when 3 Copiesof each of the following are submitted:
•Completed design form that has been signed and dated. v Scaled layout sketch,• including all applicable items on checklist
Scaled plot plan,including all applicable items on checklist. I Cross-section sketch,including all applicable items on checklist.
This form 6e scanned and available for blic view on the Mason Con Web aim.Marim on paper size: I1"X)7"
Permit Number. SWG 2OI d/' 6OIJ.'d Designer's Name: Paula Johnson
Applicant's Name: Lantern,Turk Designer's Phone Number: 360 898-2255
Mailing Address: 1420 Mervin Rd.SE,Ste C PMB 462 Designer's Address: 171 E.Vuecrost Drive
"Renewal" Lacey, WA 98516 U 'on WA 98522
city State Zi CitV State Z'
C Treatment Device
❑Glendon Biofilter Saud Filter ' 0 ound ❑ Sand Lined Drainfield ❑Rmixulating Filter,Type:
lg a bie Unit Make/Madel N W t BNR-500 ❑Disinfection Unit Make/Model Other:500-Gal Pre-Trash Tank
Drainfield Type
❑Gravity
®Pressure ®Trench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class 40
Daily Flow:Operating Capacity 270 gpd Length 40 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity NUWater BNR-500 gal Number 5
Receiving Soil Type(1-6) 4 Separation 9 ft
Receiving Soil Appl.Rate .6 gpd/fF Orifices
Required Square Footage 600 ft' Total Number of Orifices 40
Designed Square Footage 600 ft, Diameter 3/16 in
Percent Reduction Taken 0 ado Spacing 60 to
Trench/8ed Width 3 ft Manifold
Trench/Bed Length 200 R Schedule/Class 40
Elevation Measurements Length Header It
Original Drainfield Area Slope 15 % Diameter 1.25 in
New Slope,If Altered 15 % Preferred manifold configuration used? ❑Yes O No
Depth of Excavation Up Jb 15 in Transport Pipe
from Original Grade Downs, 9 in Schedule/Class 40
Designed Vertical Separation 14+ in Length 350 It
Gravelless Chambers Required? ❑Yes Cl No ®optional Diameter 2 in
Pump Required? ®Yes ❑No Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 4
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 90 gal
Orifice -10 It Chamber Capacity 1,000 gal
Uppermost Orifice OHighef ®Lower than Pump Shutoff Pump controls:Please check those required.
Capacity @ Total Pressure Head 23.60 gpm ®Timer ®Elapse Meter ®Event Counter
Calculated Total Pressure Head 6.59 it If Timer: Pump on 3 min. .Pump off 6 hours .
Comments
Pn fcp f0 MAY 0 8 201q
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 32236-75-00050
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Q Test hole locations �!9' Drainfield orientation and layout Reference depth from original grade:
'Er Soil logs 3T Trench/bed dimensions and a Septic tank
,tf Property lines critical distances within layout R Dminfield cover
$f Existing and proposed wells I$ D-BOx/Ya"e box locations Reference depth from original grade
within 100 ft of property $ Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks,and locations :R Laterals,trench/bed,top and
surface water and critical areas �K Observation port location bottom
❑ Location and orientation of R Clean-out location ❑ Curtain drain collector
curtain drain and all absorption $( Manifold placement ❑ Sand augmentation
components R Orifice placement Other cross-section detail
3ff Location and dimension of Ir Lateral placement with distance g Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
'1R Buildings 1�1` Audible/vis referenced Yes No
,$ Direction of slope indicator 2 f Scale of wn on scale ❑ AV Design staked out
❑ Waterlines bar •c Er ❑ Recorded Notices attached
lr Roads,easements,driveways, '�.n Cl �Waiver(s)attached Ems p H
parking ", ` lr ❑Pump curve attached.„
;r North arrow,and scale drawing ' . ❑ EF Evaluation of failure
shown on scale bar si4caas Non-residential justification
PAULA JOY JOHNSON
s� DMON ❑ Waste Strength
a" IN
rim ❑ ErFlow
DESIGN APPROVAL
The undersigned designer must be no i t by install t f e of installation 'RYes ❑ No
(ld r�A4iij 5-&41
Signature of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local on-site regulations:
Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL L4 VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped`Approved"by Mason County Public Health.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
✓ 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: 12/72015
TNEASTE�Y PLAT
L/NE OP PEBBLE BEACH
PAW
EXISTMG 30'EASEMENT FOR MGRESS
I EGRESS. SEE SURVEY BK 4, FG 84-86
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FOUNO 3140 IRON PI
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RESULT/N�s f9;a �< `
PARCAEL 1
32 682.76 311.04 249.93 119.3
}E 31 N 885115 E 1343.06
2411&4T 5 8853'02' W 134.106
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OS 1,QOGalloa Pump Chamber
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each M 0ei'"0 Po^ " " .: r . ° Arrow Septic Designs
era, Tea. PAAAJOY JOHNGON
Tla R.* a SW" LfcMVj StaN5a f (360) 898-22.55
PPGEq aF OPl?Gi . ...
Length Length Orifice # Distance from Distance from
Lateral# (In. Ft S acingOrifices Feeder Line In. Cleanout In.
480 40 60 8 30 30
2 480 40 60 8 30 30
3 480 40 60 8 30 30
4 480 40 60 8 30 30
5 480 40 60 8 30 30
Total Lateral Len th 200
Total#Orifices 40 GPM= 23.6
Dynamic Head Calculations
Selected residual pressure: 2 ft.
Length (Ft.) #Orifices
Transport Pipe 350 40 3.50 ft.
Feeder Total
Lateral Line Length
Lateral#1 40 2 42 8 0.15 ft.
Lateral#2 40 11 51 8 0.19 ft.
Lateral#3 40 20 60 8 0.22 ft.
Lateral#4 40 29 69 8 0.25 ft.
Lateral#5 40 38 78 8 0.28 ft.
Total Elevation Lift 0.00 ft.
Total Dynamic Hea 6.59 IIINON
LIDWrtM OAallalR aEnL 71N.59
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Septic Tanks must meet standards required by WAC chapter 246-272C and FI(iURE 2
manufacturer must be on Dept of Health list of registered sewage tanks.
7
H 35 of65
Pan
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7.ddateDose-Mate
dewatering or effluent This is our fastest growing line of
s where pumping effluent pumps.The 150 series is truly
is critical, this robust a workhorse designed for reliability
psis known for reliability, under extreme conditions in an effluent
d performance. These environment. 150 series pump curves
pumps are especially suited for harsh coverawide range of applications.They
environments.Zoellels coal run design are well suited to applications with
and corrosion-resistant powder coated low pressure pipe(LPP)and enhanced
epoxy finish add up to a long-lasting flow STEP systems. Zoeller's cool run
trouble-free product. design and corrosion-resistant powder
coated epoxy finish,in addition to the
hermetically sealed,oil-filled motor and
non-clogging vortex impeller add uptoa
long-lasting,trouble-free product
os g
' APPLICA11I0143: APPLICATIONS:
STEP or onshe applications STEP or onshe applications
Water transfer Light commercial dewatering
Light commercial dewamring
SPECIFICATIONS:
SPECIFICATIONS: 1-1/1'NPT discharge
1-1/2"NPT discharge 3110 HP through 1/2 HP
1/2 HP through 1 HP Available in nonautomatic or with a variable level
Available in automatic or nonautomatic piggyback mechanical switch
• Model 137,139,140:1/2"(12 cam)spherical solids 1/2"(12 mm)spherical solids capacity with vortex
capacity with wreak impeller thermoplastic impeller
Model 145:3/4"(z9 mm)spherical solids capacity with For mom Information,see Technical Data 5heat FM27"
witeximpe0er
Bronze construction available(139 series)
High head version available(245 series) /tenp 1ri /� N
Double shaft seal versions available for added protection �JUCiWIl
on models 140/145.
For more information,sa Technical Data Sheets FM2781,F142783.
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all sates, n•I�cl*„
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7)Upon approval b Iuckfllt,bareUly eackfia with netlra I l I 1r Rtl�t
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wabrbwertl tank
l'OPMEIN
r'•2art
w e , AEROBIC TREATMENT TANK DETAIL FOR
Nu WATER BNR-500 TREATMENT UNIT
ENVIRO•FLO, INC. QED 3/01/12
Wastewater Tmafinew Technologies
P.O.BOX 321161,Flowooa,MS 39232 maLE:
(877)83&8a76 (601)8 716 fax
.enviro-flo.nef
$ ark (0