HomeMy WebLinkAboutSWG2023-00034 EXPIRED - SWG Inactive - 4/12/2026 U u ZQ`L� 1 OFFICIAL USE ONLY
APR
DATE RECEIVED: ^ ` r
MASOI `COUNTY G Zj U)
COMM![1;NIT SERVICES AMOUNTRKENED: RECEIVED BY: m
Public Health(Communi' ealth/Environmental Health) O O
360-427-9670,etL 400 or 36DW275-4467,ex 400 /� rt/G �o 2 `.�^,..,
415 N.6th Street-Shelton,WA9a584 \JV\V/1`-J• w
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ON-SITE SEWAGE SYSTEM APPLICATION
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PHONE r'
APPLICANT
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Daniel Ford z
MAILING ADDRESS-STREET,CITY,STA ,ZIP CODE OJ
131 E. Olympic Ct Allyn WA 98524 z
I SITE ADDRESS-STREET,CITY,ZIP CODE
260 E. Catfish Lake R Shelton WA 98584 I w
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NAME OF DESIGNER PHONE
Rod Left 360-698-8488
PHONE
NAME OF INSTALLER
1 ___
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PERMIT RMp TYPE(select one) DRINKING WATER SOURCE O
91RESIDENTIAL OSS !�.ICOMMUNITY OSS p I,COMME IAL OSS IXa PRIVATE INDIVIDUAL WELL 4 JI PRIVATE TWO-PARTY WELL Z I
�#PUBLIC WATER SYSTEM I I
TYPE OF WORK(select one) I
NEW CONSTRUCTION!UPGRADES REPAIR/REPLACEM OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR
❑ SURFACING SEWAGE ❑EXISTING FAILURE ❑SHORELINE
SUBC{�MIITTALS C� I Cn
DESIGN FORM(REQUIRED) Ry1ISEPTIC DESIGN(REQUIRED) EDROOMS LOT SIZE
5 219,542.4 0 I1
W]WAIVER(S)(IF APPLICABLE)
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) I I
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ICD
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS:—
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE(FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑0 ER:
COMMENTS CONDITIONS
INSPECTOR SOIL LOGS
tnIt: O3 " i e at 8"
3, p-Z (, Lr3 '-' '
Tffy; O—
RECORD DRAWING AND INSTALLATION REPORT
SOIL CODES: REQUIRED FOR FINALAPPROVAL.
V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS DATE
I
P SIGNATURE DATE APPLICATION EXPIRATION DATE
APPLICATION APPROVED!ISSUED BY
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE
REVISED 12(7!2015
DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 3 4 - 7 5 - 0 0 0 5 0
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 items on checklist
Scaled plot plan,including all applicable items on checklist. 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 size: 11 X 17
PACELC�A'TIOI :rr,�ir, _ ,,.s:'C .�.::k;.
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Permit Number: SWG 7O1J- (YO(2 3 N Designer's Name:
Rod Left
Daniel Ford 360-698-8488
Applicant's Name: Designer's Phone Number:
131 E.Olympic Ct PO Box 2954
Mailing Address: Designer's Address:
Allyn WA 98524 Silverdale WA 98383
City State Zip CityState
Zip
Treatment Device
❑Glendon Biofilter 0 Sand Filter 0 Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type:
❑Aerobic Unit Make/Nlodel
❑Disinfection Unit Make/Model— Other:
Drainfield Type 0 Sub Surface Drip
Gravity
0 Pressure 0 Trench 0 Bed
Septic Tank/Drainfield Specifications Laterals
5 Schedule/Class 40
Number of Bedrooms 70 ft
Daily Flow:Operating Capacity 600 gpd Length
Daily Flow:Design Flow 600 gpd Diameter 4 in
gal Number 5
Septic Tank Capacity 1,500 5 ft
Receiving Soil Type(1-6) 4 Separation
Receiving Soil Appl.Rate
0.6 gpd/ft Orifices
Required Primary Area 1,000 ft2
Total Number of Orifices
Designed Primary Area
1,000 ft2 Diameter in
ft2 S acin in
Designed Reserve Area 1,000 P g
Trench/Bed Width
3 ft Manifold
Trench/Bed Length 335 ft Schedule/Class
Elevation Measurements
Length ft
Original Drainfield Area Slope
3 % Diameter in
New Slope,If Altered 3 % Preferred manifold configuration used? 0 Yes ❑No
Up-slope sloe 9 in Transport Pipe
Depth of Excavation P- i?from Original Grade Down-slope 8 in Schedule/Class 40
Designed Vertical Separation
18 in Length 285 ft
• Graveness Chambers Required? 0 Yes 0 No I 'Optional Diameter 2 in
Pump Required? iI Yes 0 No Dosing and Pump Chamber
Number of doses/day 6
Pump/Siphon Specifications 100 gal
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity
Orifice Chamber Capacity 1,500 gal
Uppermost Orifice i1 Higher 0 Lower than Pump Shutoff Pump controls:Please check those a uired f�Event Counter
Timer Pee Meter Capacity @ Total Pressure Head 10 gpm 1.55 Pump off
Calculated Total Pressure Head
21.1 ft If Timer: Pump on
Comments
CLASS 3 VII&1L'cf_ O/s ell CSLIMG- lnrt to O
• DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 3 4 -- 7 5 -- 0 0 0 5 0
Permit Number: SWG 1c 2 3 0fff?'(
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
l6 Test hole locations 6Z( Drainfield orientation and layout Reference depth from original grade:
A Soil logs g Trenchibed dimensions and Septic tank
91 Property lines critical distances within layout [7( Drainfield cover
21 Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade
within 100 ft of property 61 Septic tank/pump chamber and restrictive strata:
61 Measurements to cuts,banks, and locations t Laterals,trenchlbed,top and
surface water and critical areas 21 Observation port location bottom
❑ Location and orientation of 21 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption E1 Manifold placement ❑ Sand augmentation
components 96 Orifice placement Other cross-section detail:
21 Location and dimension of 21 Lateral placement with distance 9 Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
R1 Buildings yi Audible/visual alarm referenced Yes No
21 Direction of slope indicator gj Scale of drawing shown on scale 0 C1 Design staked out
21 Waterlines bar ❑ Dl Recorded Notices attached
56 Roads,easements,driveways, 21 0 Waiver(s)attached
parking 9 0 Pump curve attached
66 North arrow and scale drawing
0 6Z(Evaluation of failure
shown on scale bar Non-residential justification
❑ 21 Waste strength
❑ 21 Flow
DESIGN APPROVAL'
The undersigned designer must be notified by• taller at e of installation 21 Yes ❑ No
jZ 4 r'( zvz5
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 IS 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: 12/7/2015
Pump Selection for a Non-Pressurized System -single Family Residence Project
32134-75-0000/FORD
Parameters 160
DisctareAssertyS a 200 tides
TrasR 1L.e-uh 452
TraspatPipeClass 40
Traspat reS¢e 200 ird
DetthbrgVdvvloid Nme 140
M�ceer a1Lift . Z
DesigiFbNRab 10 gpn
FbNMetr Na a ir>
'Adi-cd Fria1 LSses 0
120
Calculations
Tract' ' 09
____ WI ____
Frictional Head Losses u' 100
LrsstraighDisda 02
Lss inTraspQt 0.9 f�
Iosltrn5Vie 0.0
lcssthniFb�rr r 0.0 t� i 80
'/d-aiFriLos 0.0 fed v
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Pipe Volumes
JPF5101VddTrdmP M 3t ire 1 R 60Minimum Pump RequirementsDesgiFbNRatz 10.0 grn 21.140 — +4 --
TWIDymmHead —
20
00 10 20 30 40 50 60 70 80
Net Discharge(gpm)
PumpData Legend
PF5005HighHmdFJILstPurp SystrnCwe: —
50GRV 12HP
115W 10601-Iz,200'7,MU130601-1 z PurpCuve:
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Incorporated LICENSE_ 910NER
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NOTE A. m.rr.m,y 3 '%
PRESCRIPTIVE FLOW CONTROL MEASURES
ARE TO BE DESIGNED BY LICENSED INDIVIDUALS
IAW WITH APPLICABLE STATE AND COUNTY CODES. :•
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230'
50'
EE [ \II1F1
jill APR 22023
2023
1299.85'
SOIL LOG#1:
A .00.0r
SOILTYPE:4
0-32":REDDISH BROWN LOAMYSAND W/SCATTERED GRAVELS
SOIL LOG#2:
SOIL TYPE:4
PROPERTY OWNER NOTE: EXPIRES 12115/ SAND 2T: /SCATTERED
BROWN GRAVELS
S
Carefully review ALL aspects of this septic W/SCATTERED
design.ANY costs incurred due to changes to
this design after submission to the County Health Department SOIL LOG#3:
are the sole responsibility of the property owner.
SOIL TYPE:4
TI-If. /S NOT A RV Y ALL PROPERTY L/NES/B0UNEAR/ES HAVE D"-27 REDDISH BROWN LOAMY
BEEN L)EMONSTRATED BY THE OWNER(S) ANA/OR THE/F? AGENT(S)_ sANDw/SCATTERED GRAVELS
INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS A LL CODES/SETBACKS 0'510' 30' 50' 75' 100' SOIL LOG#4:
II IS THE RESPONSIBILITY OF OWNER/REPRESENTING AGENT TO PROVIDE TO ACME IN WRITING SOIL TYPE
ANY ANC ALL INFORMATION PERTINENT TO THE CBVBLO PM ENT OF SEPTIC FEASIBILITY ANC/OR 0"-30":REDDISH BROWN LOAMY
C BSI CS NJ INCLU CI NI CS ALL GRAY/BLACK WATER STUB OUTS, UTILITY LOCATIONS, PROPERTY CI MBNSI ONS SCALE(FEET) SAND W/SCATTERED GRAVELS
DIMENSIONS, EASEMENT , BUFFERS ANC SETBACKS R BC)UIREC BY GOVERNING OR REGULATING ENTITIES
'" CRY WEATHER INSTALLATION ANC SITE PREP REQUIREC- LEGEND pA■
- PROTECT PRIMARY ANC BB E CRAINFIELC AREAS FROM ANY VEHICLE TRAFFIC.
N A� '� V ■ E D E S I G N
O FO UN CATION SPOILS ORB BU BUFERNING ON CRAINFIELC AREAS_ � = SOIL LOG
CUE TO UNFORESEEN WATER TABLES, A CURTAIN DRAIN MAY BE REQUIREC_ ---
= N0 BUILD ZONE
CBPENCING UPON FINAL ELEVATIONS, A PUMP MAY BE REQUIREC_ =CLEARING LIMITS
^ DIRECT ALL DOWNSPOU H T/SURFACE \ ATER AWAY FROM CR.-,I"F' LC AREAS_ 1--% =LOW AREAS DATE- 7 APRIL 2023
IF CF LATERALS OR MODULES ARE DEPICTED, THEY FEBA APPROXIMATE ANC MAY�/ARY, - P.O. BOX 2954
P ROVI DEC THEY REMAIN IN THE DELINEATED CF AREA_ =TREES 12" OIA NAME- FORD SILVERDALE, WA.
L.L.WELLS WITHIN 100 FEET OF PROP_ BOU NICARI ES HA�/E BEEN SHOWN (200' FOR CLASS-B WAIVER-
EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE_ Q = CLEAN OUT T AX ID_ 32134-75-00050 98383
WATER LINE MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENT.
MAINTAIN A MINIMUM 50' SETBACK DOWNSLOPE OF I-PITS_ MINIMUM OF 10 SETBACK UPSLOPE OF I-PITS- O =1,500-GAL SEPTIC TANK
SEBC) ANC MULCH F1NAL CB INFIELCD COVER IMMBDIATELY UPON COMPLETION_ STREET- 260 E CATFISH LAKE RD TEL- 360-698-8488
DEPENDING ON THE TYPE OF ATU USED, A TRASH TRAP MAY BB REQUI FEB C_ =1,500-GAL PUMP TANK _ INFO ACMESEPTIC.COM
LATERALS MAY BE NO CLOSER THAN 5' ON CENTER- ® =D-BOX SCALE: 111 5OI SITE PLAN
IF WATER ANC SEWER LINES CROSS, THEY MUST BE CONSTRUCTED I STATE Sc COUNTY CO CB_
NOTE A's(wain.Primaiv
PRESCRIPTIVE FLOW CONTROL MEASURES -
ARETO BE DESIGNED BY LICENSED INDIVIDUALS ' '
IAW WITH APPLICABLE STATE AND COUNTY CODES. �' rco�e�aet�,
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_ !iL1 APR 1 2 2023 Jj
1299.85 (
.p. SOIL LOG#'1:
+ �` SOILTYPE:4
0"-32":REDDISH BROWN LOAMY
�` SAND W/SCATTERED GRAVELS
R U:fT SOIL LOG#2:
LICENSE EBIONER SOILTYPE:4
0"-2T':REDDISH BROWN LOAMY
PROPERTY OWNER NOTE: EXPIRES 12115/
SAND W/SCATTERED GRAVELS
Carefully review ALL aspects of this septic
design.ANY costs incurred due to changes to
this design after submission to the County Health Department SOIL LOG#3:
are the sole responsibility of the property owner.
SOIL TYPE:4
0'-2T':REDDISH BROWN LOAMY
TH/ / NOT A SURVEY_ ALL PROPERTY L/NES/BOUNOAR/ES HAVE SAND W/SCATTERED GRAVELS
BEEN DEMONSTRATED BY THE OWNERS) ANO/OR THE/R AGENT(S)_
INSTA LLEF2 MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACKS 0'510' 30' 50' 75' 100' SOIL LOG#4:
^IT IS THE RESPO NSI BILITY OF OWNER/REPRESENTING AGENT TO PROVIDE TO ACME IN WRITING SOIL TYPE-
ANY AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBILITY AND/OR 0"-30":REDDISH BROWN LOAMY
DESIGN INCLUDING ALL GRAY/ LACK WATER STUB OUTS, LiTILI-rY LOCATIONS, PROPERTY DIMENSIONS SCALE(FEET) SAND W/SCATTERED GRAVELS
DIMENSIONS, ESEMENT , BUFFERS AND SETBACKS REQUIRED BY GO\/E RNI NG OR REGULATING ENTITIES
D.RY /FATH IN LL TI O
ER STAAN NU I A STE P REP REQUI RE=o_LEGEND
- P NROTECT PRIMARY RESERVE DRAINFIELCD AREAS FROM ANY VEHICLE TRAFFIC_
NO PC) S POCDILLS OR BURNING ON DRAINFIELD AREAS_ = SOIL LOG
^ DUE TO UNFORESEEN WATER TABLES, A CURTAIN DRAIN MAY BE REQUIRED_ ---
= NO BUILD ZONE
DEPENDING UPON FINAL ELEVATIONS, A PUMP MAY BE REQUIRRED_ = CLEARING LIMITS
DIRECT ALL CD CD WIVSPO UT/SURFACE WATER AWAY FROM ED RAINFIELCD AREAS_ -- =LOW AREAS DATE- 7 APRIL 2023
D•` IF F LATER R M O R TH Y AR R X ``
ALS CD AE DEPICTED, EE APPOIMATE AND MAY VARY, P.O. BOX 2954
PROVIDED THEY REMAIN IN THE CD LINEATECD CD F'AREA_ =TREES 12" DIA NAME- FORD SILVERDALE, WA.
ALL /ELLS WITHIN -100 FEET OF PROP_ BOUNDARIES HAVE BEEN SHOWN (200' FOR CLASS-B WAI.,'Ft ) 98383
^ EXCEPT FOR THE DISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SUIRFACE_ Q = CLEAN OUT TAX ID- 32134-75-00050
WATER LINE MUST BE , MINIMUM OF -10' FROM ANY SEPTIC COMPONENT_
MAINTAIN A MINIMUM 50' SETBACK DOWNSLOPE OF I-PITS_ MINIMUM OF 1 0' SETBACK UPSLOPF OF I-PITS- =1,500-GAL SEPTIC TANK
SEED AND MULCH FINAL DRAINFIELD COVER IMMEDIATELY UPON COMPLETION_ STREET- 260 E CATFISH LAKE RD TEL. 360-698-8488
DEPENDING ON THE TYPE CF ATU USED, A TRASH TRAP MAY BE REQUIRED_ =1,500-GAL PUMP TANK INFO ACMESEPTIC.COM
LATERALS MAY BE NO CLOSER THAN 5' ON CENTER. =D-BOX SCALE: 1 II-5O1 SITE PLAN
IF WATER AND SEWER LINES CROSS, THEY MUST BE CONSTRUCTED IAW STATE 8• COUNTY CCDE_
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ACME DESIGN
DATE- 7 APRIL 2023
P.O.BOX 2954
NAME- FORD SILVERDALE,WA.
SCALE( TAX I D- 32134-75-00050 98383
STREET- 260 E CATFISH LAKE RD TEL.360-698-8488
1NF0@ACMESEPTIC.00M
SCALE:1"=80' SITE PLAN
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LICENSE DESIGNER
EXPIRES 121151 Zi
GRAVITY DISTRIBUTION TRENCH CROSS SECTION
NO MORETHAN20"OF COVER 1,500-GALLON CONCRETE PUMP CHAMBER CROSS SECTION
TOP OF DRAINFIEID RISERWTH PUMP TANK SETUP ISAN EXAMPLE ONLY. PVC Splice Box s �
ACTUAL TANK SETUP MAY VARY, with Cord Grips
SLOV,F PUMP AND TANK MANUFACTURER. r�o2 D-BOX DEPENDING ON F be glass Gasketed l dvrifh LEFT
6"MIN GOV Stainless Steel Bolts UCENS DESIGNER
4'PIPE VCRiserwifhGromtlet( EXPIRES 121151 y+�
TRENCH WITH g' InspectionAccPss 24 Ps)
GRAVELLESS CHAMBER NATIVE SOIL SlopeGmund \
SURFACE (atgr undsu AwayfiomRiser @ccimraank esive)
(al ground sudace) "RISER adap recommended adhesive)
1 Discharge Assembly
Tank Ada ter Conduitto
(caslorbolled) ConhalPanel Elfiuent[hscharge CLEANOUT AND MONITORING PORT DETAIL
Conduitseal
+ Net
OBSERVATION PORT
VERTICAL SEPARATION Tank Adapter(cast or bolted) FINISHEDGRADE (T MIN DIAMETER
IN NATIVE SOIL OVER MATERIAL AS REQUIRE
•YHREAGEC,CAp- �Chock Valve(optional)
Float ss A E embl RESTRIC11VE
CT1VE LAYER
Y
CO MPAC T LEN S OR
'SCR" 1:...••. :•.-':"=.;•�.--� II III GRAVELLESS CHAMBER GRAVEL.PI CHAMBER
- �=�t� =: :::: �.::.>..�...,..;..�:.:.::. ......�....... HARDPAN
(GRAVEL 8 PIPE MAY BE (GRAVEL S PIPE MAY BE
SUBSTITUTED) SUBSTRUTEDJ
TUB
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NOT TO SCALE 36 *
mpactioln or wat
GENERAL CONSTRUCTION NOTES: CONSTRUCTION NOTES
1.ACME DESIGN CO.HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTIUTIES,
SEPTIC SYSTEMS,AND SUBSTRUCTURES.APPEARANCE ON THESE PLANS,HOWEVER,
1,500-GALLON CONCRETE SEPTIC TANK CROSS-SECTION DOES NONC GUARANTEE THEES OR ACCURACY AND/ORRES. EINST OF RI LOCATION OR
EXISTENCE OF THESE UTILITIES OR SUBSTRUCTURES.THE INSTALLER IS REQUIRED TO SEPTIC SYSTEM CONSTRUCTION NOTES:
TAKE ALL PRECAUTIONARY STEPS NECESSARY TO LOCATE AND PROTECT ALL EXISTING
UTILITIES AND SUBSTRUCTURES.WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA 1.NO HOUSE FOUNDATION SPOILS ARE TO BE PLACED ON THE DRAINFIELD AREAS.
INSPECTION 32.00 GALLONS PER INCH 2.THE ATTACHED SEPTIC DESIGN DOES NOT REPRESENTA SURVEY,NOR DOES
IT PURPORT TO SHOW ALL EASEMENTS OR ENCROACHMENTS,IF ANY. ACME 2.NO VEHICULAR TRAFFIC IS ALLOWED ON THE DRAINFIELD AREAS AT ANY TIME.
PORT INSPORT ON DESIGN CO.RECOMMENDS THAT PROPERTY LINES BE LOCATED OR SURVEYED
PRIOR TO SYSTEM INSTALATTON.ALL PROPERTY LINES HAVE BEEN DEMONSTRATED 3.NO BURNING ON ANY GRAINFIELD AREA.
RISER RISER BY THE PROPERTY OWNER/AGENT.ACME DESIGN CO.IS NOT RESPONSIBLE FOR
ERRORS ARISING FROM MEASUREMENTS THAT ARE TAKEN FROM PROPERTY 4.NO CUTS GREATER THAN 4'FEET IN HEIGHT ARE ALLOWED WITHIN 50 FEET DOWN SLOPE OF ANY DRAINFIELD.
_ _---------- - - LINES OR CORNERS THAT ARE INACCURATE-I I 3.ALL WORKMANSHIP AND MATERIALS USED FOR THE INSTALLATION OF THIS SEPTIC SYSTEM 5.NO FOOTING DRAINS ARE ALLOWED WITHIN 30 FEET DOWNSLOPE OF ANY GRAINFIELD AREA
MUST MEET WASHINGTON STATE DEPARTMENT OF HEALTH AND COUNTY HEALTH 6.ALL DOWNSPOUTS/SURFACE WATER MUST BE DIRECTED AWAY FROM DRAINRELDS.
DEPARTMENT CODE.
- - _ _ _ - 4.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE DESIGNER PRIOR TO THE START OF 7.DUE TO UNFORSEEN WATER TABLES,A CURTAIN DRAIN MAY BE REQUIRED TO PROTECT THE DRAINFIELD AREAS.
INLET FROM - - - - - - - - _-_-_-_"_-_" THE SYSTEM INSTALLATION.
HOUSE - 8.USE CAUTION TO NOT REMOVE SOILS WHEN CLEARING DRAINFIELD AREA.IT IS STRONGLY
5.FINAL SYSTEM INSPECTION IS REQUIRED TO BE PERFORMED BY ACME DESIGN CO.PRIOR TO THE FINAL RECOMMENDED THATTHE.DRAINFIELD AREA BE CLEARED BY THE INSTALLER.
filter is optional if pump bucket is used SYSTEM COVER.ACME DESIGN CO.IS RESPONSIBLE FOR THE AS-BUILT DRAWING AT THIS INSPECTION. 9.GRAVEL AND PIPE ARE RECOMMENDED FOR THE DISPERSAL COMPONENT. HOWEVER,THE
USE OF GRAVELLESS CHAMBERS IS ACCEPTABLE.RECOMMEND GRAVEL 1.5".MUST BE CLEANED ROCK.
6.A SMALL/CRITICAL LOT INSPECTION AND LETTER OF APPROVAL ARE REQUIRED FOR LOTS SMALLER THAN
12.500 SO FT IN SIZE,OR ANY LOTS WHERE RESTRICTIVE SITE CONDITIONS DICTATE THE SMALUCRITICAL 10.SEED AND MULCH THE INSTALLED-DRAINFIELD IMMEDIATELY UPON COMPLETION.
LOT INSPECTION WILL BE REQUIRED AT THE TIME OF FOUNDATION STAKING OR CONSTRUCTION.
11.DEPENDING ON THE FINAL HOUSE ELEVATIONS,A PUMP MAY BE REQUIRED FOR
7.ACME DESIGN CO.SHALL BE NOTIFIED PRIOR TO DRAINFIELD INSTALLATION BETWEEN THE MONTHS OF THE SEPTIC SYSTEM.
OCTOBER AND APRIL FOR WEr WEATHER INSTALLATION APPROVAL
12.EXCEPT FOR THE DISPERSAL COMPONENT,ALL COMPONENTS OF THE SEPTIC
6.THE DESIGNER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE OF ANY SYSTEM MUST BE WATERTIGHT TO 7HE SURFACE.
REQUIRED INSPECTIONS OF THE SYSTEM. PLEASE CONTACT ACME DESIGN CO.AT
360.698.8488 TO SCHEDULE'ALL MEETINGS AND INSPECTIONS. 13.ALL WATER UNE3 MUST BEA MINIMUM OF 10 FEETAWAY FROM THE INSTALLED DRAINFIELD.
OUTLET TEE 9.LOCATIONS OF EXISTING UTILITIES SHOWN ON THE SITE PLAN ARE AS ACCURATE AS POSSIBLE. INSTAINSTALLER TO NOTATE FINAL WATER LINE LOCATION ON REDLINE AND PROVIDED TO DESIGNER.HOWEvE
ECTION OF
INLET TEE ALL EXISTING UTIL TIES TITHE IS /NSTA TER SHALLLY L VERIFY ALL FOR TEE OUTUTY LOCATIOCATION AND NS PRIOR TO 14.WATER AND SEWAGE TRANSPORT LINE CROSSINGS MUST BE CONSTRUCTED IN ACCORDANCE WIN SYSTEM INSTALLATION BY CALLING THE UNDERGROUND UTILITY LOCATE LINE-811. ALL CURRENT STATE AND COUNTY DEPARTMENT OF HEALTH CODES,REGULATIONS,AND POLICIES.
VISIT HTTP:/AWVWV.CALL811.COM FOR MORE INFORMATION.
15.DRAINFIELD LATERALS MAY BEND CLOSER THAN 5'ON CENTER.
10.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE INSTALLER DURING CONSTRUCTION
TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORMWATER DRAINAGE FACILITIES
AND ROADWAYS.
11.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO HAVE A COPY OF THIS APPROVED
SEPTIC DESIGN ON THE CONSTRUCTION SITE DURING WORK HOURS.
1ST COMPARTMENT 2ND COMPARTMENT 12.ANY CHANGES TO THIS SEPTIC DESIGN SHALL BE REVIEWED AND APPROVED BY ACME DESIGN
CO.AND THE COUNTY HEALTH DEPARTMENT.
13.PRIOR TO BACKFILL.ALL SEPTIC COMPONENTS SHALL BE INSPECTED ANO APPROVED BY ACME
DESIGN CO BEFORE ANY H A TH DEPARTMENT INSP CTIONS TAK P AG .1 �]
APPROVAL SHALLDEFICIENCIES
RELIEVE /ORHE FAILURES
INSTALLER OF THE RESPONSIBILITY TO DATE- 12 APRIL 2O2J
CORRECT ANY DEFICI ENCIES AND/OR INSTALLER'S
ES AS DETERMINED BY UENT TESTING AND
INSPECTIONS. IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO NOTIFY ACME DESIGN CO.
AND DEPARTMENT{•' REQUIRED INSPECTIONS.
. .. '1� THE HEALTH FOR ALL 4.IF D SCREPANCIES BEDASTEN.. ..., . : 1 SPECIFICATION DESIGN COME NG CONDITIONS I ENCOUNTERED,EENSTIALLER SHALL MONS.MEDIATELY SILV A.
E INSTALLER ENCOURS_ P O BOX 2954
NAME- FORD E98383 W
NOTIFY ACME AT 360.698.8488. 98383 15.PRESCRIPTIVE FLOW CONTROL MEASURES(IF REQ'D)ARE TO BE DESIGNED BY-LICENSED INDIVIDUALS TAX I D- 32134-75-00050
LAW WITH APPLICABLE STATE AND COUNTY CODES.THE DEPICTION DPI-PITS ON THIS SEPTIC DESIGN
IS FOR ILLUSTRATIVE PURPOSES ONLY,AND SHALL NOT BE CONSTRUED AS A FINAL SOLUTION
*NOTE* FOR STORMWATER MANAGEMENT FOR THIS PARCEL TEL. 360-698-8488
SEPTIC TANK SETUP IS TYPICAL, 16.THEINSTALLERSHALLNOTIFYTHEDESIGNERIMMEDIATELYFOLLOWINGINSTALLATIONFORFINALINSPECTION.THEINSTALLER STREET- 260 E CATFISH LAKE RD INFO a(�ACMESEPTIC.COM
AND MAY VARY DEPENDING IS RESPONSIBLE FOR TESTING AND PROV DING THE COMPLETED ACME READY REQUEST FORM&REDLINE DRAWING TO THE DESIGNER.ADDRIONAL
INSPECTIONS DUE TO IMPROPER INSTALLATION WILL BE CHARGED TO THE INSTALLER.ALL CHARGES MUST BE PAID PRIOR TO
ON SITE REQUIREMENTS AND MANUFACTURER REQUESTING ADDITIONAL INSPECTIONS.TEST RESULTS SHALL BE PROVIDED TO DESIGNER