HomeMy WebLinkAboutSWG2024-00474 - SWG Application / Design - 12/23/2024 SHELTON,WA
584
MASON COUNTY 415N6THELTON: , 0427-97 ,EXT 400
SHELTON:360427-9670,EXT 400
BELFAIR:360-2754467,EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360427-77B7
On-Site Sewage System Permit: SWG2024-00474 C 0� y
APPLICANT WEBB THOMAS E JR& NANCY M Phone:
Address: PO BOX 509 TAHUYA, WA 98588
OWNER WEBB THOMAS E JR& NANCY M Phone:
Address: PO BOX 509 TAHUYA,WA 98588
SEWAGE DESIGNER BOB PAYSSE• Phone: 360-507-1498
Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546
Site Address: 14891 NE NORTH SHORE RD
Primary Parcel Number: 322272200140
Permit Description: Repair/upgrade to 3bd ATU to pressure trench
Permit Submitted Date: 12/23/2024
Pemlit Issued Date: 01/30/2025
Issued By: Rhonda Thompson
Current Permit Fees Paid: $810.00 (additional fees may be mommed a9on Installation of system).
Permit Expiration Date: 12130/2027 (based ondate of nspe rd
Pemlit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staflper 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 Drainfield installation not to exceed designed upslope and downs/ope 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 Asbui/t Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OS&
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.gov/health/environmentaYonsite/oss-inspection-request.php or call:
360427.9670,extension 400.
OFFICIAL USE ONLY
a FR i,Hinst.:Ca..munityI DATEaECEneD: q
MASON COUNTY /Z- Z3-, u, a
COMMUNITY SERVICES ` "
AVAIIMPKENER 5�/b R`�"`DW °° "
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PubN�IMNM'W-21iry�eabWDM,mmenMlXwMI La 0
SWG Z02_1 — Oo y7y " °o p
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ON-SITE SEWAGE SYSTEM APPLICATION
D A
3 n
AWLICAM PNaNE rn IR
THOMAS WEBB Inn IR� z
c
MAIUNGACORESS-STREET.CRY STATE.IID WOE
PO BOX 509 o TAHUYA WA 98588 m
A
SITE ADDRESS-STREET.CITq ZIP CODE XO '
14891 NE NORTH SHORE R N TAHUYA WA 98588 w
NAME OF DESIGNER I= 0 111 1 PHONE I N
ROBERT H. PAYSSE M 360-426-1803
NPMEOFIN5TALLER C PIKKIE O I N
TBD m R
PERMIT TY Pi PaWdB) D"NONGYMTERSOURCE w N
RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS �i PRIVATE INUNIDUAL HELL �PRIVATETWYPARTY WELL = V
TYPE OF V,ORR Cary) CI PUBLIC MWTER SYSTEM
FJNEWCONSTRUCTION/UPGRADES ®REPAIR/REPLACEMENT OTKAOETAILS(Wo'Nnlluepyy) ❑TABLE IX REPAIR IN
SUBMITTALS OSURFACINGSEWAGE 19EXISTING FAILURE EA SHORELME
®DESIGN FORM(REOUIRED) ®SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE IN
EPWJVER(S)(IFAPPUCABLE) 3 1.2 ACRE x
DREUiI RISREANDWECMNTIp S'.(a b[Ma ) CD
FROM BELFAIR HEAD OUT NORTH SHORE ROAD TO TAHUYA, TURN LEFT AT SITE
ADDRESS ACROSS FROM TAHUYA FIRE STATION. o
srFEMuarsEaADD[DmoMrAwRwDAxDTEsrxpEes MusreEFuoaBn xnx rtsrxa[xweEns. I I �
OFFICIAL USE ONLY BELOW THIS LINE
UFGRAOE/FAUURESOURCERwregM,q PupI
OVOLUNTARY OMMNTENANOEIPUMPING O BUILDING PERMIT DXOMESALE OCOMPIAINT DOTHER:
INSPECTORSCALLWS CO.I.ENTS/WNDTION.
u� n�
SOECOMES. RECORD ORANINGAFDINSTALIATION REPORT
V=VERY G=GRAVELLY S-SWD L•LOW SI=SILT C=CLAY E=EXTREMELY R=ROUTS REQUIRED FOR FINALAPPROVAL
INSPECTOR SIGNIJURE DIRE AFPUCATICN EXGIRATICN GIVE APPLMATIONAPPROVEDISSUEOBY MTE
kZ 3a 4 30 JZ7 s ��
THIS FORM MAY JE SCANNEDANDAVAILABLE FDR RUBUC VIEW ON THE MASON COUNTY WEBSITE REVSE.IWMIS
DESIGN FORM—PAGE ONE Assessor's Parcel Number. 3 2 2 2 7 — 2 2 — 0 0 1 4 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. 0 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 maybe scanned and available for public view on the Mason County Web site. I4urimum a mr sice: 11"X17"
�J rt��P-IARCEL IDENTIFICATION 401
Permit Number: SWG G ' tQ / Designer's Name: ROBERT H.PAYSSE
Applicant's Name: THOMAS WEBB Designer's Phone Number: 360-426-1803
Mailing Address: PO BOX 509 Designer's Address: 3093 E MASON BENSON RD
TAHUYA WA gem GRAPEVIEW WA 98546
city Side Zi Cif State Zi
N PARAMETERS
Treatment Device
❑Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfeld ❑Recirculating Filter,Type:
S(Acmbic Upit Make/Model NUWATER8NR500 11 Disinfection Unit Make/Model Other:
./ Drainffeld Type
if O Gravity Pressure fiTTrench ❑Bed ❑Sub Surface Drip
Septic Tank/Drainffeld Specifications Laterals
Number of Bedrooms 3 Schedule/Class SCH.40
Daily Flow:Operating Capacity 270 gpd Length 40 ft
Daily Flow:Design Flow 360 gpd Diameter 1.25 in
Septic Tank Capacity(working) BNR 500 gal Number 5
Receiving Soil Type(16) 4 Separation 9 It !/
Receiving Soil Appl.Rate 0.6 gpd/ftt Orifices
Required Primary Area 600 111 jural Number of Orifices 70
Designed Primary Area 600 ft Diameter 3116 in
Designed Reserve Area - 600 ft, Spacing 36 in
Trench/Bed Width 3 ft Manifold
Trmch/Bed Length 200 ft Schedule/Class SCH.40
Elevation Measurements Length 36 it
Original Dminfield Area Slope 1-2 % Diameter 1.25 in
New Slope,If Altered 1-2 % Preferred manifold configuration used? S(Yes O No
Depth of Excavation Up-slope 16 in Transport Pipe
from Original Grade poalope 16 in Schedule/Class SCH.40
Designed Vertical Separation 12t in Length <80 It
Gravelless Chambers Required? ❑Yes III No O Optional Diameter 2 in
Pump Required? 56 Yes ON, Dosing and Pump Chamber
Pump/Siphon Specifications Number of doses/day 6
Diff.in Elevation Between Pump&Uppermost Orifice 0 ft Dose quantity 60 gal
Drainffeld Squirt Height/Selected Residual(head) 2 q, Chamber Capacity(flood) 1500 gal
/J Pump controls:Please check those required.
Capacity
Orifice Higher ad Lower than Pump Shu Sp Event Counter
Capacity Q Total Pressure Head 41.3 gpmTimer fi�Elapse Meter lif
Calculated Total Pressure Head 15.9 ft If Timer: Pump on 1 MIN ,Pump off 4 HRS
Comments
APPROVED
0 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET
DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 2 2 7 — 2 2 -- 0 0 1 4 0
Permit Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
EJ Test hole locations [9 Drainfield orientation and layout Reference depth from original grade:
Ia Soil logs 51 Trench/bed dimensions and Rf Septic tank
19 Property lines critical distances within layout 19 Drainfield cover
Ed Existing and proposed wells 9f D-Box[Valve box locations Reference depth from original grade
within 100 R of property Gd Septic tank/pump chamber and restrictive strata:
m Measurements to cuts,banks,and locations 19 Laterals,trenchlbed,top and
surface water and critical areas [Z Observation port location bottom
m Location and orientation of 66 Clean-out location ❑ Curtain drain collector
curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation
components 9 Orifice placement Other cross-section detail:
10 Location and dimension of R1 Lateral placement with distance Rf Observation ports/clean-outs
primary system and reserve area to edge of bed Other Information
0 Buildings Ed Audible/visual alarm referenced Yes No
la Direction of slope indicator 51 Scale of drawing shown on scale Design
l� ❑ staked out
m Waterlines bar ❑ Rf Recorded Notices attached
Ib Roads,easements,driveways, ❑ Ed Waiver(s)attached
parking EX ❑ Pump curve attached
19 North arrow and scale drawing fir! ❑ Evaluation of failure
shown on scale but Non-residential justification
❑ 1f Waste strength
❑ 16 Flow
DESIGN APPROVAL
The undersigned designer must be notified by, 'nstaller a1i time of installation El Yes ❑ No
fD�XTFL111r 41\J \A
SiglififuFe of stgneDe r - Date I
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:
SIb
Environmental Health pecialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved"by Mason County Public Health. s,� /— O /
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: '/'AI'`�� lf'7`�
✓ 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
I
I
PUMP OUT&ABANDON ALL I NORTH SHORE RD o
EXISTING COMPONENTS. I
-MAINTAIN 10'+ FROM EXISTING I EXISTING J
WATERLINES TO NEW OSS II WELL
COMPONENTS SHOP/ GARAGE
(W/NO FOUNDATION) ,1
� L a
EXISTING OSS a
PUMP OUT
&ABANDON C
REMOVE
SPRUCE TREE /
I
DBL SLEEVE
NEW 2"SCH. 40
TRNSPT. LINE PROPOSED ,
(30'.EA. DIRECnON) DRAINFIELD /
I NEW
SHED �
TANKS —
' \� APPROXIMATE EXISTING
ABANDON Z6 WATERLINE LOCATION
EXIST. T/LINE /
EXISTING
PUMP BASIN , APPROVED
PUMP OUT& EXISTING /
ABANDON HOME / BAN 30 2025
I MASON COUNTY ENVIRONMENTAL HEALTH
RET
/
SHORELINE/ /
r BULKHEAD
f y�°
_ /
HOOD CANAL / EXPIRES
AN ASBUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
PIONEER DIGGING, NC_ CLl5TOA1FA THOMASwme TE OLEL TEST HOLE2
PARCEL x:37127-22-00140 DL LOAM Ui6 LOAM(SEM a)NI?)
U-35OA 1631 CM5
SEPTIC DESIGNS ADDRESS: H81 NORTH SHORE RD ROOTS@35 ROOTS 03I
3083E MASON RENSON R.D. CItAPEVIEW,WA 9R546 DESIGNER ROBF.RTNPAYESE "IT
OFFICE-3604261803 FAX 3lA42]= SHEET: SITEnm SCALE. r-30 wr am[rd e.rdcu uxvEu.E
SHOP/ GARAGE
EXISTING 055 (W/NOFOUNDATION)
PUMP OUT
&ABANDON
1 r`/
' SHED
6'
1
1 /
1
OB PORT
VAL��E &C/OUT
BOX
' M ;
T
ABANDON
EXIST. T/LINE APPROVED
JAN 30 2025
MASON COUNTY ENVIRONMENTAL HEALTr
o RET
DBL5LEEVE O -
0 CROSSING
(10'FA.DIRECTION) y NEW 2"SCH. 40
f TRANSPORT LINE
NEW TANKS:
NUWATERBNR500 "
O 1500 PUMP TANK
noeelix rsee '
EXPIRES
6'
AN ASSUILTI INSTALL SIGNOFF FEE WILL
BE CHARGED AT TIME OF INSTALLATION
CUSTOMER: THOMAS WEBB Trl HOLE I: TEST HOLE 2
PIONEER DIGGING, INC PARCELx3azn-na0140 z', 1 �3 Low(SEW COMP)
SEPTIC DESIGNS ADDRESS: 14891 NORTH SHORE RD ROOTS@31 ROOTS @31
3083E MASON BEN,JN RD. ('AA mE ,,WA 985 DESIGNER: R.OBERT R PAYSSE
OFTICE-36O42 )M FAX 36O4 nS3 SHEET: DF DEEAB. SCALE P=M7
OBSERVATION '• '
CLEANOUT
• '
■
FINISHED GRAD
FILTER
FABRIC
ME
WASHED POCK
I RESTRICTIVE LAYER,
RISEP • ' VALVE i•
TO FIN15H EDGRADE
THREADED • r • r •
OF
• ' •• **�\
SHIELDS
•;'ICI f 1 LI.I.!.1.1�-. ■ ■ ■
,0 i
BALL
• • • I11111.1.1��.
r I 1�•t •i • v J�v v v--4 v ti,
,'I 1 1 1 1 �.1.1.� • Iy CHECKV . LVE5 VALVES
NEEDED)
1'.
APPROVED
1
r
11, `
i 2025
ENVIRONMENTALMASON COUNTY RETLn
W
BE CHARGED AT TIME OF INSTALLATION
TEST HOLE 1: TEST HOLE Z
/I / •1 1
• •:9'
mmf&Pmnps ,
+
APPROVED
JAN 30 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET
RGBEATI NYBIt
• �-�� • • • E%PIRES
LATERAL LITERAL FEEDER TOTAL ORIFICE ORIFICE DIST.TO TOTAL
LATERAL* LENGTH PIPESRE LENGTH LENGTH SIII(�^dQ DISCHARGE SPACING ISTORIFICE ORIFICES HEAD
(feet) (Inches) (feet) (feet) RATE IBpm) Ifeet) (Inches) (het)
1 40 L25 3 43 3/16" 0.59 3 6 14 0."
2 40 1.25 9 49 311V 0.59 3 6 14 0.50
3 40 L25 1B 58 3/16" 0.59 3 6 14 0.59
4 40 L25 27 67 3/w 1.59 3 6 14 4.29
5 40 1.25 36 76 3/16' 0.59 3 6 14 0.78
GRAINFIELD HEAD Ifeet) 6.61
TRANSPORT LINE HEAD(feet) 2.25
ELEVATION CHANGE(feet) 0
RESIDUAL/SQUIRT(feet) 2
WIRA LOSS/FITTINGS(feet) 5
TOTAL DYNAMIC HEAD(And) 15.86
TOTALGALLONS PER MINUTE 41.3
PIONEER DIGGING, WG PARCEL .3 THOM00140
PnRCEL x 3azz7-zzEBB
aolao
SEPTIC DESIGNS ADDRESS WMISIORTHSHOILEILD
3083EMASONBEMSONRD. CRAPMEW.WA98546 DESIGNER: RDBETLT R PAYSSE
OFTICE 360,426003 FAX-360427-2353 SHEET: CAL.CS SCALE NA
IN-
�N.°.µ.
TANKS MUST BE '• e °K
ON STATE DOH
AOFSEWDLIST NVWATER
TANKS GE BNR500 r
PUMP TANKS o
OVER 1000 GAL USE RUBBER
REQUIRES TYVO o..`A.,w. ° GROMETS FOR
ACCESS RISERS • . o y•.Y TRANSPORTLINE
TO GRADE J AND ELECTRICAL
ON RISER5. MAKE
PUMP TANKS .:_. .: : . . .
'�' SURE ALL HOLES
LOCATED AT HIGHER ARE WATER-TIGHT
ELEVATION THAN
DRAINFI ELD MUST
HAVEANTI-SIPHON NVvMATERCONTROLPANEL
DEVICE INSTALLED. 24'RIBBED R15ER5
W/WATERTIGHT LIDS
APP P n FINISHED GRADE
a: w rope
JAN30 2025 CEN5EDELllll<lN
= u:c Nry IT I KAN5PUKT LINE
MASON COUNTYENVIRONMEN EALTH
INLET UNION&BALL VALVE
WATER-TIGHT f3W GALLON WA7PR77ChT
IOINTS ti CONCRPTPUMP TANK
CHECK VALVE
HIGH WATER FLOAT
USE TANKS FITTED
ON/OFF FLOAT W/CAST IN WATER
TIGHT FITTINGS FOR
PUMP BUCKET NLET/OUTLE5AND
CAST IN RISER
ADAPTERS TO
wee�I°n'wnee ENSURE WATER
TIGHTNESS
PIONEER DIGGING, WG C13ST0"'E" THOMAS WFBB SCALE NA
IIIIIIIII
PARCEL F.37127-72-0DHO INSTALL TANKS ON ORIGINAL OR
SEPTIC DESIGNS ADDRESS H891NORTH SHORE RD COMPACTED LEVEL SOILS. RUN CROSS
3 83EMA50NBEIWNRD. GRAPEVIEW,WA98516 DESIGNER: ROBERT H.PAKSE CONNECTIONS INTO ORIGINAL SOILS TO
OFACE-360-426-1803 Fa 3sua=53 DESIGN PAGE TAWS DETAIL AVOID SEffLING.
Instdllotlon & System Notes
1.Installer must contact designer for final inspection of the installation prior to cover. All components,including tanks,lids,
transport line,drainfield,and water lines must be open for inspection. A$350.00 fee will be charged for time involved with the
inspection of the installation and creation of the record drawing. The designer reserves the right to charge additional fees if
multiple visits are needed due to installation errors or inaccessible components.
2.This septic design must be installed by a certified installer with the local health department. All components shall be installed
according to state,county,and manufacturer requirements. For Homeowner Installs,the owner must get approval from the
designer and local health department prior to attempting installation.
3. Designer is not a surveyor. Installer must familiarize themselves with property line locations prior to installation. Any
confusion or conflicts with line locations should be reported to the property owner. A licensed surveyor may be necessary prior
to installation to confirm all line locations. Any discrepancies found must be reported to the designer immediately.
4. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder,lot
developer,or property owner shall not clear the drainfield area. Any clearing required ford ra infield installation shall not
remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design
void.
5.The property owner and installer are responsible for locating all underground utilities(ex.water,gas,electric)prior to
installation. Any utility locations shown within design drawings are likely approximate and may not be exact.
6.All proposed tanks must be installed on original soils or compacted gravels. Extend all tank connection lines out onto original
soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and
maintenance. Component manufacturers(ex.ATLI,Glendon,)may have other requirements not listed within this design.
7.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor
andlndustries. Designer not responsible for electrical permitting or other electrical specific code requirements.
8.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet
weather conditions may render this design void.
9. Maintain 10ft to waterlines with all septic components. If less than 10ft is required,sleeving in sch.40 pvc is required. If
sewage transport lines and waterlines must cross,waterline must be 18"above sewage line with one of the lines sleeved in sch.
40 pvc loft in each direction of crossing.
10.This design may include waiver applications with specific mitigation measures pertaining to Installation,operation and
maintenance of the proposed components.
11.Stormwater runoff,footing drains,roof drains must be diverted away from any septic system components. No curtain,
foundation,perimeter drains shall be installed 30ft downslope and 10ft upslope of drainfield areas.
12.This design is site specific and intended to meet state and county requirements that are related to the system components
being proposed. Any placement of proposed buildings,proposed wells or other non-related Items on these drawings may or
may not meet other requirements.
13,All onsite septic systems require regular maintenance to verify satisfactory operation. The system owner/operator is
responsible for the continuous operation and maintenance of the system per WAC 246-272A. Fy��Gron and maintenance
information,refer to Mason County Public Health Homeowner's Manual,which should be rece'IAEY�14af'fr�0 t �I.
14.System owner should be cautious of landscaping around septic components. Root intrusion JAN 3 0 2025
can cause premature failure of the drainfield area. In addition,bushes and trees should be WbN COUNTY ENVIRONMENTAL h away from lids and other septic maintenance points. HEALTH
15. Changes made at time of installation may impact designer calculations,pump sizing,and ET
compliance w/county and state requirements. Contact designer prior to install w/any
proposed variations from design. Changes may result in additional fees and permitting.
PIONEER DIGGING, INC CUSTOPARCEL xMER THOMAS WFBB
:32227-22UGH0 •. .orE
SEPTIC DESIGNS ADDRFS4H891tJORTHsxoRERD
3093 E MASON BENISON RD. GRMEVIEW,WA98546 DFSIGNFR-- R.OBERT H.PAYSSE
OMCE-3604261803 FAX-3604272353 SHEET: NOTES SCALE NA
AAA a.pffir cca
PO Box 1460 360.427.e10
Shemo, WA 98584
PROPERTYINFORMATION
Locausul 14891 NE NORTH SHORE RD
Tenuye
Tax ID:322272200140
Neae: THOMAS E JR S NANCY M WEBB
PO BOX 509 Use.
TAHUYA,WA GENERAL SYSTEM TYPE:Conventional (Non-Pressured)
98588
ON ID:322272200140
r County Area: Hood Canal MRA(w!m 1100111
Flo
ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT
Inspecteof 05/14/202I - inspection Type:ROUTINE - Correction Status:No corrections made xM
IIII Company Wmk Penormed BY Subesof l2RNR0246y�
AAASeptic LLC Kevin Snyder Brett Taylor 11
COMMENTS B GENERAL INSPECTION NOTES
Deficiencies Noted.Deficiencies must be corrected to ensure proper longevity of the Onshe Sewage System.
Two rUers neetl to ba sealM and atMCM1ed ro me wlq pump chanoer ell Mw tlro 24 incn riser Ile mplacetl.Main tank had nigh anal at she of
Inspection witM1 standingwwrandborawialand VOneponllnemdminfield. Unad winpWorcanfirml tmofffroboxar T.Recommend to
II
are dig distribution ores and possibly jet system.
t 2/OW24 Dmin field is dear of done In pipes but IuII of water Real w an detaller.
GENERAL SITE B SYSTEM CONDITIONS
The Goal Sea and S,odI rMNonsi he. Full
CompomMe accese l for aervio: YEa
All reguimd servce pedarmad(H no-Mmory omitted in n Rama In twlea): YES
Suded emuent ham any wmponent(;...ding mwnd crepe NO
Comlaomnte0ppearto be wetenignt-no viwelleake: .. NO-ONunf
Imlxoper enuouarrent(nruclu2a/impervpus audeaa) _.__ NO
All user lids ecoomly fasteood upon depntue, _ YES
Elednal repairs needed If YES daadibe in commode: NO
ImpactedwmponeM.sappearmbeingoodp iatcenater: NO-oealart
Root InWaion on any wmI'arleMe. If YES demote in CCIMNM: NO
Settling problems observed. HYES ess rna in commenter INC,
The bouselaVudure was vaaMMuaed lnhaquently.aeeaumadallM dlakxt.m vru mtppaa0b. -. NO ..
ONSITE SEWAGE SYSTEM INSPECTION DETAIL
Th.h wmpdnent. i xwnwarwe
D-auxin o-wndAlin'.
D-Bw of den sotto allmv annual emoent aisonbudon.
It
oneM woo: Fall rapedi
lewlwiMin rOd-al limx0 Oradell
ved belles In IKe IVA"T bellies uirod: YESNlen[1$wMent 2 scuulacen( ches, overtraM 25wmawcumulion Indlee Rooters lment2 slud eswumulelion IrcJxa,damara Rammend0tlYEa
liffln
ant wasame are to be tunmonin mmtenaea. xoeaeMe It YES exl "in dommenie x0
Dradfieldwesvawumm nuwM1 orn draeaedi ll YEs er linlnwmmerlft n0
Thiswm oneM w38 rullr lna(dBd
com Er not t scum ammukdon Irrchee,Rouni s t3
Com arenent I Slud aewurnulelion IrnMe.Rotnen
Punt in recorn.dad, NO
apgp ayyyq mlenrNprMbtleurYeeeitlrsNanYtle WnavA moor.ryYtluryalep'genMMayvaon vM1M.WMnmu.
ReportlD:129211g Yaw inspection him"online alaw.w.onlinemle.won Page 1011