HomeMy WebLinkAboutSWG2026-00201-APPLICATION/DESIGN - SWG Application / Design - 6/29/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Tank Only Permit: SWG2026-00201
OWNER GRANNELL JR CLIFFORD T Phone:
Address: 791 E CEDAR ST BELFAIR,WA 98528-9533
APPLICANT Caliber Septic Design Phone: 3605097900
Address: 165 NW Tupelo Way Poulsbo,WA 98370
SEPTIC DESIGNER RICHARD BAZZELL* Phone: 360-509-7900
Address: 165 NW TUPELO WAY POULSBO, WA 98370
Site Address: 791 E CEDAR ST
Primary Parcel Number: 222127590174
Permit Description: Drainfield remediation
Permit Submitted Date: 06/26/2026
Permit Issued Date: 06/29/2026
Issued By: Rhonda Thompson
Current Permit Fees Paid: $275.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 06/29/2027 (based on date of inspection)
Type of Work OSS Repair
Components being Replaced: Other
Surfacing Sewage? No Existing Failure? No
Shoreline? No Horizontal Setbacks Met? Yes
Number of Bedrooms: 4 Drinking Water Source: Public Water System
Additional Details: No
Permit Conditions:
3 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
4 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
2 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
1 Approval of this septic permit does not approve the building location. Building location is
subject to approval from all applicable departments and regulations.
5 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
9a(X_ I o� Z
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
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/OR DESIGN
APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
( A MASON COUNTY 415 N 6TH STREET,SHELT967 ,E 98584
SHELTON:360 427 9670,EXT 400
BELFAIR:360-275-4467,EXT 400
Public Health & Human Services ELMA:360-482-5269,EXT 400
FAX:360-427-7787
6 Trench reconstruction is only to replace compromised pipe and gravel. Bottom of existing
trench may not be altered and/or disturbed. Vertical separation must be maintained by
staying within the bounds of original 1992 septic permit.
7 Per design approvals, septic tank must undergo 72 hour leak test to continue to be used.
Risers to be installed to correct prior deficiencies and effluent filter added per design. New
D-box with speed levelers to be installed and everything documented on asbuilt.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
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/OR DESIGN
APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE ONLY
ga MASON COUNTY DATE RECEIVED:
COMMUNITY SERVICES AMOUNTRECENED: RECENEDBY; ca
2`75 Y� Public Health(Community Health/Environmental Health) �vl+
360-427-9670,ext 400 or 360-275-4467,ext.400 CA
415 N.6th Street-Shelton,WA 98584 S` i'G (p
_ O!o ol O I
Z
ON-SITE SEWAGE TANK ONLY APPLICATION
APPLICANT m m
Thomas Grannell I-- __J 607078963 Z
" c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE
791 E Cedar St, Belfair, WA 98528 I t ® m
SITE ADDRESS-STREET CITY,ZIP CODE I Op
Same as mailing address I N
NAME OF DESIGNER PHONErnrT N
Caliber Septic Design - Richard Bazzell 3605097900
NAME OF INSTALLER PHONE D
I N
To Be Determined n/a
TYPE OF WORK(select one) DRINKING WATER SOURCE
❑ NEW CONSTRUCTION/UPGRADES EN REPAIR/REPLACEMENT O PRIVATE INDIVIDUAL WELL O PRIVATE TWO-PARTY WELL Z I N
COMPONENT(S)TO BE REPLACED/INSTALLED ❑' PUBLIC WATER SYSTEM Lakewood Heights Water#17779L t
❑ SEPTIC TANK ❑ PUMP TANK ❑ RV HOLDING TANK BEDROOMS LOT SIZE I �I
I] OTHER Remediation of existing standard gravity trenches 4 0.50
OTHER DETAILS(select all that apply) TANK(S)SETBACK CHECKLIST O I
❑ SURFACING SEWAGE ❑EXISTING FAILURE O SHORELINE El 100FT+PUBLIC!COMMUNITY WELLS 0 i
SUBMITTALS
❑N 50FT+PRIVATE WELLS,SURFACE WATERS,STREAMS,RIVERS
11 PLOT PLAN(REQUIRED) IN TANK CROSS SECTION(REQUIRED) IN 10FT+DRINKING WATER SUPPLY LINES
❑ PUMP DETAILS(IF APPLICABLE) ❑ WAIVER(S)(IF APPLICABLE)
5FT+PROPERTY!EASEMENT LINES,FOUNDATIONS,FOOTINGS O
PLOT PLAN CHECKLIST O I .a
El PROPERTY LINES AND EASEMENTS ❑l EXISTING!PROPOSED STRUCTURES El EXISTING!PROPOSED OSS COMPONENTS AND LINES
El WELLS WITHIN 100FT IN WATER SUPPLY LINES ❑l DRIVEWAYS/PARKING 0 SURFACE WATERS,STREAMS,RIVERS,ETC...
El DIRECTION OF SLOPE/CONTOURS I] PERIMETER!CURTAIN DRAINS I]NORTH ARROW ❑N SCALE BAR
DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate)
See attached Remediation proposal.
OFFICIAL USE ONLY BELOWTHIS LINE
UPGRADE/FAILURE SOURCE(for reporting purposes)
❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER:
COMMENTS!CONDITIONS -
htr� it� [I �I1\L h ' Icy
SEWAGE TANKS MUST BE LISTED UNDER DOH"LIST OF REGISTERED SEWAGE TANKS".TANKS MUST MEET CURRENT MINIMUM SIZ REQUIREMENTS,EQUIPPED WITH RISERS
AND LIDS TO SURFACE,AND INCLUDE AN EFFLUENT FILTER(IF APPLICABLE). RECORD DRAWING AND INSTALLATION REPORT REQUIRED FOR FINAL APPROVAL.
INSPECTOR SIGNATURE DATE APPLICATION CoizAh7A
PIATIOONNDATE APPLICATION APPROVED/ISSUED BY DATE
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015
GENERAL CONSTRUCTION NOTES DRAINFIELD REQUIREMENTS PROJECT INFORMATION: CALIBER
1. A pre-construction meeting with a licensed wastewater designer is required prior to 1. It is the responsibility of the owner(s),and/or their agents to protect the primary and Owner: Thomas Grannell SEPTIC DESIGN
installation of the approved design. reserve drainfields from any disturbance,and to have soil logs backfilled after the 791 E.Cedar St. Feasibility-New Construction-Repair
2. Materials(on-site treatment system products)used for the installation of this design local health jurisdiction has completed their evaluation. Belfair,WA 98528 165 Tupeeo Way
are required to be approved and registered with the Washington State Department 2. Use caution to not remove soils when clearing the drainfield areas. Poulsbo,WA 98370
of Health. 3. Trench bottom/infiltrative surface must be level. Septic Designer: Caliber Septic Design,Ilc t.360.509.7900
3. Installation of this design is required to meet local health jurisdiction regulations 4. Cover material must be sand or Type 3 soil. 165 Tupelo Way
and policies. 5. The certified installer is required to finish(rake)the drainfield area so that surface Poulsbo,Wa 98370
4. Installation of this design is only to occur during dry weather conditions and after water is diverted away from all on-site septic components. c.360.509.7900
the site has been prepared for construction activities. 6. Immediately cover the drainfield area with a suitable cover material after approval e.rbazzell@calibersepticdesign.com
5. The certified installer is required to verify location of all utilities by submitting a from the licensed wastewater designer and local health jurisdiction is granted.
utility locate request to the Utility Notification Center(Call 811). 7. All plumbing must be diverted into an approved sewage system. It is the owner(s), Site Address: 791 E.Cedar St.
6. The certified installer is required to ensure setbacks are met to all site features and/or their agents responsibility to disclose all sewage(to include greywater) Belfair,WA 98528 PROFESSIONAL STAMP
(surface waters,well,etc.)prior to installation activities, discharge points.
7. If discrepancies between the design and existing site conditions are encountered, 8. The system is required to be remediated by a certified installer per the Tax ID#: 222127590174
the certified installer is required to stop work and contact the licensed wastewater approved design.Any substitutions or changes from the approved design
designer prior to continuing construction activities, must have prior approval from a licensed wastewater designer and the local Lot Size: 0.50 acres
8. Proposed changes to the approved design shall be reviewed by a licensed health jurisdiction.
wastewater designer and approved by the local health jurisdiction. 9. Do not make any cuts greater than 4'-0"in height/depth within 50'-0" System type: Existing Standard Gravity
9. The certified installer must contact Caliber Septic Design,LLC a minimum of seven down gradient of the drainfield.
business days prior to installation to schedule inspections and requests for a final 10. Drainfield laterals are approvimate as illustrated and may vary. Water System: Lakewood Heights Water#17779L 21037126
record of construction.Additional fees for a final record of construction will apply. 11. No stormwater controls or drainage components are to be installed within 30'-0" O�RICHARDL eAZZELL'
10. The certified installer is required to provide a redlined drawing to the licensed (thirty feet)of the drainfield. Vicinity Map& LICENSEDDESIGNER
wastewater designer prior to final inspection. 12. This application proposes a remediation of the existing trench as specified Driving directions: Take W Alder St to E Pine St,Take WA-3 N to Mason Benson
11.'Applicants are required to obtain permissions from Caliber Septic Design, LLC and on the site plan.Trench reconstruction is only to replace compromised pipe Rd E, Take E Trails Rd to WA-106 E,Turn right onto WA-106 REVIEW STAMP
the local health jurisdiction for homeowner installations, and gravel. E, Drive to E. Cedar St.
13. The septic design is NOTA SURVEY.It is the responsibility of the owner(s), 13. The bottom of the existing trench may not be altered and/or disturbed.
and their agents to provide Caliber Septic Design,LLC in writing any and all Vertical separation must be maintained by staying within the bounds of
information pertinent to the development of the septic feasibility and/or originally approved trench construction profile as per the 1992 Sewage I ;
design including property lines,easements,buffers,and setbacks required Disposal Permit.
by governing or regulating entities.Caliber Septic Design, LLC is not 14. Filter fabric is to be applied on reconstructed trenches u t�w s _s '
responsible for errors due to inaccurate measurements from the property 15. Observation ports are to be installed. � ` H°°°s°
lines or corners.It is recommended that the owner(s),and/or their agents y.._r oe ,l
complete a survey for the subject property. ` i \ /-__r
PIPING REQUIREMENTS Key Cenc
s4a o �n -> �t mw°.f j I
1f REVISIONS
1. Use only Schedule 40 or ASTM D 3034, or as approved by the local health ° 5 �r NO. DESCRIPTION DATE
PP -'��- f`
jurisdiction - - ti�% yr'
2. To be installed on native soil or a compacted base to avoid settling. ! j� '
3. Ensure sufficient grade(1/4"per foot towards the tank)to prevent ponding or r T_ —' a q :, ' <�r
backflow of sewage in the pipe. « ) j�l Lon branch
•` ,
4. All pressurized water supply lines must be at least ten feet away from septic � : }L. F�,ry Project:
f
components. ` - r' Thomas Grannell
5. A new concrete distribution box is required with speed levelers. 791 East Cedar Street
TANK REQUIREMENTS Belfair, WA 98528
Tax ID#: 222127590174
1. Concrete tanks are recommended,otherwise use tanks approved by Washington
State Department of Health on the"List of Registered Sewage Tanks." Date: June 16,2026
®2. All tanks must be installed on a level,compact base,pea gravel or sand may be /�® Sheet Name
required. Follow tank manufacturer installation requirements. Project Information and
3. Tanks are required to be installed within 36"of finished grade. JUN 29 2®26
4. A 72 hour leak down test is required by a certified installer. MASON C General Notes
5. The tank must be certified by a certified installer. OUNTY ENVIRONMENTAL HE
4L
�ALTH Sheet Number
SD-1
PAGE 1 OF 4
• LEGEND CALIBER
--- PROPERTY LINE
SEPTIC DESIGN
Feasibility-New Construction-Repair
4 PROPERTY CORNER
165 Tupleo Way
SOIL LOG NO. Poulsbo,WA 98370
SL#m SOIL LOG t.360.509.7900
(SEE
TREE WATER LINE PROFILOISL BBEALOE ))TION
POWER LINE POWER METER
co® CLEANOUT
EL.290' 182.00' - EL.295'
PROFESSIONAL STAMP
1 PLAN NOTES
r DRIVEWAY 1.THIS IS NOTA SURVEY. SITE FEATURES,
NEW DIST IBUTION BOX_ \ TOPOGRAPHY,ELEVATIONS,AND
At
PER SD1 PING NOTES I d BENCHMARKS ARE BASED ON DATA
►' •. % LICENSED PROFESSIONAL LAND SURVEYOR
1;200 GALLON TWO PROVIDED BY THE OWNER. CALIBER
'% " COMPARTMENT SEPTIC DESIGN LLC RECOMMENDS THAT A
TRENCH AREA TO BE ' }
RECONSTROCTED SEE f � I ALWAYS BE USED TO SET CORNERS,
DETAIL 2 ON D3 ` ESTABLISH LOT LINES,AND VALIDATE
I `? 21037126 9
co '' ELEVATIONS. ORICHAR0 L BAZZELL
': LICENSEDDFSIGNER
EXCAVATED�REA, ROOT SL# :. �,.
INTRUSION, PONDED WTIH FOUR REVIEW STAMP
BIOMAT U' %' .::, � 1
SOIL EVALUATION PROFILES
1 ( / BEDROOM
�-° SINGLE SOIL EVALUATION DATE: 0512612026 1 // FAMILY o
RESIDENCE I o SL#1 0-31" Sandy loam
01 SL I N 31"-43" Gravelly medium sand
m o1
S 1 %j;'`''''• SL#2 0-30" Sandy loam
m = ,, ;;r:%: -- ------------------- 30" medium sand
'/
�------- - —I46 Gravelly ell
► ;;:,,,,: �,:;:: I SL#3 0-25" Sandy loam
". `f/ 25"-31" Gravelly medium sand
'.
m ' ' RESERVE DRAINFIELD SL#4 0-18" Sandy loam
m1 ► (3,200 SF) 1 18 -46" top of existing gravel
1 I SL#3 I trench @ 24",dry rock REVISIONS
L#2 " 0 NO. DESCRIPTION DATE
and pipe,root intrusion
no biomat present,
1 gravelly medium sand
PROPOSED OBSERV TION PORT 1 I to hard pan
SL#5 0-18" Sandy loam
EL.290' 165.72' EL.295' 18"-46" top of existing gravel Project:
trench @18,dry rock Thomas Grannell
and pipe,root intrusion 791 East Cedar Street
no biomat present,
gravelly medium sand Belfair, WA 98528
to hard pan
Tax ID#: 222127590174
Date: June 16,2026
c V E Sheet Name
JUN 2 9 2026 Site Plan - Remediation
MASON COUNTY ENVIRONMENTAL HEALTH
�?PT Sheet Number
SITE PLAN 2 D_
25' 50' 100' N J L
PAGE 2 OF 4
• CALIBER
GASKETED RISER WITH STAINLESS
SEPTIC DESIGN
STEEL FASTENERS(TYP),MININUM Feasibility-New Construction-Repair
24"DIAMETER EXTEND EFFLUENT
FILTER HANDLE TO 165 Tupleo Way
WITHIN 12"OF LID. Poulsbo,WA 98370
FINS ISH GRADE t.360.509.7900
�I r1m r ] gym 1i SEPTIC TANK NOTES
1. SEE GENERAL NOTES ON SD1 FOR ADDITIONAL
INLET W.L. W.L. OUTLET INFORMATION.
I 2. TYPICAL TWO-COMPARTMENT CONCRETE TANK PROFESSIONAL STAMP
30
INLET BAFFLE may SHOWN. OTHER CONSTRUCTION MATERIALS OF
(AS REQUIRED) EFFLUENT CONFIGURATIONS MAY BE ALLOWED OR
REQUIRED. SEE SITE PLAN FOR SPECIFIED
t- 1 FILTER CONFIGURATION.
TWO COMPARTMENT p
/1®CONCRETE TANK 3. THE EXISTING TANK MAY BE UTILIZED IF d�
n ul APPROVED BY THE LOCAL HEALTH JURISDICTION •<}
AND CERTIFIED BY THE LICENSED INSTALLER. JUN
MA 2 9 2026
S0N COON 21037126
9,
`I _ . ...�1TYENVIR� ORICHARDLBAZZELL
J� N �Nr
RET
AL u LICENSEDDESIGNER
RE 'IEALTM
REVIEW STAMP
1 FIGURE 1. 1200 GALLON EXISTING SEPTIC TANK
NTS SECTION
OBSERVATION PORT.MUST
BE ANCHORED PROPERLY
AND HAVE THREADED CAPS. 18'-0" LATERAL(3 TOTAL)
(TYP.EACH LATERAL) GRAVELLESS CHAMBERS MAY
AREA TO BE RECONSTRUCTED
BE REQUIRED iru USD_4 REVISIONS
NO. DESCRIPTION DATE
i
DISTRIBUTION PIPES:
SD 4 AREA TO BE RECONSTRUCTED 4"0 PVC(TYP)_______ / Project:
3 1 1 II ! I DISTRIBUTION BOX Thomas Grannell
5D-4 I
791 East Cedar Street
Belfair, WA 98528
Tax ID#: 222127590174
T
15'-0"
AREA TO BE RECONSTRUCTED Date: June 16,2026
! I ! Sheet Name
INSET- PRIMARY
j DRAINFIELD
6T-0" L Sheet Number
FROM SEPTIC 2 �D��
INSET-PRIMARY DRAINFIELD TANK
NTS PLAN Z
PAGE 3 OF 4
• CALIBER
SEPTIC DESIGN
Feasibility-New Construction-Repair
FROM TANK 165 Tupleo Way
CONCRETE DISTRIBUTION BOX Poulsbo,WA 98370
DISTRIBUTION BOX RISER WITH LID t.360.509.7900
SPEED LEVELER ON
2 ALL OUTLET PIPES
EFFLUENT MUST BE TIGHTLINED
A MINIMUM OF 3'-0"FROM EACH ' '��;� j�������
OUTLET OF DISTRIBUTION BOX
PROFESSIONAL STAMP
TO LATERAL TO LATERAL
SPEED LEVELER ON ALL OUTLET \i'
PIPES(TO LATERALS) III III III=11 III=11 I III=11 III=11
J III III II1= 1II III III III III I=II III III- o Fy
W J OUTLET PIPE:4° PVC '-1 I=1 I I=1 =1 I I-III=III-III:III-III-I I I
DISTRIBUTION PIPES: ¢ WITH SPEED LEVELER ...-I 11_=1 I I_. 11 I 11 I-.111==1 1=1.11.. ...=1 I I--1 •},
4"0 PVC(TYP) o (TYP) f=1 I i==1 I =1 11=1 I I-1 11=1 11=1 11=1 1=1 1=11= s' .�
1 1 II=111=111=111=111=111=1I-I-1_II-=1_L1=III:III-1I ,�
I___ 21037126
BARRIER MATERIAL
O RICHARD L BAZZELL
LICENSED DESIGNER
REVIEW STAMP
DISTRIBUTION BOX- PLAN r� DISTRIBUTION BOX-SECTION -
I NTS PLAN L NTS p o\ ISCTION
OBSERVATION PORT. MUST BE ANCHORED FILTER FABRIC JUN 2 9 2026
PROPERLY AND HAVE THREADED CAPS. DISPERSAL COMPONENT:SITE MASON COUNTY ENVIRONMENTAL HEALTH
VALVE BOX CONSTRUCTED GRAVEL(7/8-1-1/2"
DRAIN ROCK) 20�E RET
ADDITIONAL COVER ` \ ADDITIONAL COVER
.
REQUIRED=0" REQUIRED=0" REVISIONS
DISPERSAL COMPONENT:SITE NO. DESCRIPTION DATE
,,�\:�\:�: :�.:-:"::.:�:"..:,".-,:_;:=;:.;':";:"�::�:'ri:�:•:';::�:"::'::',;"i;:',::.:',::�,:",ice:..:,;,�;:�:'; —I"2 GRAVEL TRENCH DEPTH CONSTRUCTED GRAVEL OR
GRAVELLESS CHAMBER
TRENCH DEPTH '• \.:�"MINIMUM 12" MINIMUM 12":�
MAXIMUM 30" %�\\= MAXIMUM 30" TRENCH WIDTH=36"I—/
\\\\. LINE OF TRENCH
6"GRAVEL I Project:
Thomas Grannell
- - - :- - II P- - - _
�-111-11�-11 !I 1-111-111=111.-1 -i 1"_I 1-.. '._`Tr r.:1'—I ... RTi 1Ii.-1 i-1 1- -111=111-111--111=i a-i 1i-1 11=111-1
—1I� III-11 I—III=111=1 1=11�=III-11�-1 I-1 =�=I I 1=I 1=III=1 =I I1=1 =11�-11 1I�=III=1 1-11�=1I�=III=1I�=1 -1I�=1I�=11 791 East Cedar Street
111=III=1 I i-1 11=III--!11-1 I I=111=1 I I=1 I I=I 11—_! 4"0 SCHEDULE 40\3034 =I 11=11 I-.._ =III-LI_I=III=1 11=I I I=I 11=111—1 I I 1=1I Belfalr, WA 98528
VERTICAL SEPARATION IN 1111111 1111111 II I II II II 111 1I 111 II 1 II111 II 111 II 1��I II �I 111 IJ. PERFORATED LATERAL 1I111111TH�- VERTICAL SEPARATION IN I 111111 111 II II I III 1111 II 1 II 1 II 11 I II I II I FEI 111 I1I 11_1
NATIVE SOIL(12 MIN.) =1IL111-III-111=1 I-LI-1I-1I I_=1 PIPE I I I=1 I NATIVE SOIL(!2"MIN) II I=1II=1 I I=111-1I=-1 I-II1=1-I.1I I1-111_-=1.1 Tax ID#: 222127590174
I_i 1-II I-I 1-II I III-III-III I I I=1 11=1 11=1 I— a—iii= I I _n=i I I_ i III—III-- I I I-1 -III 1 1 1-I I -1 11-1 11 I I-1 11-11 I-
111=1 I I III__=1 I I_I I I=1 I I-I 11=111 I_I I I-1 I I III__=1 I I-III-III-III-I I I_I I I--III-III-I I -III-I I1-1 I I_I 11=1 I I-I 11=1 I I_I I I--I 11=1 11=1�
IIII1=1- _llI_ 11.LLWIII-IIIT;III;;;III III:.:-111_111=1.11=11..1=„III_ILI_, LL.I�ILI III=111=111= =1II,_::_III::.I III -1IL; III III 1111—„III—;1IL III; Date: tune 16,2026
+ + 1 + 1- +{4 4 + + + +++ + + + + + + + + + -+{ + + + } + + i + + + i- i. + + + "F Sheet Name
RESTRICTIVE LAYER,COMPACT RESTRICTIVE LAYER,COMPACT Sewage Tank Specifications
LENS,OR"HARDPAN" + + "+ + +++ +++ ;.++ + + + +
+ {. + + + + + + + 1. 1- + + + + + +++ + + + + + LENS,OR"HARDPAN" + 4. +. + ± 4 +
+ + + + + + + + + 1 + + + + + + + + + + + 4 I + + 4- + 4- + 4- * + 4 + -F + 4 * + + + + + y+ + + + + + "+ + + + + + + i -t+ + + + +
1 + 4 4- + + + + + + + + + { + + 1- I + + + + ;- + + + + + + + + + + + + + + + + +
Sheet Number
EI;_LATERAL- LONGITUDINAL SECTION A LATERAL-CROSS SECTION S D-4
NTS NTS
PAGE 4 OF 4