HomeMy WebLinkAboutSEP2013-00036 Jefferson County Department of Community MaveloKnen .("N /CD
621 Sheridan St,Port Townsend WA 98368,(360)3plia01,..,
SEPTIC PERMIT APPLICATION
PROPERTY OWNER f_Ac r+vielo 4- Pti (.IA5 bite-Ax-=',-).--aPR 03 ?Ill
MAIUNG ADDRESS 2858 1.4v,../ ttl erferr County
x0,44 q6111 tnvironmthrtai Health
PHONE
SYSTEM DEMMER t-> Wittf-Cr I Defier Phone# C)Z 2'9
LEGAL EESCRPTIC#4: Sedion Toving** Range 11e-4 PARCEL# 94i-3 300 ozz
Subdiviaon Name 015(01/4././ (-Li- 1-fr tq 44S Division sock Lcd(s) 2S
Site address/Directions to site 811-1 V L.,141‘,G* PT Ga ano.4,9 LA .
SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE
Residential_ )( New X Tank/s only Private
Residential ADU Modification Public X
Commercial Expansion
Community Upgrade
Repair SITE SIZE 1- 18 Ocl
SYSTEM TYPE Partial Repair-(tank) (drzOnfield) Previous Evaluation
Conventional Y Designate Reserve Area Yes# S
Alternative Redesign No
SYSTEM DETAILS '
Number ct Gallons/day -ato 0 Sol type 2- (aftach scd oral.) Application Rate 0 '30 qat/sq.ft/day
Drainfield Length I SO ft Trench Width 3 ft. Trench/Bed Depth I Z 0 in.
Septic Tank size I Obo to. Pimp Chamber size 11 to gal.
TYPE of system ( /W474 /70r)cd hfe'n eh
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of
their knovdedw. Any material falsehood or any omission of a material fact made by the ovdcatlowner with respect to this
application packet may result in this permit being null and void I further agree to wive, indemnify and hold harmless Jefferson
County against all liabilities,judgnents,court costs,reasonable atairey's fees and expenses which may in any way accrue against
Jefferson County as a result of or in consequence of the granting of this permit
I further agree to provide access and light of entry to Jefferson County and its employees, representatives or agents for the sole
purpose of application review and any required law inspectors. Staffs access and right of entry will be assigned unless the
applicant informs the Cavity in writing at the time of the application that he or she requires prior Trace. Inspections shall occur
during regular business lbws. Initial hem if you retake notification before entry
Appeal-A person aggrieved of a decision of the Health Officer may overt.Appeals shall be ad:milted to the Heath Division in
writing within fifteen days after receiving written notice of the decision.
DISCLAIMER-This application is for an on-site sewage system that meets the state and county
standards in effect on the date of application. This amlicadion for an onsfte sewage systerri DOES
NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that
you will later obtain permission to build a permanent residence or other structuie on this parcel. Any
future application wills rately judged by the rules and laws in effect at that time.
/
--Owner Signature Dale
FOR OFRCE USE ONLY 1/.0 lA ik ( PARTIAL ASBUILTaette 3/1 FINADM
D
INSP/PUMP TEST OA acaj '0/,q/1j
ALL HOLD REO.MET
D4..,"_24Fe57-117 Rec qic check Case#SEP al?) —4000 3(0
H:\WEB\PDFscSeptic\septic permitapp_2008.DOC
k p� JEFFERSON COUNTY PUBLIC HEALTH
47Nn� 615 Sheridan Street•Port Townsend•Washington •98368
www.jefferson countyp ub licheaith.o rg
F'none MU-JtSO-9444 i ax ;itiU-;S/9-4413/
ON-SITE SEWAGE DISPOSAL PERMIT
PERMIT#: SEP13-00036 Date Received: 04/04/13
Date Issued: 07/24/13
SITE ADDRESS: S DISCOVERY RD Date Expires: 07/24/16
APPLICANT: RICHARD BARNES PHONE:
PHYLLIS BARNES
2858 NW 70TH ST
SEATTLE WA 981176239
LEGAL DESCRIPTION: DISCOVERY BAY HEIGHTS DIV 1 LOT 25 W/S TO EASE
PARCEL#: 947300025 Section: 32 Township: 30N Range: 01 W
DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224
SEPTICS BY SUZANNE
PO BOX 125
CHIMACUM WA 98325
SYSTEM DESCRIPTION: CONVENTIONAL TRENCH
No. of Gallons per Day: 360 Type of work: NEW
Drainfield Trench Septic Tank
Length: 150 feet Width: 3 feet Depth: 12 inches Size: 1,000 gallons
DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the
date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For
example,it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure
on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction
and development activities must comply with all permit conditions,state and local codes,and Recommended Standards and
Guidance documents in effect when the permit is issued.
The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the
primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.
Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County
Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is
uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once.
Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM IN JEFFERSON COUNTY, WASHINGTON
This permit is issued for a period of three years (unless otherwise stated above) in accordance with
Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended.
This permit may not be renewed.
G
Jefferson County Environmental Health Specialist
This permit with conditions must be onsite during all phases of construction
HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION.
SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES
CONDITIONS OF APPROVAL - PERMIT NO.: SEP13-00036
1.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE
SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF
THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY
OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT
THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE
8.15 AS ADOPTED OR AMENDED.
A COPY OF THE RECORDED OPERATIONS AND MONITORING AG REEMENT IS RE QU IRED
PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT
2.) Designer must be contacted prior to start of construction and for inspections during installation.
DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS.
3.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health
ONE WORKING DAY prior to start.
4.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final
approval.
5.) Before final approval is given, the designer shall provide an operations and maintenance manual to
the property owner and the Health Department. The manual must instruct the owner of the on site
sewage system on the ways to properly operate and maintain all components of the system.
6.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area.
7.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a
secured lid, adequately sized to allow visible inspection of the liquid level in the box.
8.) Approval of this sewage disposal permit does not preclude the permit holder from complying with
the Unified Development Code for other/future development on the site.
9.) This system as designed and approved is sized for only one single family residence. It is not sized
for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD.
10.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other
development or a building permit on this site. Compliance with other Jefferson County and
Washington State Codes is required.
11.) All construction and development activities must comply with all permit conditions, Washington
State and Jefferson County Codes and Recommended Standards and Guidance documents in
effect when the permit is issued.
12.) This approval is valid only with a connection to an approved public water supply.
13.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion
and sediment during construction. BMPs shall address permanent measures to stabilize soil
exposed during construction, and in the design and operation of stormwater and drainage control
systems.
14.) The airport Overlay II includes areas that lie beneath the FAA mandated traffic pattern for aircraft
ascending or descending from the JCIA. As such, this area is subject to routine aircraft
over-flights. It is acknowledged that areas lying outside the delineated Airport Overlay II zone may
also be subject to aircraft over-flights.
SEP13-00036 Page 2 of 3
\\tidemark\data\forms\F_SEP_Permitmod.rpt 7/24/2013
15.) The site plan received on 4-3-13 was reviewed by the Department of Community Development on
4-29-13 and it was determined the new septic system meets the requirements in Jefferson County
Code 18.22.095. The septic system is physically separated and functionally isolated from the
wetland buffer by S Discovery Road, county road number C601508.
Any future permits on this site are subject to review for consistency with applicable code and
ordinances and does not preclude review and condition which may be placed on future permits.
SEP13-00036 Page 3 of 3
\\tidemark\data\forms\F_SEP_Permitmod.rpt 7/24/2013
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•
CONVENTIONAL SYSTEM AS-BUILT INSPECTION REPORT
Installer: Evan Neville(Shold Excavating) Parcel # 947 300025
Permit Owner: Richard&Phyllis Barnes Permit# sEP13-00036
Designer: Suzanne Martin Design Flow: 360 gpd peak
Site Address: ' Bayview Lane-Port Townsend
ABSORPTION AREA:
DRAINFIELD TRENCH WIDTH TRENCH DEPTH TANK SIZE #OF BEDRMS #GAL/DAY
LENGTH 150' 3' 12-24" 1000 Cotton Tank 3 360gpd
IF PUMP AND PUMP CHAMBER REQUIRED: Shroud/Screen
Tank Size: n/a
Float Arrangement
High water float—distance to top of tank/emergency storage
Dose drawdown(#of inches) #Gallons/Dose
Timer/Dose Counter info Pump Size/Manufacturer
COMMENTS (inspection notes, changes from design or deficiencies installation)Attach additional sheet(s) if necessary
Installed 2 compartment, concrete septic tank and distribution box. Risers, clean-out, speed levellers and outlet filter have
been installed.
All OSS Component installation have met or exceeded State and local codes and regulations.
Users Manual Provided to Homeowner ttl} Lt zzJUJL(11fDate
ATTACH ASBUILT DRAWING signed by Designer or stamped/signed by a Licensed Professional Engineer
I CERTIFY THE INFORMATION PROVIDED ABOVE WAS
VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED
AS DESIGNED AND APPROVED by JEFFERSON COUNTY
(DATE)OR THAT CHANGES HAVE BEEN
NOTED AND THIS SYSTEM IS IN WITH WAC 346-272 � la+,+
21 July 2014 5100342 -1.w
D i nerSignature Date License# 51
Suzanne I.Martin _ a+
'v+v18
Record Drawing for SEP13-00036 - ,
Site Area: t18096sf
Now installed/approved OSS Components: `l(// Area Soils: Dick loamy sand,0-15%slope
1- 1000 gallon septic tank now installed w/risers and C 2 Elevations are approximate/from Jefferson County website
outlet filter installed t �
2- Distribution box now installed w/risers&speed levellers
now installed !�
3- 360 gpd/1501f conventional drainfield now installed with
m
Iisliik
onitoring ports installed toward each end of each lateral.
4- 360 gpd Reserve Drainfield area(1260sf). ■
L.
0 30' 60'
SCALE 1"=30 FEET
201A& U Easement
Legend
►46►. ,�.j. �` .•_I►.� WSDOH Wa.State Department of health
� , JCHD Jefferson County Public Health
�� OSS On-Site Sewage Disposal System
IPA
BOD Biochemical Oxygen Demand
"14 S�+ TSS Total Suspended Solids
FOG Fats,Oils&Greases
' '
P
& # OSS Installation Notes:
. . ' 1- Laterals installed 24"deep,filter fabric over the gravel. All laterals are 50If
trenchesmonitoring ports installed toward the distal ends of each lateral as noted on
r4 record drawing.
` 3 , 2- Septic tank and tightlines are bedded in pea gravel,tuftite outlet filter installed
bedr in outlet baffle;risers to the surface have been installed on access ports of the
finder ins hoMe, `I septic tank.
j, trUCt/on tt, 3- Distribution box installed with speed levellers and riser to the surface.
Q , 4- Only household wastewater in the drainfield
d
Q 5- Direct all drainage away from drainfield&oss components.
now installed septic tank ��
9
Y P
risers&outlet filter installed . Q ♦ Q ^ 6- Establish vegetative cover as soon as possible after installation,to minimize
�� erosion potential and enhance evapotranspiration.7 now installed d-box , Q 7- All water system components must maintain a minimum 10 feet from all
- it sewage disposal system components.
/ on s e se a e dis osa
-speed leveller& ��r!� � g P Y
riser installed 46. P ' r-��,�"♦IVA* . oncrete poured
4,411�� r•-#1r* r for porch
►� �• ,
0 /' 44.5 ` 10' •drainfield
�*s' ma,,,,,..% .� protection zone
• 45.7 ank.�' nstalled mo=gPorts;•' Ir as noted on
'` r"eserve area ` 4, �` �. °�
ar Design Parameters:co
„7-40,A .;,.:;:.:.,.:!4....x c p: a+ 4�� c 21 July 201:
r ,A•L ..,$s "� ♦ `I ' This system is designed to process 270 gallons of typical residential strength
,irgIA ���♦I♦��141� �� .3 sewage per day with infrequent peak flows of 360 gallons/day. Extended flows
♦�4.r.+♦i►-`•4 a above 270 gallons/day or at waste strength above parameters,may cause system -s l r. i
`�' failure. r/ l tee,
1 � ��� Septic Tank effluent design waste strength parameters(maximum levels): w +,w f
7/02?, ,. I,� CBOD5: </=125 mgA . it
`S4 4V � �� �► ■ if -TSS: <l=80 mg/I ,� $�.���n�','r
9Q0/. 44,.�� -FOG: <l=20 mgn ; '+r.
SOU Richard&Phyllis Barnes
TN Di OSS OSS Record Drawing
I. Bayview Lane-Port Townsend
Ry, 0' Lot 25; Discovery Bay Heights;Div. 1;
Parcel#947 300 025;S 32;T30N;R1 VV
July 2014;SEP13-00036
•
Site Area: ±18096sf
Area Soils: Dick loamy sand,0-15%slope
Elevations are approximate/from Jefferson County website
Proposed OSS Components:
1- 1000 gallon,2 compartment,water-tight septic tank. Intention of Permit Application
2- Distribution box This permit application is for a single family residence. The homeowner intends to
3- 360 gpd/150If conventional drainfield. r apply for a building permit based on the septic system design. This design is
4- 360 gpd Reserve Drainfield area based upon the original permit,SEP04-00022. A Site visit on 14 March 2013 0 30' 60'
• . showed a cleared parcel with grass growing. Based upon this site visit,the site -
does not appear to has not been damaged, Due to the fact that I did not see the 111111111111=1 IIIIIIIIIIIIIIIII
site at the time of the 2004 permit application,I can not determine whether the site
A1 SCALE 1"=30 FEET
has been altered.
4. • 0W "
: 4 • . . '- , ,-
-• Legend
0 Soil Log
25 20'A&U Easement WSDOH Wa.State Department of health
JCHD Jefferson County Public Health
�
_ -- ass On-Site Sewage Disposal System
Design Parameters:
This system is designed to process 270 gallons of typical residential strength
BOD Biochemical Oxygen Demand
cry sewage per day with infrequent peak flows of 360 gallons/day. Extended flows
^' above 270 gallons/day or at waste strength above parameters,may cause system TSS Total Suspended Solids
FOG Fats,Oils&Greases
failure.
Septic Tank effluent design waste strength parameters(maximum levels):
•rop. deck
-CBOD5: </=125 mg/I
ill •' . •4111114MVOTaireen t TSS: </=80 mg/I
:??? / • ....r.iw... t -FOG: </=20 m /i..�...,.�..- "" ___ a ' mg
/I
_ --0.4..wr'-_r'�r:•_. . ♦ • • ' ._..r
,., T� CCU*,:
0 roo
OSS Installation Notes:
±33 ;, •rop. porch 1- Drainfield may be adjusted by installer for ease of installation. Excavation
proposed septic tank •ropose• , r ti depth not to exceed 30"but may be installed as shallow as 12"to bottom. Total
risers&outlet filter required clean-out "� 4 length of installed drainfield must be 1501f,all laterals must be installed on contour
0 fif'-'1. and be of equal length.
SL-4 I R 2- Septic tank must be bedded in coarse sand or pea gravel,unless consistent
proposed d-box
illiA r 0 SL-1 ,�P i-{ I __∎.} _ .A. 0 3 Z®i, layer of sand is found;Outlet filter(max i")must be emplaced in the outlet baffle of
±19 ,� �r41.111Le'` `4:41 i the septic tank; risers to the surface must be installed on all of the access port of the
' � b : septic tank.
,,/, I°'rl" t ,, 4 _ 3- Location of septic tank may be adjusted according to building site but must
� � . QSL-3 �� „ r/ SL- `"��r maintain a minimum of 5'from building foundation and a clean-out must be installed
between the plumbing stub and the inlet of the septic tank.
► ► p. mon' o n•• DE$. 4- Distribution box must be equipped with speed levellers and riser to surface.
��ort,typi I /��DiSP�3 5- Only household wastewater in the drainfield
• for •, •�' i 6- Direct all drainage away from drainfield&oss components.
±63 ,�.:..,.. �see det I p ' V/j` 7- Establish vegetative cover as soon as possible after installation,to minimize
• reserve area ' ''~1 Cr erosion potential and enhance evapotranspiration.
'' , /:(1. 8- All water system components must maintain a minimum 10 feet from all/ /.te
on-site sewage disposal system components.
� , .
�♦ � 4"threaded cap preferre: 28 March 2013
,�„� , �• ��,,�► slot top 1.5"of pipe Backfill
■
et /
`� 10'drainfield 3 if slip cap is used . •o Material
t fP
`protection zone a 4"PVC ---- e e fw . 'ts
22'Sit„W CI '•o ..,...--.4,;.,..-_,..-f.: Drainfield •`+,
90.0/� . . Trench
...p 510. 2 ;
. : „ Suzanne L Melon P,
n
SOL/7- Reber to secure in trench Richard&Phyllis Barnes
H 0/S C OSS Design Site Plan
OVF Bayview Lane-Port Townsend
y/;?OgO Lot 25; Discovery Bay Heights; Div. 1;
Parcel#947 300 025;S 32;T3ON;R1W
March 2013;SEP04-00022
Page 4 of 4;Barnes;
Tank Cross Section-Not To Scale parcel 947 300 025
(For illustrative purposes only, actual tank configuration may vary,tanks must be on list of approved products.)
SECURED LID WITH GAS TIGHT SEAL
1 ACCESS RISER
FINISH GRADE
l
/
r - - to distribution box
FROM SEWAGE
SOURCE FLOATING MAT
APPROVED
EFFLUENT
FILTER
SEDIMENTS maximum 3/16"filter
SEPTIC TANK
(TYPICAL)
SEWAGE DISPOSAL DESIGN APR 0 3
Approved or nstruct►o 201
pate e�vi�-�t��rr�����kt:�1 ''.
t?cifk63
SEW;G`
A nr0ved f U
or .fAL dES cN
ConStructbon
Date
cwt 947 30oo�-s
SON COUNTY DEPARTMENT OF COMMUNIT`{DEVELOPMENT i
621 *IERII AN ST..PORT TOWNSEND .WA 98368. (3601 379-4450 '1i
•
j s, •. 14
SOIL EVALUATION or
PROPERTY OWNER s .',-Iv •y��}% 1
SYSTEM DESIGNER '' l t
LEGAL DESCRIPTION: Section 32 Township 3p,�) Range:Mk, Parcel ` ,or
, BERNT PAUL RICSEN:.. is•
Subdivision Name wa+w3i Fr...tJ-r
���� �Gfgl�s Division BtoCic Lotls •w�dw�a������s■w��sv�.a,
1 r ! rir:ci I'
Date Logged: 12--.1-7-01 Logged By: �f rNf EllCsesl
Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth
where mottling or impermeable layers occur.
SOIL LOG #1 T: 2-1t.
SOIL LOG #2 77 a 6--
tv to •f in. LAS.tTopse ) o to 3 in. /,5 6T yCo4:,{�
C to Lb in. Ten -(',.,.. —VCS sot/. .3 to g7 in. 'Ton .•(= 1jC5c- gn..Q,
it) to G6 in. Tom,-r-mJ.SnS. 57 to GL in. `
to; in. to in.
Anticipated water table-T4 in. (05
(Gp / Anticipated water table ya,in.
Roots to • t� inches l ri.Roots to 34, inches
Health Dept Comments
I'
Health Dept. Comments
SOIL LOG #3 T a-g• SOIL LOG #4 T.7.6. APR
2013
0
to g_in. L.S. (Tore,o1, _ 4 to 7 in. L.S (T( J)j)t,
A
c to tt in. Tam 4',.0, Sa. A. •7 to Yo in. _ vi h� '' c't ir'L
to in. �l'!' jvv`t V' AEU to lolo in. Tan ,.,,,e„ . ,
� He`�lCh
to�:... �„in. 77
{�j � to in,
Anticipated water table in `
Anticipated water tablein.
Roots to 4q inches i Roots to .10 inches
Health Dept. Comments �I Health Dept. Comments
SOIL LOG #5 • SOIL LOG #6
to in. fativIA 7,7/ to in.
to in. l.) ' to in.
�•,
to in. aJ to in.
to in. , .. to in.
Anticipated water table in. D ;; ,nticipated water table in.
Roots to inches 'i Moats to inches
Health Dept. Comments t' 0 2 C} '
i lealth Dept. Comments
L...,.:N:4Nr•9H.1'HAsOn..FgMo ,
I ,
rtEP� T OF,C3MM ,t:i v JEVELOPMEJt
•
Page 2 of 4;Barnes;
Parcel#947 900 025
ONSITE SEWAGE DISPOSAL �}
SYSTEM DESIGN 74II'.#,
.3 0 t
;," +,
Suzanne L Mahn /.#
Date 27 March 2013 - tesipsggt:;lnlr'• '0,
EIWI Y11/15
Property Owner
Richard&Phyllis Barnes 27 March 2013
System Designer Suzanne Martin
Legal Description: Section 32 Township 30N Range 1W
Subdivision Name Discovery Bay Heights Division 1 Block Lot(s) 25
I. CALCULATIONS
If for residential use:
Number of Bedrooms: 3 x 120 G.P.D.= 360 total G.P.D.
If for non-residential use, attach calculations used to determine G.P.D.
Soil texture waste water application rate 0.80 G.P.D./ft. squared
I (see page 214 of the EPA Design Manual)
DRAINFIELD SIZING:
Absorption area: - 450 square feet (total G.P.D. G.P.D./ft. squared)
Trench or bed width 3' feet
Trench or bed length 150 lineal feet (sq. ft.-i•trench or bed width)! )
II. APPURTENANCES AFR
1000 min ®3 2®1�
Septic Tank Size gallons ;, ,x
tat�i7,
Pump Requirements (If Necessary) fieiJtai a/t
Elevation difference in feet n/a
Friction loss
Pump capacity should be G.P.M. at T.D.H.
Number of doses per day
Dosing volume gallons
Pump chamber size gallons
Hahome\pincntrinfohlth\sewdsn
page 3 of 4;Barnes;
Parcel#947 300 025
III. DRAINFIELD CROSS SECTION
•
•
/ ♦ Suzanne l Martin • •
/ //� l
7, FIL / aims
1J / / 27 March 2013.
a" Draw Rack
NATIVE SOIL
A
t i
E
C
IMPERMEABLE MATERIAL/
SEASONAL SATURATION
A. Trench Depth 12-30" inches 30" Maximum trench depth
6..
B. inches of drainrock below pipe
C. 36+ inches of vertical separation from trench bottom to impermeable
material/seasonal saturation
D. 0" inches of fill (if needed)
E. Trench width 36 inches
NOTES:
Reserve area may require additional treatment. Distribution box must be equipped with speed
levellers and have riser to surface. Trenches must be of equal length and installed on contour with
level trench bottoms. Monitoring ports must be installed toward the distal end of each lateral.
•
•
ATTACH DETAILED DESIGN OF SYSTEM
` ` _re.4.I q47 3000,2-5-
JEFFERSON COUNTY DEPARTMENT OF COM
MUNITY D -
821 SH
EVELOPMENT
F.RFDAN ST.. PORT TOWNSENO.WA 98368. (360) 379-4450 � i+
s IL
SOIL EVALUATION i'' ..'ii
A
.4
1,OWNER T,or�,�,,r� nL � `�rwn.sy���, �,
or sr. 1
. , , t i
SYSTEM DESIGNER r -" � -
itr-,P. 5100254
LEGAL DESCRIPTION: Section 3� Township 30k Range, A) Parcel # r••• -._ . PAUL RICSEN'•• 1i•
Subdivision Name `$a.) Z•...r,'l�ar:�"�. p '
�gt� Division Block Lots �•�aG..:a��a►�.���%�►���.�.f,
Date Logged: 12 -.17—to 1 Logged By: 7›.e.4-14 E rseci
Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth
where mottling or impermeable layers occur.
SOIL LOG #1 'T. 2•D. SOIL LOG #2 T. °t e'•
_a___to__in. (...S, r! ogsci Q) _O to _in. /,S CTo soi,6
r to /no in. Tcn Witt. —V sta.
3 to 37 in. `Tor►y= \Uce Sr••e
0 to 4 4, in. Ti►,•-r=m,r.P.S4. 4'7 to ti, in. Tetm Ite mtie. 1it4 e,
to in. to in.
Anticipated water table>4 in �0$
L� Anticipated water table>66 in
1-2._Roots to • � inches l r Roots to34 inches
Health Dept. Comments Health Dept. Comments
SOIL LOG #3 T. a-g• SOIL LOG #4 T.7-6.oiptoP
_.11 to.t_in. (-5, (1-01060/ y
5--)%,q to GG in. Tin 4'-,.s, Sa, W 7 to 4/0 in. T4"- - Uoff, 4
to in. k5 I.0 to, U in. 7t t • -rod. .044 ,
to in.
Vic, to_in.
Anticipated water table>61, in ` , , Anticipated water table7,G0 in
Roots to µµ inches Roots to Jo inches
Health Dept. Comments Health Dept. Comments
SOIL LOG #5 SOIL LOG #6
to in. to in.
to in. to in.
to in. •
to in.
to in.
r-b E to in.
Anticipated water table in °' ' .- anticipated water table in.
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