HomeMy WebLinkAboutSEP2016-00100Jefferson County Department of Community Development
621 Sheridan St., PortTownsend WA 98368, (360)3794450
SEPTIC PERMIT APPLICATION
PROPERTY OWNER
MAILING ADDRESS
PHONE (360)765-0667
SYSTEM DESIGNER: MichaelS. Deeney Designer Phone #: ( 800 ) 395 - 7296
LEGAL DESCRIPTION: Section 5 Township 27 Range 1W PARCEL # 70.1!lg!.016_
Subdivision Name Division Block _
Site address/Directions to eifa /.QOO Dahnh Rd CJrrilcene
?06
SOURCE OF SEWAGE/USE
Residential
ResidentialADU _
Commercial
Community
SYSTEM TYPE
Conventional_
Alternative X
WATER SOURCE
Private X
Public
SITE SIZE 3.3 acres
Previous Evaluation
Yes #SEP8Z:Q00eZ_
No
SYSTEM DETAILS
Number of Gallons/day 360 Soil type 4 (attach soil eval.) npplication Rate 0.6 gal./sq.ft./day
Drainfield Length existinq 175 ft. Trench Width 3 ft. Trench Depth 6 in.
Septic Tank size exitinq 1,000 gal. Pump Chamber size existinq 1.000 (abandon & replace with Advantex) gal.
TYPE OF SYSTE tt A.l.l Ar{rrantow A lV treatmenl svstem to evistino shallow nressr drainfield
By signing the application form, the applicanUowner attests that the information provided herein is true and correct to the best of
their knowledge. Any material falsehood or any omission of a material facl made by the applicanUowner with respect to this
application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson
County against all liabilities, judgments, court costs, reasonable attorney'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 right of entry
to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later
inspections. Staff s access and right of entry will be assumed unless the applicant informs the County in writing at the time of the
application that he or she requires prior notice. lnspections shall occur during regular business hours. lnitial here if you require
notification before entry Appeal - A person aggrieved of a decision of the Health Officer may appeal.
Appeals shall be submitted to the Health 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 application for an onsite sewage system DOES
NOT assure you of any other Gounty approvals. For example, it DOES NOT GUARANTEE that
you will
future a
later obtain perm issi to build a permanent residence or other structure on this parcel. Any
ly judged by the rules and laws in effect at that time.
lb
will be
Owner Signature
I
TYPE OF WORK
New _
Modification X
Expansion
Tanks(s) only _
Repair
Partial Repair - (tank) _ (drainfield) _
Designate Reserve Area _
Redesign
tNsp/puMp t51l;_ l2lrclzff Monitoring Asreement
ALL HoLD REQ. MET B IAOI&j,qW
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FOR OFFICE USE ONLY
ASBUILT I
Cr\Data\Wpw\County & State Fomsuetferson\Septic Permit Forms\Modifications\Pease, 70'1051016, Septic Permit Appli€tion .wpd
JEFFERSON COUNTY PUBLIC HEALTH
615 Sheridan St.
Port Townsend, WA 98368
www. jeffersoncou ntypubl ichea lth. org
Phone 360-385-9444 Fax 360-379-4487
li e9 -r/!l 7.*r,,*,>, t" (frn\
Public l+eollh
PERMIT #:
SITE ADDRESS
APPLICANT
ON.SITE SEWAGE DISPOSAL PERMIT
SEp16-00100 Date Received: 06t17t16
49OO DABOB RD Date lssued: 09102116
.U'LCENE, wA 98376 Date Expires: 09102119
JEREMY N PEASE PHONE:
ELIZABETH SOBIECK JTWROS
PO BOX 91
QUILCENE WA 98376-0091
LEGAL DESCRIPTION: 35 T27 RIW TAX 20
PARCEL #:701 051 01 6 Section: 5 Township: 27N Range: 1W
DESIGNER MIKE DEENEY
CREATIVE DESIGN SOLUTIONS
PO BOX 2787
PORTANGELES WA 98362
PHONE: 360-379-2879
SYSTEM DESCRIPTION: AEROBIC UNIT/PRESSURE TRENCH
No. of Gallons per Day: 360 Type of work: MoD
Drainfield-- ----Trench
Length: 175 feet Width: 3 feet Depth: 6 inches
---------Septic Tan k-------
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 wil! 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. lf 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 MODIFYAN INDMDUAL SEWAGE DISPOSAL
SYSTEM IN JEFFERSON COUNW, 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
Jefferson County 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 REVERSE & ADDITIONAL PAGES
CONDITIONS OF APPROVAL - PERMIT NO.: SEP16-00100
1 .) H -The existing curtain drain must be re-located 10' or more up slope from the existing drainfield.
2.) The existing septic tank must be leak tested and certified prior to final pressure test.
3.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent
transport line, tanks, treatment and disposal components.
4.) H - AS pER WAC 246-272AAND 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 246-272AAND JEFFERSON COUNTY CODE
8.15 AS ADOPTED ORAMENDED.
5.)
6.)
7.)
8.)
e.)
10.)
A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED
PRIOR TO FINALAPPROVAL OF THE SEWAGE DISPOSAL PERMIT
H - This onsite sewage system is permitted using an aerobic treatment unit (ATU) with UV
disinfection. AIIATU systems must have a continuous and perpetual maintenance agreement in
place for the life of the system. A signed contract with an approved entity, authorized by the
product manufacturer, shall be required prior to final approval.
Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used
around inlet, outlet, and risers due to high water table.
Health Dept. required to observe pressure test with system designer when system fully
installed/complete, 48 hours notice to be provided for scheduling.
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.
H - An asbuilt drawing and certification of completion by the designer is required prior to final
approval.
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.
Divert all sources of drainage, including roof drains away from septic tank and drainfield area.
H - Existing PUMP tank shall be properly abandoned, and possibly the septic tank. lUthey shall be
pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final.
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.
Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health
ONE WORKING DAY prior to start.
A maintenance and management contract is required with the manufacturers authorized
representative. Maintenance of the system shall be completed by a manufacturers authorized
representative at the frequency required by the manufacturer.
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.
11.)
12.)
13.)
14.)
15.)
16)
sEP16-00100
\\tidemark\data\forms\F_SE P_Perm itmod. rpt
Page 2 of 3
91212016
17.) Approval/issuance of a sewage disposal permit or installation of a septic system does not
guarantee the approval of other development or a building permit on this site. Future buildings that
require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets
the current standards and codes in effect at the time of the building application.
18.) 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.
sEP16-00100
\\tidemark\data\form s\F_SE P_Perm itmod. rpt
Page 3 of 3
91212016
JEFFERSON COUNTY PUBLIC HEALTH. 615 SHERIDAN. PORT TOWNSEND WA 98368
CONSTRUCTTON INSPECTION REPORT
For REGORD DRAWING
MICHAEL DEENEY Permit # SEP 16-00100
TOBY KILHAM WITH BERNT ERICSEN EXCAVATING Parcel # 701051016
Desig n Flow 360
Property Owner JEREMY PEASE
Designer
lnstaller
Electrician
Site Address 4900 DABOB RD., QUILCENE, WA 98376
Answer all questions or indicate NA
Tanks. Pumps and Controls
Tank (manufacturer, size, baffles)"""1.000 GAL. 2 COMP. W/BAFF & FILTER
Date lnsp.
10-14-19
Pump chamber (manufacturer, size)ADVANTEX AX2ORTUV 1 0-1 4-1 9
Screen(s)and/or Pump Shroud (type, location) FLOW INDUCER 10-14-19
Were Tanks tested onsite for water tightness? Yes / No
Panel Model ORENCO VCOM AX20B UV Timer Model VCOM 1 0-1 4-1 I
Pump 1 - Man./Model ORENCO RECIRC. PU P (SIZE UNKNOWN)Flow Rate _ gpm 10-14-19
Pump Location (i.e. garage, treatment unit, basement)1.500 GAL. TANK TO ADVANTEX UNIT
Float settings (above bottom of tank) / transducer settings
(above bottom of transducer)
Alarm - "*
Timer Functions
On - 0.3 MIN
On/off -off - 19.7 MtN
Redundant off -Veto On - N/A
Storage Above High Water Alarm: >240 gal Veto Off - N/A
Dose Counter Reading Gallons/Dose
Elap. Time Meter Reading Pump Throttled? Yes / No
Dose Drawdown 1in inches)i
Pump 2 - Man./Model ORENCO PF 500511 Flow Rate 67.8
Pump Location (i.e. garage, treatment unit, basement)1,500 GAL. TANK TO ADVANTEX UNIT
gpm 11-25-19
(above bottom of transducer)
Alarm -
tank) / transducer settings
34.2"
loat settings (above bottom
On-
onsrmerun IECER
On/off - 31.2"off -
Redundant off - 24"Veto On -COUNTY
galStorage Above High Water Alarm 70+l-Veto Off -
Dose Counter Reading Gallons/Dose: 20+/-
Elap. Time Meter Reading Pump Throttled? Yes / No
Dose Drawdown lf additional pumps complete this info for each
\LENOVO2016DEC\Data\Wpw\County & State Forms\Jefferson\Construction Rpts\Advantex\To Dripline\Pease, 701051016, Alternative sys ASBUILT 2010-2.FRM.wpd 11127119
Page 1 of 2
Pre-Treatment
Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No
Sandfilter Basin size/location
Date lnsp
Sand Fill met design spec? Yes / No
ATU (manufacturer, model)
Disinfection Unit (manufacturer, type, model)
Transport Pipe Size/Sch r**2I SCH
Drainfield
40
Orifice Diameter ***3/16" Lateral Size/Sch
Barrier Material Cover Material/Depth
Residual Head (lat.# & ft. Head)8.+/- (ALL LATERALS TJS IN
Alarm tested Yes / No
lndependent Alarm Yes / No
Manifold Size/Sch
4t21t16
G 3/16'' SPRAY CAPS)11-25-19
Sou rce/Ma n ufactu rer of D ra in rock/G ravelless cha m bers
Drainrock Clean? Yes / No lf no, what action taken?
Mound/Glendon Site Prep
Trench Length ft width Depth ***6 inches
Caps for measuring residual head stored (location)
COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if
necessary
Olher Aorraworx nanel settinos Swarn . Zbios:Arrtoclea doses mtn-sec.
*BACKFILLED PRI ORTOI SPECTION
*"PROPRIETARY
*""EXISTING INSTALLED U NDER SEPBT-OOOg7
Health Department lnspection issues resolved Yes / No / NA lf yes how?
Users Manual Provided to Homeowner COR te
Tank/component Decommissioning Report Attached Yes / No / NA
lnstaller Certification attached/signed Yes / No
ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer
I certify the information provided above was verified by inspection (with exceptions as noted, if any). I also certify that this on-site
system was installed in accordance with the approved design and verified through periodic observations of construction such as
site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final
inspection of the completed system (with exceptions as noted, if any). To the extent revealed by these periodic inspections, the
system complies with all the conditions noted in the permit as approved by Jefferson County 9-2-16 (Permit
Approval Date) or that changes have been noted and the system is in compliance with WAC 246-272.
RE,CEI VED
DEC 0 I 2019//- 2z- /?
Designer Signatu Date License #JEFFERSON COUNTY
ENVIRONMENTAL PUBLIC
\LENOVO2016DEC\Data\Wpw\County & State Forms\Jefferson\Construclion Rpts\Advantex\To Dripline\Pe8se, 701051016, Aliernative sys ASBUTLT 2OlO-2.FRM.wpd 11t2lt1g
Page 2 ol 2
HEALTH
fr*** ?
CERTIFICATION OF PUMP CHAMBER ABANDONMENT
Company Certifying Abandonment:
Phone: (360) 385-3602
Bernt Ericsen Excavatinq
Site Address: 49Q0 Dabob Rd., Quilcene, WA 98376
Parcel Number: 701051016
Abandonment as required in SEP16-00100
I certify that the pump chamber reflected under SEP16-00100 for the above referenced
site has been abandoned to Washington State and Jefferson County requirements
(tank was pumped, lid crushed, and tank filled with soil). See also, attached pumper's
receipt.
sig re Date
fln, -|-Zzbmt)
PnnaMme
A COPY OF THE PUMPERS RECEIPT MUST BE ATTACHED TO THIS FORM
DEc 0I 2019
D:\Data\Wpw\Costructlon\Certifi€tloslsT Abandonmcnl\Pc\Poaso, 7010510I6, SEPl&00'100, Certi0@tlon ol Sepuc Tank Abandenment.uDd
AL
TANK PUMPING REPORT t0/23t7011)
Sil. Name:
Lo@rion:4900 DABOB RD
Tax lD: 701051016
Ugo:
Serviced:1 0/'l 0/201 9 by: Justin Wells
Service Company:
DANO'S SEPTIC
7124 St Hwy 3 SW
Bremerton, WA98312
360-536-4431
Submitted'1011 412019 by:Serena Kelly
Dump Locrrion: Central Kitsap Wastewater Treatment Plant
COMMENTS
DThis rcpod indicates certain characteistics of the orsile sewage syslem al the time of visil. ln no way is this repod a
DEC 0I 201s
COUNTY
Jurisdiction lD:SOM87-00097
PUMP TANK PUMPED FOR DECOMISSION.
YES
Tank Size (Gallons)(Number only, no text):1000
Effluent level within operational limits (if NO explain in comments):YES
Total Gallons pumped from tank (Number only, no text):300
Tank depth below grade (inches):24
Access Risers installed to grade (N/A if not present):YES
Access Risers securely fastened (N/A if no riser present):YES
Tank Construction Material:Concrete
Tank Condition Good:YES
Roots or ground water observed leaking into the tank or around the risers:NO
Baffles in good condition (N/A if not present):N/A
Effluent screen cleaned (N/A if not present):N/A
Effluent surfacing around site components (N/A if not checked):NO
Pump/Air Mechanism operating as intended:YES
Controls operating as intended:YES
Alarm working as intended:YES
Tank abandoned after pumping YES
Were repairs made to the Tank or Tank Components? (if YES explain in comments):NO
Compartment 1 Scum accumulation (lnches, if other specify):n
Compartment 1 Sludge accumulation (lnches, if other specify):6
Drainfield was vacuumed or hydro-jetted? (lf YES, explain in comments)NO
TANK: Pump Tank
Tank Pumped YES
Tank Size (Gallons)(Number only, no text):1 000
Effluent level within operational limits (if NO explain in comments):YES
Total Gallons pumped from tank (Number only, no text):1000
Effluenl returning back into tank after pumping:NO
Tank depth below grade (inches):24
Access Risers installed to grade (N/A if not present):YES
Access Risers securely fastened (N/A if no riser present):YES
Tank Construction Material:Concrete
Tank Condition Good YES
Roots or ground water observed leaking into the tank or around the risers:NO
Baffles in good condition (N/A if not present):YES
Effluent screen cleaned (N/A if not present):YES
Effluent surfacing around site components (N/A if not checked):NO
Tank abandoned after pumping NO
Were repairs made to the Tank or Tank Components? (if YES explain in comments):NO
Compartment '1 Scum accumulation (lnches, if other specify):24
Compartment 1 Sludge accumulation (lnches, if other specify):36
Drainfield was vacuumed or hydro-jetted? (lf YES, explain in comments)NO
TANK: Septic Tank - 7 Compartment
ReportlD: 414437 View pump reports online at www.onlinerme.com
-.,r rronlltrltrNT AL PUBLIC HEALTH
Page 1 of '1
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U
5
=oa
d
$o
e!!
Ev)
t-qoa-
s!s
t{
!
EE
s
\oa
s!s
s 86d32',21" E s 88dJ2',2.'' E
I to.57 222.78 SEE LEGEND ON SHEET I
APPROXIMATE
PROPERTY LINES
lOO%+ RESERVE
DRAINFIELD AREA
(2,100 SOUARE FEET)
I
EXISTING SHED
Gco$
FOUND SOIL HOLES
USED FOR RESERW
AREA DESIGNATION BY
JERRY JACOBS IN 1998
(PER COUNTY
RECORDS).
I
bg3tl
ul
I
t€6
$o I \
c[d \\'t
o 60 \oo-\b#\too'
SCALE IN f$f 1O 2 EXISTING DRAINFIELD
(INSTALLED UNDER
sEP87-OOO97)
EXISTING CURTAIN
DRAIN. SEE SITE
PUN DETAIL.
rBM2I-t ,)
EXISTING l,OOO GALLON
PUMP CHAMBER. SEE
SITE PUN DETAIL.
108't
EXISTING I,OOO SEPTIC
TANK. SEE SITE PUN
DETAIL.
I
I TBM I
EXISTING
CHICKEN
COOP
I
EXISTNGaflfr
APPROXIMATE WESTERLY
EDGE OF EXISNNG
NON_FISH STREAM
Wc,[\
EXISTING ItJ
\sat
=
SHED
ls
t:
(\
-\t'
baqior)
fl
EXISTING
WELL
EXISTING GRAVEL
PARKING t tt
EXETING J BEDROOM I
I
I
'fr\v)
RESTDENCE (4900
RD.). TO BE REPUCED,
\
56
EXISTING GRAVEL
DRIVEWAY
APPROXIMATE
PROPERTY LINES
o \\+\\\\
)o
NOfE:
IHIS IS A PUNNING DOCUMENT ONLY
NOT FOR CONSTRUCNON UNTIL
SEPNC PERMIT IS APPROWD
BY THE HENTH DEPARruENT
SEPT\C SYSTEM, PARCEL #70105 1016
SITE PUNFOR: JEREMY PEASE 5(27-tw)
(U CREATIVE DESIGN SOLUTIONS
Sepfic Sysfen Designs, Pernits, E lnspections
P.O. BOX 2787,PORT ANGELES, WASHINGTON 98362
(800) 395-7296, (360) 457-6353, EMArL: M|KE@CDS4Y0U.CoMcDs
REVISION DATE
DRAWN BY: MICHAEL S. DEENEY
SHEET 2 OF 6 DATE: 6/t/to
I
s\to.
e
\\\
\
TANK DEPTH NOTE e
TOPS OF TANKS SHALL NOT BE NSTALLED ANY DEEPER
THAN 3 FEET BELOW FINISHED GRADE. FOR O&M
PURPOSES IT WOULD BE BEST TO INSTALL THE TOPS
OF TANKS NO DEEPER THAN 12 INCHES BELOW GRADE.
INSTALL 4" GSTP. .SEE
SITE PUN, SHEET 2.
PROPOSED WATER SERVICE LINE.
INSTALL 10' MINIMUM FROM ALL
SEPTIC SYSTEM COMPONENTS.
61,T OF EXISTING CURTAIN
DRAIN.
DRAINFIEU) IATERAI-S./7
o
7AEXISTING GARAGE
,p ,
EXISTING GRAVEL
PARKING
I
(l0
VALVE BOX INSTALLED
ovER ELBOW 4/21/16
APPROXIMATE LOCATION OF EXISTING
CURTAIN DRAIN TIGHTLINE. LOCA1ION
PER OWNER.
v'l ,/,/ APPROXTMATE LOCAflON OF EXIST|NG 1,000 GALLON
t ,/ M?-)1MqARTMENT sEptc TANK (pER JEFFERS)N couNTy
/ z ntconos). THts rANK wtLL NEED To BE LEAK TESTED. tF THE
I / TANK PASSES THE LEAK TEST, THEN UPGRADE THE TANK To MEET
\Ut rHE REeutREMENrs spECtFtED oN THE ATTA)HED sEprtc rANK
ZA DETAIL (EXCEPT IT IS )KAY To REMAIN A TW7_)1MPARTMENT TANK).
,/ IF THE TANK DOES NOT PASS THE LEAK TEST THEN ABANDON IN/ SAME MANNER AS SPECIFIED FoR EXISTING PIJMP )HAMBER AND
INSTALL A NEW I,OOO GALLON ONE-COMPARTMENT SEPTIC TANK AS
sHowN tN ATTACHED DETA\L (NOTE: AN OUTLET FTLTER AS
REQUIRED BY ORENCO SYSTEMS, INC. FOR THE ADVANTEX UNIT MUST
BE INSTALLED).
<'
EXISTING 3 BEDROOM RESIDENCE
(4soo DABIB RD.) ro ar areucro.f,{
a Br+:rt - 35't
IIGEND
SEE LEGEND ON SHEET I
EXISTING
WELL
EXISTING GRAVEL
PARKING
Moy 28, 2O16 7:24:35 o.m.
Drowing: PASE TOlOSlOl 6.DWG.DWC
CREATIVE DESIGN SOLUTIONS, INC. 20I6
NOfE
THIS IS A Plr',NNINO DOCUTIENT ONLY
NOT FOR CONS|RUCNON UTML
SEPTIC PERMff IS APPROWD
BY IHE HFALTH DEPARIIIENT
EXISTINGXL
SEPT\C SYSI_EA,. PARCEL #70 7 051 0 t 6
SITE PUN DETAILFOR: JEREMY PEASE 5(27-tw)
(u CREATIVE DESIGN SOLUTIONS
Septic Systen Designs, Permits, E lnspections
P.O. BOX 2787,PORT ANGELES, WASHINGTON S8362
(800) 395-7296, (360) 457-0353, EMArL: M|KE@CDS4you.CoMcDs
REVISION DATE
DRATYN BY: MICHAEL S. DEENEY
SHEET 3 OF 6 DATE: 6r/1/t 6
SEPTIC RISER NOTE
24, DIAIIETER RISERS ARE REQUIRED OWR THE INET AND
OUTLET. SilALLER DIAIIETER RISERS SHALL NOT BE ALLOWED.
FINISHED
GRADE TO DRAIN
WAY
8" NP.,
CONVENTIONAL MONOLITHIC POUR SEPTIC TANK. INSTALL PER MANUFACTURERS
RECOMMENDATTONS (SEE SITE PUN OR SITE PUN DETNL FOR S\ZE).
NO SCALE
(t,/,1
INSTALL FILTER HANDLE TO
WITHIN 3,, OF RISER LID.
FINISHED GRADE.
t!'
FOR TRENCHES CROSSING EXISTING
GMVEL ROADS:
2,, CRUSHED SURFACING TOP COURSE
PER WSDOT//APWA 9 -0J.9(J).
6" GRAVEL BASE PER WSDOT/APWA
9-03.1 0.
LINEGUARD |YPE II OR EQUIVALENT
TRACER TAPE MARKED ''SEWER" PER
wsDor/APWA SECTTON 7- t 1.3(1 0).
INSUUTED CONTINUOUS IO CAUCE
COPPER TONING WIRE. FOR SPLICES,
WRE CONNECTORS.
UP INTO VAL
rANK FROM RISER
ETC.
EXPIRES
IN EXISTING PAVED AREAS PUCE 2,, OF ASPHALT
OVER TOP COURSE AND GRAVEL BASE
2" CROWN IN AREAS OF 852 COMPACTION
24" MAX.
NATIVE EACKFILL, COMPACT TO
952 UNDER ROADWAYS AND
DRIVINC AREAS AND 852 IN ALL
OTHER AREAS.
PROVIOE 5CH. 40 PVC ENCASEMENT
UNOER ROADWAYS AND DRIVING
AREAS. IF NATIVE BACKFILL IS LESS
THAN 2 FEET BELOW ROADWAYS AND
DRIVING AREAS. THEN ENCASE PIPE
IN DUCTILE IRON PIPE.
FOR ALL ROAD CROSSING AND DRIVING
ARAS USE PIPE EEDDING PER
VSDO./APWA 9-03.16. CONSTRUCT
TRENCH AND INSTALL PIPE PER WSOOT/
APWA 7-17.3. FOR AR5r'.S OTHER
THAN ROAD CROSS/N65 OR ORIWNG
AREAS U9E 3/8, MINUS EEODING
MATERIAL OR NATIVE MATERAL FREE OF
ROCK URGER \HAN 1/2".
,)
,2ry
+{
ilt
il
il
il
il
ilt
too
6ao
PVC PIPE (IN LOATPNS REQUIRING MO OR MORE
PIPES IN THE SAME TRENCH, THERE SHALL BE I"
MINIMIJM HORIZONTAL CLEARANCE EETWEEN PIPES).6'' MINIMIJM OF PEA GRAVEL
XREF: ST-ATU.DWG, TRCHSFR2.DWG
June 01, 2Ol6 l2:20:Jl p.m.
Drowing: D|LSTMS|. DWG. DWG
@caurtvt DESTGN soLUTtoNS 2ot6
VC PIPE TRENCH DETAIL\")NO SCALE
TIiIS DETHL APPLIES TO ALL ERAVITY N,ID PRESSURE EFftUENT AND SEWACE IRAI,ISPOR| PIPES AS WEU
AS THE ,ECTION OF MANIFOLD BETIIEEN UTERAL TRENCHES (NO TONING IYIRE EMYEEN UIERALS).
D(CEPT FOR RUD CROSSINCS, TMCER TAPE AND TONINC WRE IS OPTIOML FOR |HE OWNER.
.a
z'
(oil
!'r,
ORENCO 24'' DIAMETER RIBBED PVC
RISER WITH NEOPRENE GASKETED
FIBERGUSS LID WITH BOLT DOWN
MANUFACTURER'S RECOMMENDATIONS
AND SEAL WITH BENTONITE.
1" MtN. (rYP.)
CAST INTO TANK LID OR
A|TACH TO TANK PER
!{
E=
=E>a
E=
**q
F6,=i{.{o
2'' TO 3'' DROP FROM INLET TO OUTLET
J
stJ
!
a5o{
t(OJ
NSoq$!
oQH\
N3h
ORENCO SYSTEMS, INC.
BIOTUBE EFFLUENT FILTER
MODEL FRSO444-36V or
MODEL FTWO444-36V or
MODEL FTO822_148. USE
MODEL RECOMMENDED BY
ORENCO SYSTEMS, INC. FOR
THIS APPLICATION.
SEPTIC TANK & PVC TRENCH DETAILS
FOR: JEREMY PEASE 5(27-tw)
(u CREATIVE DESIGN SOLUTIONS
Septic Syslem Designs, Pernlts, t lnspections
P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362
(800) 395-7296, (300) 457-6353, EMAIL: MIKE€CDS4Y0U.C0McDs
REVISION DATE
DRAWN BY: MICHAEL S. DEENE|
SHEET 4 OF 6 DATE: 6//1//16
I
SEPTIC TANK DETAIL
A
:"1'.4 'f
a :a.l .
N(20RTUV Treatment System - UV with Pum p Discharge (WA, Salcor UV)
ar /"0 DRIP RErURN
LINE (IF APPLICABLE)
SALCOR IJV LINIT (SUPPLIED
OTHERS)
FROM SEPTIC VENT TO PROTECTED
AREA A5 NEEDED.t
BOX
Use Vericomm Control Panel
NOTE: fHlS CON|ROL PANEL WILL REQUIRE AN ACTIVE
PHONE LINE CONNECflON,
-)FINAL DISCHARGE
\(o
RECIRC. PUMP
THE CONTROL PANEL SHALL BE PUCED OUTSIDE ON AN
EXTERIOR WALL OF THE RESIDENCE OR ON A PRESSURE
TREATED 4x4 POST (M\NIMUM) WTHIN L1NE OF STCHT OF
THE PUMP CHAMBER. SINCE THERE CAI'I BE A CERTAIN
LLYEL OF NO,SE ASSrcAIM WfH 7I1E OPERA|ION OF
THE CONTML PAT,IEL |HE COMRAC1OR SI1AU DISCUSS
THE LMnoN oF ruE PAAIE- VITH THE ovNR (m IfrT
RECOilUEND PtACtNc ATIACENT fO BErm$).
T
BOX
/l a
fi
102"
No Scale
OPTIONAL 1" THICK
INSUUTION FOR COLD
WFATHER APPLICATIONS
EXTEND
AREA
c
p
ot
E
'+o
-oo
r(
'a
r9IF
I ''O DRIP RETURN LINE
APPLICABLE
I
FROM SEPTIC TANK SALCOR UV UNIT
t FINAL BY{oTHERS)
HIGH LEVEL AURM
REDUNDANT
N LEVEL AURM
NOTE: ALTHOUGH THIS ADVANTEX
UMT 8 CAPABLE OF TREA|NG THE
EXPECTED FLOWS OUTLINED ABOVE,
THIS PARTICUUR OVERALL
DRAINFIELD SEP|IC SYSTEM B ONLY
APPROVED FOR 360 GPD DESIGN
FLOWS AND A MAXIMUM OF 240
GPD IN ACTUAL FLOWS.
(o RECIRC.
ra)\VAULT N
!.r
6a
=o<!ss
(o
99\\
RE(- I R( -. 1' RA N S I'-E R 1,1 N E
ORENCO RECIRC.
PUMP SYSTEM
DISCHARGE SYSTEM
0.2 l' (tvP)WALL PF5OO51 1 PUMP
Moy 28, 2016 9:00:25 o.m.
Drowing: DfL ADVANfEX.DWG.DWC
@cnrartvr DESTGN soLUTtoNS 2ot6
AX20 800 Gal. Recirc. Tank Side View Discharge Chamber End View
No Scale No Scale
Design Notes
Expected Flows
. Qn* :500 gpd
Up To 4 Bedrooms
Expected Infl uent Quality
Grease & Oil: 20 mglL
BOD: 150 mg/L
TSS: 40 mgI-
TKN: 65 mglL
Typical Effluent Quality
BOD: < l0 mg/L
TSS: < l0mg/L
TN: < 25 mg/L HIGH LEVEL
OVERRIDE
ON
OFF
s\-\F)
RI,:CIR(:.
RETURN
VALVIi
RECIRC.
FILTRATE
RECIRC.
BLEND
2RENCO SYSTEM, lNC. ADVANTEX AX20flBERctl.ll T_ANK_ ulrH CONCRETE TANK OpTtON)FOR: JEREMY PEASE 5(27-tw)
CREATIVE DESIGN SOLUTIONS
cDs
REVISION DATE
DRAefapttic frffilaEL S. DEENEY
SHEET 5 OF 6 DATE: 6/1/16
AX20 800 Gal. Recirc. Tank Top View
b
Sepfic Systen Designs, Pernits, t lnspections
P.O. BOX 2787,POET ANGELES, WASHINGTON 98302
(800) 395-7296, (360) 457-6353, EMArL: M|KEoCDS4yoU.C0M
Gro- gt*,GENERAL CONSTRUCTION NOTES
SETBACKS FDR ALL STSTEAI CDMPDNENTS SHALL MEET CURRENT UASHINGTDN
STATE UAC REGULATIDNS FDR ON_SITE SEUAGE STSTE^/' ALDNG
'IITH
ALL
APPLICABLE VASHIN6|DN STATE 6UIDELTNES, AND CURRENT LDCAL HEALTH
DEPARTMENT / DIVISIDN REGULATIDNS AND VRITTEN PDLICIES, DR AS SHDUNIN THESE PLANS, VHICHEVER IS I'IDRE RESTRICTIVE,
THE CDNTRACTDR SHALL ENSURE COMPATIBILITY BETUEEN RESPECTIVE
SUPPLIERS PRODUCTS (TANKS/RISER, ETC, ),
USE DF 'EOUIVALENT' PRDDUCTS MUST BE APPRDVED BY THE DESI5NER.
ALL CDNCRETE TANKS SHALL BE MADE UATERTIGHT,
A CAST IN-PLACE RUBBER GRDMMET UILL BE USED
'IHENEVER
A PVC PIPE
PA.SSIS THRDUGH| A CONCRETE
'/ALL,
USE PEA GRAVEL BEDDIN5 BELD'I ALL TANKS, SAND FILL MAY ALSO BE USED TD
BED TANKS. SAND FILL SHALL BE UELL GRADED, PASS |OOZ THROUGH THE 1/4
INCH SIEVE, AN, PASS LE.!.S rHAlV 102 THROUGH THE 2OO SIEyE. THE SANDFILL SHALL BE CDMPACTED IN 6-INCH MAXIMUM LIFTS TD 952 MINIMUM
RELATIVE DENSITY PER ASTM 01557, ALL TANKS SHALL HAVE SAND FILL
PLACED IN THE SAME MANNER,
BACKFILL ARDUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM LIFTS
AND COMPACTED TD 852 REUTIVE DENSITY PER ASTM D698,
DRAINROCK SHDULD BE DURABLE AND RESISTANT TD SLAKIN6 AND DISSOLUTION
AND MUST BE VASHED AT LEAST DNCE TD REMDVE ALL FINES THAT COULD CLOG
THE INFTLTRATIVE SURFACE, IT SHALL BE FREE FRDM DRGANIC MATTER, SDIL,
AND ANY MATERIALS USED FDR THE MAKING DF CONCRETE, DRAINRDCK SHALL
BE 3,/4 TD 2-1,/2 INCHES IN DIAMETER,
'/ITH
ND LESS THAN IOOZ PASSIN6 A2-1/2 INCH SIEVE AND ND MI)RE THAN 52 PASSING A 1/2 INCH SIEVE BY
UE I GHT,
THE SAND IN INTERMITTEN| SAND FILTERS, OPEN BOTTOMED SAND FILTERS,
MDUNDS, AND SAND-LINED DRAINFIELD TRENCHES MUS| MEET DNE DF THE
FT]LLD'IING GRADATIDN SPECIFICATIONS FDR EITHER ASTM C33 SAND MEDIA FDR
FINE AGGREGATE DR 'CDARSE SAND MEDIA' HTS MEDIA CAN BE CDI4PRISED
DF EITHER MINERAL SAND AR EOUIVALENTLY SIZED CRUSHED 6LASS,
SIEVE
I
6.
2.
J,
4.CDNCRETE TANKS
PARTICLE S I ZE DI STR I BUT IDNS
ADDI T I DNAL SAND MED IA SPEC IFICATIDNS
ASTM C33 SAND MEDIA CDARSE SAND MEDIA
PARTICLE
SIZE
9.5O nn
4, 75 nn
2,35 nn
1. 18 nn
O,60 nn
O.3O nn
O. 15 nn
O. O75 nn
3/8',
ND, 4
ND, 8
ND, I5
ND, 30
ND. 50
ND, IOO
ND. 200
80 to 1O0
5O to 85
25 to 6O5to3O
O to 1O (PreFer (4)
O to 3 (Prefer O)
80 to 10O
45 to 85
15 to 6O3 to 150to4
Moy 24, 2O16 5:03:2J o.m.
Drowing: D\LCNMST.DWG. DWG
@caznnvt DESTGN soLUnoNS 2ot6
5, DRAINRDCK SPECIFICATIDN
PERCENT PASSIruG
ASTI4 C33 CDARSE SAND
SAND MEDIA MEDIA
X ND MDRE THAN 452 RE|AINED
BETVEEN T'/D CDNSECUTIVE SIEVES,x FININISS MODULES FRDM 2,3 to 3, IX ND MDRE THAN 3Z DF THE MATERIAL
.SHALL PA.SS THE ND, 2OO SIEVE,
X FIL|ER MEDIA MUST I,/ASHED.
X EFFECTIVE PARTICLE
SIZE (DlO ) O.3nn
X UNIFORMI TY CDEFFIC IENT(D60 / 010 < 4,0
100
95 to 1OO
100
95 to lOO
7, PIPE SPECIFICATIDNS
.SEE PLAIVS AND CDNSTRUCTIDN DATA FDR |YPE DF PIPE REOUIRED FDR VARIDUS
SYSIIM CDHPDNENTS, THEN REFER TD FDLLDVINGI
* CLASS 2OO PETP, GASKETED JDINTS
2 INCH AND LARGER CLASS zOO PVC PETP SHALL BE EAUAL TD PVC PIPE
MANUFACTURED BY PACIFIC UESTERN PIPE IN CDNFDRMANCE
'IITH
ASTM
D2241 SDR EJ 6L4SS 2OO PDLYV]NYL CHLDRIDE PIPE (PVC), ALL PVC
PIPE JDINTS SHALL HAVE INTEGRAL BELL UITH FLEXIBLE GASKETED
JDINTS IN CDNFDRMANCE UITH ASTM D3139 AND F477. ALL PVC PIPE
JDTNTS AND FITTIN6S SHALL CDNFDRM
'/ITH
ASTM D2466 AND D2564,
GASKETED JDINT PIPE IS NDT ALLDUED IN PUMP DR SIPHDN CHAMBERS,
X CLASS 2OO PETP, GLUED JDINTS
1,5 INCH AND SMALLER CLASS 2OO PVC PETP SHALL BE EAUAL fD PVC
PIPE MANUFACTURED BY PACIFIC
'IESTERN
PIPE IN CONFDRMANCE
'IITHASTM D2?41 SDR 21 CLASS 2OO PDLYVINYL CHLDRIDE PIPE (PVC), ALL
PVC PIPE JDINTS AND FITTINGS SHALL CDNFORH UITH ASTM D?466 AND
02564,
X SCH 40 PETP, GLUED JDINTS
SCHEDULE 40 PVC PIPE SHALL BE EOUAL TD PVC PIPE MANUFACTURED BY
PACIFIC
'IESTERN
PIPE IN CDNFDRMANCE UITH ASTM Dl785_06 SCHEDULE
40 PDLYVINYL CHLT]RIDE PIPE (PVO, ALL PVC PIPE JOINTS AND
FITTINGS SHALL CDNFDRI4
'/ITH
ASTM D8466 AND D8564,
X 6.STP - GRAVITY SELIAGE TRANSPDRT PIPE
GSTP SHALL BE EOUAL TD PVC PIPE MANUFACTURED BY PACIFIC VESTERN
PIPE IN CONFORMANCE
'IITH
ASTI'I D3D34 PDLYVINYL CHLI]RTDE PIPE (PVC)
ALL PVC PIPE JDINTS SHALL HAVE INTEGRAL BELL VITH FLEXIBLE
GASKE|ED JDINTS IN CDNFDRMANCE UITH ASTM D3212 AND F477, PVC
FITTINGS SHALL CDNFDRM TO ASTM D2466 AND D2564,
ELEVATIDNS OF LATERAL PIPING, INFILTRATIVE SURFACES (TRENCH / BED
BDTTDMS, ETC,), AND TOP DF RIM ELEVATIDN FDR GLENDDN BIDFILTER BA.SI,VS
SHALL NDT VARY BY MORE THAN 1/2 INCH ALON6 EACH RESPECTIVE PIPE,
SURFACE, OR RIM,
ALL CDNSTRUCTIDN MATERIALS SHALL BE STORED AND INSTALLED IN A CLEAN
MANNER (PIPING, REBAP, ETC, SHALL BE SUPPDRTED ABDVE GRDUND PRIDR TD
INSTALLATIOM, ALL LATERAL ORIFICES SHALL BE DRILLED AND CLEANED DF
ALL BURRS, ALL SYSTEM COMPONENTS AND PIPING SHALL BE THDRDUGHLY
FLUSHED AND CLEANED PRIDR TD PRESSURE TESTIN6, UTVLES.S Ir IS BEING
I,IDRKED ON AT THAT MOMENT, ALL PIPE OPENINGS SHALL BE CDVERED
SUFFICIENTLY (TD DESI6NER'S SATISFACTIOM TO PREVENT THE ENTRANCE DF
UNDESIRABLE MATERIALS (SA/LS, CDNSTRUCTION DEBRIS, ETC, ), NA DRGANIC
MATERIAL
'/ILL BE ALLD'IED IN ANY I]F fHE FILL MATERIAL, C33 SAND, PEA
GRAVEL, OR DRAINRDCK SPECIFIED DN THESE PLANS OR IN THESE NDTES,
10, THE CONTRACTDR SHALL BE RESPDNSIBLE FDR INSTALLATIDN DF THE CDMPLETE
STSTE,V ( INCLUDING T,IECHANICAL AND ELECTRICAL ITEMS) AND ENSURING ALL
ELECTRICAL COMPONENTS MEET ALL CURRENT STATE AND LDCAL REGULATIDNS,
11, THE CDNTRACTOR SHALL DDCUMENT ANY AND ALL CHANGES IN DR DEVIATIDNS
FROM THESE PLANS AND SPECIFICATTDNS VITH APPRDVAL DATE AND AUTHORITY
FDR SAID CHANGES HIS INFDRMATION SHALL BE FURNISHED TD THE
DESIGNER IN CLEAR LEGIBLE NDTES DR ON COPIES OF THESE PLANS AND/DR
CHANGE DRDERS PRIDR TD APPRDVAL FDR FINAL PAYMENT, THf CDNTRACTDR
SHALL ALST], AT THE CDMPLETIDN DF CDNSTRUCTIDN, SWPLY TD THE DVNER ALL
MANUFACTURER'S DATA DN SYSTEM COI4PDNENTS,
12, CDNSTRUCTIDN EOUIPMENT AND STDCKPILIN6
DRAINFIELD - THE CDNTRACTDR SHALL KEEP ALL UNAPPRDVED
EAUIPMENT AND STOCK PILING DF CDNSTRUCTION MATERIALS DFF
DRAINFIELD AND DRAINFIELD RESERVE AREAS AND 3D FEET
AREAS, U,VLISS fHE DESIGNER DETERMINES THAT THE AREA IS TDO
CDNSTRUCTTON, A BACKHDE I'/ILL BE ALLD'IED IN THE INITIAL DRAI
CDNSTRUCTIDN AREA (NT]T IN RESERVE AREA DR DDVNSLDPE) AND TRACK
VEHICLES UILL BE ALLD'/ED IN ALL AREAS,
MDUND SYSTEM - SEE MDUND DETAIL SHEET NDTES,
13, CDNSTRUCTIDN INSPECTION
THE CDNTRACTDR SHALL NDTIFY THE DESIGNER AND CDUNTY HEALTH DEPARTHENT A
MINIMUM DF 1 VEEK PRIDR TI] THE INTENDED DATE FOR COMMENCEMENT OF
CDNSTRUC|IDN AND 48 HDURS MINIMUM PRIDR TD THE FDLLDYING STAGES DF
CDNSTRUCTION (MARKED UITH AN'X')I
PRE_CDNSTRUCTIDN MEETING DN-SITE UITH DESI6NER AND INSTALLER,
2
Q,,N
D
/_ LAYOUT/STAKING DF THE DRAINFIELD LATERALS,
PLT]b/ING DF THE MOUND DR sLENDDN BIDFILTER SITE (THE DESIGNER SHALL
BE PRESENT DURING THE ENTIRE PLD||ING PROCEDURD,
EXCAVATIDN DF BED OR GLENDDN BIT]FILTER BASIN (JUST BEFDRE PLACING
PVC LINEP,
X EXCAVATIDN DF DRAINFIELD TRENCHES DR BED,
EXCAVATIDN FDR ALL TANKS,
PLACEMENT AND CDMPACTIDN DF ALL FILLS,
8.
9.
PLACEMENT DF ALL TANKS,
LEAK TESTING DF SAND FILTER PVC LINER,
X PRE.SSURI TESTIN6, THE SYSTEI,I SHALL BE COIIPLETE AT THIS STA6E OF
INSPECTIT]N EXCEPT DD MlT WPLACE
BACKFILL OVER THE *ENE,#HED* SEPTIC TANK,AUIIHI*IIaERT AND
ANY PROPRIETARY DEVICES CU, V, LI6HTS CAN DE DACKFILLED, EXCEPT FDRSAIDWBACKFILL, ALL SYSTEM CDMPDNENTS SHALL
BE TN-PLACE AND FUNCTIDNAL AT THIS TIME ( INCLUDING L&I INSPECTIDN
AND APPRAVAL OF ELECTRTCAL), PRIT|R TTl THE PRES.SURI TEST THE
CDNTRACTDR SHALL PRESSURE TEST AND ADJUST THE SYSTEM TD
SPECIFICATIDNS, THE CDNTRACTDR SHALL PRDVIDE SUFFICIENT CLEAN VATERIN THE APPRDPRIATE TANK(9 FDR PRESSURE TESTIN6 OF THE STSTEM
-T- FINAL INSPECTION DF CDMPLETED .'TSTM
Ct \M|A\WV\CffiTES\GENERAL CtNSfR. MIIES . fxf
o
I
EXPTRES OAtlAnO
REVISION DATE
DRAWN BY: MICI1AEL S. DEENEY
SHEET 6 OF 6 oATE: 6,/t/to
SEPTIC SYSTEM GENERAL CONSTRUCTION NOTES
5(27-tw)FOR: JEREMY PEASE
(u CREATIVE DESIGN SOLUTIONS
Septic Systen Designs, Permits, E lnspections
P.O. BOX 2787,POAT ANGELES, WASHINGTON S8362
(800) 395-7296, (360) 457-6353, EMArL: MrKE@CDS4y0U.CoMcDs
&i
FbLoonDn Rd-
&rp&7
619M
rcr610ra
,0132re,mrmr
si3ffi1
,or61G
,0rMlt
T SITE
rc16tG
PROJEC
49OO DABOB RD.
,ot6toll
,0161&2
Di6rorT rcr6ro16
mrMro Dr6r@'
,0rsr0r2
biM
70tm70!6roro
mrffi rorffiil -,*,
DIRECTIONS TO STTE NOTES
49OO DABOB RD., QUILCENE IF A CONTROL PANEL WITH CONTACTOR REUYS IS USED.
THE PANEL SHALL NOT BE MOUNTED ON THE SIDE OF
THE RESIDENCE. THIS IS TO AVOID THE SOUND OF THE
PROPEHTY DESCHP"NON CONTACT REUYS PASSING ON INTO THE RESIDENCE.
PARCEL NUMBER 701051016 AS RECORDED IN
VOLUME 76 OF SURVEYS, PAGE 96, RECORDS OF
JEFFERSON COUN|Y, WASHINGTON, AND LOCATED IN
SECTION 5, TOWNSHIP 27 NORTH, RANGE 1 WEST,
W.M,, JEFFERSON COUNTY, WASHINGTON.
ANY CONTOUR LINES AND ELEUATIONS SHOWN ARE
BASED UPON AN ASSUMED DATUM.
PROVIDE TRAFFIC BARRIERS AROUND THE INITIAL AND
RESERVE DRAINFIELD AREAS AND ALL TANKS
SATISFACTORY TO THE HEALTH DEPARTMENT.
BUILDING FOOTPRINTS/ENVELOPES SHOWN ARE FOR
PUNNING PURPOSES ONLY, APPROVAL OF THE SEPTIC
PERMIT APPLICATION IS NOT CONSIDERED APPROVAL OF
SPECIFIC BUILDING LOCATIONS AND IS NOT CONSIDERED
APPROVAL OF ANY BUILDING PERMITS.
CALL DESIGNER PRIOR TO NSTALUTION TO DETERMINE
NEED FOR FIELD STAKING (ONE WEEK MINIMUM NOTEE).
o 1 EXISTING BACKHOE SOIL HOLE OBSERVED BY CDS ON4/21/16. H)LE LocATtoNS ARE AppRoxtMATE oNLy
AND ARE NOT BASED ON AN ACTUAL SURVEY.
INSTALL SCHEDULE 40 PVC PRESSURE EFFLUENT
|RANSPORT PIPE. SEE GENERAL CONSTRUCTION NOTES
FOR FURTHER SPECIFICATIONS.
scH. 40
PETP
4" GSTP PROPOSED 4,'ASTM D3034 PVC GRAWTY SEWAGE
TRANSPORT PIPE AT 1% MINIMUM SLOPE WITH 45'
MAXIMUM ELBOWS. SEE "GSTP" IN GENERAL
CONSTRUCTION NOTES.
4" GSTP
(s.r./P.c.)
SEE "4" GSTP,, EXCEPT 90' ELBOWS ARE ALLOWED AND
INSTALL WITH NO MORE THAN I,' FALL BETWEEN S.T, &
P.C. (CRUCIil TO IAII,ITNN SURCE rcN
TURNING BENCH MARKS (MAPPING CONTROL POINTS), 6,'
GALVANIZED SPIKE. THESE POINIS MUST BE
PROTECTED FOR RECORD DRAWING MAPPING
(AND FIELD srAKlNc lF REauREDt.co
oEo-
VICINITY MAP
NOTE
/l /l b
PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT, THE
RECORD OF SURVEY RECORDED IN VOLUME 16 OF SURVEYS, PAGE 96, RECORDS OF
JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY AERIAL, LIDAR, AND
ASSESsORs MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES
ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF PHYSICAL
FEATURES IS BASED ON LOCATION WTH A TOPCON 8205A 5'' ROBOTD TOTAL
STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND MEASURING
WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY. MAPPING AND
TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY,
It
Moy 26, 2016 7:24:35 o.m.
Drowing: PEASE 7Ol 051 0 t 6.DWG.DWG
@ cnrnnve DESTGN soLUTtoNS, tNC. 2016
UNIOI.,E ]TEMS TO NOTE
1. NOTE PRESERVING TBM'9.2. NOTE RELOCATE EXISTING CURTAIN DRAIN TO
10' FROM EXETNG DRAINFIELD UTERALS.
CAIJ BEFOFE YOI.| DIG
CALL 2 WOH(DAIts 1{
ADYAIrcE EFOE YOT,
DIG
CALL, 1-W424-5555
NOfE:
THIS IS A PIATINING D@ULIENT ONLY
NOT FOR CONS|RUCNON UNTIL
SEPNC PERMIT IS APPROVED
BY THE HEilTH DEPARruENT
SEPT\C SYSLEM, PARCEL f701051016VICINITY MAPFOR: JEREMY PEASE 5(27-tw)
@ CREATIVE DESIGN SOLUTIONS
Septic Systen Deslgns, Pernlts, E, lnspections
P.O. BOX 2787,PORI ANGELES, WASHINGTON 98362
(800) 395-7296, (360)457-0353, ElrArL: MTKEeCDS4YoU.CoMcDs
REVISION DATE
DRAWN BY: MICHAEL S. DEENEY
SHEET I OF 6 DATE: 6r/1//16
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