HomeMy WebLinkAboutSEP2012-00093 i 1
Jefferson County Department of Community Development el _, i
621 Sheridan St,Port Townsend WA 98368,(360)379-4450 �iA. �,�WA. �A ��..
SEPTIC PERMIT APPLICATION 4:ff,'. lit!
PROPERTY OWNER Zak i4 Ater e k t. l tver x o uXge•�' ' >:: :
<fi
JEFFERSON COUNTY PUBLIC HEALTH
t'' '" , 615 Sheridan Street*Port Townsend•Washington *98368
www.jeffersoncountypublichealth.org
one •1- -•. .; ax •1- ,_. .
ON-SITE SEWAGE DISPOSAL PERMIT
PERMIT#: SEP12-00093 Date Received: 08/10/12
SITE ADDRESS: Date Issued: 09/26/12
Date Expires: 09/26/15
APPLICANT: APRIL SURGENT/ZAK HINDERYCKX PHONE: 206-948-6855
4214 S. FINDLAY
SEATTLE WA 98118
LEGAL DESCRIPTION: S24 T30 R2W TAX 12 W/1/17TH INT IN COMM AREA W/1/17TH INT IN OG#3 BLK A LOT 16
PARCEL#: 002242018 Section: 24 Township: 30N Range: 02 W
DESIGNER: BERNT ERICSEN PHONE: 360-301-0324
293 PINECREST DRIVE
PORT TOWNSEND WA 98368
SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31
No. of Gallons per Day: 240 Type of work: NEW
Drainfield Trench Septic Tank
Length: 40 feet Width: 14 feet Depth: 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.
Jefferson County Enviro mental Health Specialist
This permit with conditions must be onsite during , I phases of construction
HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION.
SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES
CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00093
1.) A 30' setback shall be maintained from the disposal component and reserve area to roadside
drainage ditch.
2.) 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 AGREEMENT IS REQUIRED
PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT
3.) 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.
4.) Health Dept. required to observe pressure test with system designer when system fully
installed/complete, 48 hours notice to be provided for scheduling.
5.) 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.
6.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health
ONE WORKING DAY prior to start.
7.) H -An asbuilt drawing and certification of completion by the designer is required prior to final
approval.
8.) 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.
9.) Dry season installation required.
10.) Contact designer prior to installation for staking of drainfield area.
11.) 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.
12.) 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.
13.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area.
14.) 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.
15.) 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.
16.) The site plan dated 9-06-2011 submitted for the septic application was reviewed by the The site
plan received on 8-7-12 was reviewed by the Department of Community Development on 8-31-12
and it was determined no geotechnical report was required. Any future permits on this site are
subject to review for consistency with applicable codes and ordinances. A geotechnical report may
be required for any future permits.
SEP12-00093 Page 2 of 3
\\tidemark\data\forms\F_SEP_Permitmod.rpt 9/26/2012
17.) The site plan received on 8-7-12 was reviewed by the Department of Community Development on
8-31-12 and it was determined the new septic system meets the requirements in Jefferson County
Code 18.22.270(1). The septic location is outside of non fish bearing stream buffer buffer
maximum requirement of 75 feet. Any future permits on this site are subject to review for
consistency with applicable codes and ordinances and does not preclude review and condition
which may be placed on future permits.
18.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion.
Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves
inland so that wells drilled on upland areas cannot obtain freshwater suitable for public
consumption without significant additional treatment and cost. Maintaining a stable balance in the
saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily
through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for
individual wells in Jefferson County. New development, redevelopment, and land use activities on
islands and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the
maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer.
19.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the
County GIS map. There are voluntary and mandatory measures identified in the Jefferson County
Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well
drilling proposals and building permit applications on existing lots of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but
no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
20.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other
approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering lawns and
gardens. Unless catchment water has been treated to meet drinking water standards, there shall
be no cross connections allowed between the potable supply and impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or
gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per
minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors
and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather is
intended to be illustrative of the types of water conservation measures.
21.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize DOH-approved
public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of potable
water or an individual well may be used as proof of potable water subject to the following
requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with building permit
application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of potable
water.
SEP12-00093 Page 3 of 3
\\tidemark\data\forms\F_SEP_Permitmod.rpt 9/26/2012
a
585655 PGS : 2 COV
08/18/2014 12:13 PM $73.00 APRIL SURGENT
Jefferson,,IICounty--WAA Auditor's Office,-!D'o`nna Eldridgge,` Auditor
When Recorded Return To: �t11��'i1t� iY�1Yl���ti� � P 1f1•� I�I RritTi����'r�,�
Name: Jefferson County Public Health
Address: 615 Sheridan
City: Port Townsend,WA 98368
Restrictive Covenant
Regarding Monitoring of On-site Septic System
THIS AGREEMENT is made this date August 14,2014 by and between APRIL SURGENT,his/her heirs and
assigns("GRANTOR(S)")and Jefferson County Public Health("GRANTEE")
WHEREAS, APRIL SURGENT & ZAK HINDERYCKX
is/are the owner/s of a certain tract of land particularly described as follows:
PARCEL NO. WHERE SEPTIC SYSTEM IS LOCATED: Parcel#:002242018
LEGAL DESCRIPTION(S): Section: 24 Township 30N Range 2W
S24 T30 R2W TAX 12 W/1/17TH INT IN COMM AREA W/1/17TH INT IN OG#3 BLK A LOT 16
ADDRESS OF RESIDENCE SERVED(if assigned): 363 POCKET LN
and,
WHEREAS,a sewage collection,treatment and disposal system,as described in case#SEP12-00093 has been installed
thereon,and
WHEREAS,the residence or facility at the above described property,including all parcels associated with said case,utilizes an
onsite sewage system which requires regular maintenance and monitoring for the life of the system. Monitoring is required to
be performed by a person authorized by the Public Health Department,and
WHEREAS,the Owner is required by Jefferson County Public Health Department,as per WAC 246-272A through Jefferson
County Code 8.15 to implement a program for periodic monitoring to assure the continuous and satisfactory operation and
maintenance of the sewage system,and
NOW THEREFORE,in consideration of the premises and the mutual promises and covenants hereafter set forth,the parties
hereto agree as follows:
1. Construction:The Owner has constructed and installed a sewage collection,treatment and disposal system
together with appurtenant facilities whose capacity and design are satisfactory to the Jefferson County Public
Health Department. The plans and specifications for this construction have been approved by the Jefferson
County Public Health Department prior to construction.
2. Owners responsibilities:
a. Maintain all components as accessible and unobstructed to the surface.Non-accessible or obstructed
components will not be serviced and may result in a violation of permit requirements.
b. Utilize the system consistent with producing residential waste strength effluent.
c. Operate and maintain the system in accordance with conditions of the permit and Jefferson County Code 8.15.
Page 1 of 2
3. Attachment If box checked this septic system contains a proprietary device that requires.:
Attachment#1 titicIlotice for Maintenance and Monitoring of a Proprietary Onsite Sewage System Device be '��
recorded with this document.
4. Schedule:The Owner shall have their sewage system inspected by a person authorized by Jefferson County
Public Health in accordance with the schedule set forth in Jefferson County Code as adopted and hereinafter
amended.For some proprietary products registered with the State Department of Health,the inspector must also be'
authorized by the device manufacturer.
5. Reminder:The Jefferson County Public Health Department shall provide a reminder of required monitoring.
The lack of receipt of said reminder does not relieve the property owner from compliance with the monitoring
schedule pursuant to Jefferson County Code.
6. Records:A report of each inspection conducted shall be submitted to the Jefferson County Public Health
Department within 30 days of completion of the inspection.Such records shall be open to the inspection of the
Owner.
7. Liability:The Grantor agrees to relieve Grantee,its agencies,divisions,officers,agents,and employees of
any liability,damages,judgments,claims or other expenses that might arise as a result of the inspections required
by this agreement.
8. Fees:A fee as set forth in the Jefferson County Fee schedule and adopted by the Board of County
Commissioners shall be paid upon submittal of each inspection report.
9. Terms:This agreement shall remain in full force and effect until the date of notification to the Owner by the
Jefferson County Public Health Department that the Owner's Sewer System has been intercepted and connected to
a general sewer system.
10. Amendments:This agreement shall not be modified except with the express written approval of the
Environmental Health Department of Jefferson County.
11. Penalties: Non-compliance with monitoring and inspection requirements is a violation of Jefferson County
Code and shall be subject to enforcement as described in said codes.The County shall have the right to enforce
and compel compliance with this covenant,including all remedies available at law and equity. The County shall
have the right in any such proceeding to recover its attorney fees and costs.
12. Venues:Venue for any action hereunder shall be in Jefferson County,Washington. If any term or provision
of this agreement is in whole or part held invalid or unenforceable by any court of competent jurisdiction,the
remainder of this agreement shall continue in full force and effect.
13. Life of Covenants and Binding Effect:All of the promises,covenants,terms and conditions of this
agreement shall bind the parties to this agreement and the successors and assigns of the respective parties hereto
AND are deemed to run with the land.
y � ,Owner 441 ,.l_A .. Owner
Acknowledgment: /
SUBSCRIBED AND SWORN to beforrme this /~clay of Notary Pub ic
Notary ry Si g'ature r ; ` -''
State of Washington
CANDICE R. COTTERILL
MY COMMISSION EXPIRES
Notary public in apd)for the Sate f( �'�„m 1�_,
_� �d June 24,2015
residing In /(J) �� '!- i( (( 4`Jlf
My commi'sion expires: )i, u f)j `�
page 2 of 2
\\tidemark\data\forms\F_SEP_monitoring_agree_20 8/14/2014
JEFFERSON COUNTY PUBLIC HEALTH,615 SHERIDAN, PORT TOWNSEND WA 98368
/
ASBUILT INSPECTION REPORT For RECORD DRAWING
Designer €R1CSEN DES ICam Permit# SEP la - 93
installer ER I C.SEN EX. (3-015Y K I LyAr't' Parcel# 2 2.4 . 6
Electrician FR ED E1.I GKSON Design Flow 02 4C. 61'
Property Owner ; a; 1 : . A. '"' . I . P g Y C k
Site Address 363 1fOCkE T LA t4£ Fe/RT TO\i 1'1 SE Pit, WA. g8348
Answer all questions or indicate NA
DATE
Tanks, Pumps and Controls INSP.
Tank (manufacturer, size, baffles) LOTTO N (of)3 GAL. CO1tCRETE is-l?-13
It
Pump chamber(manufacturer, size) '1
Screen(s)and/or Pump Shroud (type, location) Qt)TLE T B A F F LE SCREE N
IN SE"PTtC. TAN K , O1 c.0 B1oTUBt PV V 57- i&' (9 IN PT.
Were Tanks tested onsite for water tightness? E)/No I L-i 7-i 3
Panel Model AQUA \O RX (1P G S C-j - i - 17a1 If
Pump 1 — Man./Model i KENC 'PF I O0' Flow Rate l( opm "
Pump Location(i.e. garage, treatment unit, basement) 1 )11.1) TANK
Float/transducer settings inches Timer
from bottom of tank- On/off- .25 in. Functions: On CQ sec/min
Veto- 36 in. Off- i sec/min/hr
Alarm 3$ in. Veto On- ti sec/min
Storage Above High Water Alarm 2020 gal. Veto Off- << sec/min/hr
Dose Counter Reading 0 #gallons/dose It gal.
Elap. Time Meter Reading 9;31 min/6as Pump Throttled? / No
Dose Drawdown (in inches) 14/A in. G A-TE V ALA F' ON 'VIOL/Nibs
Pump 2— Man,/Model Flow Rate cpm
Pump Location(i.e. garage, treatment unit, basement)
Float/transducer settings Inches Timer
from bottom of tank- On/off- in_ Functions: On sec/min
Veto- in. Off- sec/min/hr
Alarm - in. Veto On- sec/min
Storage Above High Water Alarm gal_ Veto Off- sec/min/hr
Dose Counter Reading #gallons/dose gal.
Elap. Time Meter Reading min/ars Pump Throttled? Yes/No
Dose QfaVt�EioWn (in inches) in, it additional pumps-complete the info in this table
for each and attach.
Other Timer functions & settings (e.g. override on/off) Zi 32 - 1a41 VETt5 DOSES 41
ST/MT = . q
H:iWEBEONSJTE\AsbuiIt_Report Form.doc 04/28110page I of 2
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JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
621 SHERIDAN ST.,PORT TOWNSEND .WA 98368, (360) 379-4450 - . _. _
SOIL EVALUATION
PROPERTY OWNER 2 CLIC ti Alai i Lk$. / �d r 1 gu.r9 U'1+
SYSTEM DESIGNER ari%se,- 16x1 /
LEGAL DESCRIPTION: Section 24 Township 3pij Range.?1,.) Parcel # 00.214.2.0 12
Subdivision Name Division Block Lots)
Date Logged: (�-,Li-/.Z Logged BY: I een ErlcScei
Include soli textural characteristics and the depths at which ' leant changes occur. Be sure to include depth
where mottling or impermeable layers occur. \,\v,
SOIL LOG #1 SOIL LOG #2
b to1_in.` r. L.S . R rt 0 to g in. `iir, L.S.
16 to ZD in. L.S. 4.0 W to __//yy
4,
1_to 3tf in. 1144 -t .5. ' `° 30 to 34 in. LS. It f RU
1d to in. L,.5. i 3y- to ite2, in. 4S-
Anticipated water table ti.4 in. Anticipated water tabl 31- in.
Roots to ti� inches V Roots to 30 inches
Health Dept:-Comments ; t Health De . Comments r L, a-ZQ. 4 I y SOIL LOG #3�5 i`' a 4' - i SOIL LOG #4 ' �i 2,
Q to it in. L.S.>#, CAI 0°.,, Q to ) in. `ay. (..oa.en
14 to 30 in.$t. L.S. I.a�4 .t8 to 3(, in. 51 dp+a L.s.
.36 to 50 in. �, LS. Vii; ;a!e, 34 to 114 in. �}.d L.S.
r� 4
to in. �r A 1 to in. .
Anticipated water table 30 in. 11 �: ,,
,
r _ , = x 4f, Anticipated water table in.
�� y Roots to
Roots to 34 inches 1. inches
. 5ttllf25f1
Health De t. Comments 1 ' of C BERNT PAUL ERICSEtV.•.. '$ Health Dept. Comments
,a-
7-, 11
I 1 1 eilY1 1 '=1 1 r I- -!1
SOIL LOG #6 > SOIL LOG #6
0 to It in. We. L A to 3 in.
11. to 30 in.-.St. Ceti L.,S. � ,,,4 4 4 3, � 3 to in. St It'd (. '. _
3 _to _in. tryll L.S. "-
, \
1 \ ,tit to elf in. klt* L.S.
to in. ,�.� A r _.9 'd to S42. in. C LS .
Anticipated water table 30 in. !� Anticipated water table „.t� in.
Roots to 30 inches _ r\ ',") Roots to 1.1. inches
Health Dept. Comments \ � Health Dept. Comments
\ ��" H 041 o1L.FRM1100
JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
621 SHERIDAN ST., PORT TOWNSEND .WA 98368, (360)379-4450 - -. _
SOIL EVALUATION
PROPERTY OWNER Zak. A ittekLeti c k. /Apei( Suk5 f
SYSTEM DESIGNER Er►GSery Tiatir
LEGAL DESCRIPTION: Section .34 Township ...30k) Range tl ) Parcel # 60)2.4.„26L
Subdivision Name Division Block Lot(s)
Date Logged: 6-z4-- ix, Logged By: btrnvi" Ertc Sen
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 # 7 SOIL L O G, iJ
0 to 3 in. '"Dp--tcf r e a to q in. d. i,..5
3 S. ,
to 32 in. . _. ��ro � i q to .ii in. � :,
32, to �Q i .. -- ,s
. ,„:
fi .t I to 3 02 i Ma
to i it, --. ` °, t 31 to 3$ in. -� C.S.
Anticipated water table 33, in. e; : ", - ', .-4 Anticipated water table 3 .in.
Roots to .34 inches i e, g3 --- to Roots to a8 inches
BEFNIT PAUL SEN +
Health Dept. Comments sr • . -�y.• 4 •z---•• 't Health Dept. Comments -,011
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Health Dept. Comments Health Dept. Comments
SOIL LOG #5 SOIL LOG #6
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Health Dept. Comments Health Dept. Comments
H:t1NFOHLTHt501L.FRM Z 100
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Project Description:
Install new two bedroom Glendon Bio — Filter M 31 septic system for proposed
shop with bathroom ( no floor drains allowed ) and a two bedroom residence.
Septic Tank:
Install two compartment mono-pour concrete equipped with water and airtight un
vented risers to grade. Tank shall be water tight. Fill tank with water after placement,
to be observed by Designer. All openings to be sealed with Bentonite. Septic tank is
to be 1000 gallons. Tank to be set on 6" of pea gravel. An outlet baffle filter is
required in the septic tank. Screen size to be 1/16".Use Orenco FTJPW 0418.
Pump Tank:
Pump tank shall be mono-pour concrete equipped with water and airtight un vented
riser to grade. Tank shall be water tight. Fill tank with water after placement, to be
observed by Designer. All openings to be sealed with Bentonite. Tank to be 1000
gallons. Tank to be set on 6" of pea gravel.
Control Panel
The Aquaworx Glendon control panel is to be mounted outside, within site of the
pump chamber on a post or on a wall of the residence. A transducer is required with
this panel.
Pump
Need pump capable of 10 GPM @ 22.2 TDH. Orenco PF 1005 or equivalent. The
turbine pump shall be installed in an Orenco Biotube ( PVU 57 — 1819 )
Glendon Basins
The Glendon approved basins to be set on 6" of pea gravel. C — 33 sand to be
used where sand is specified and installed at a depth of 1' over entire plowed
absorption area. " Bank Run " or " reject " may be used where "cover sand " is
specified.
Transport Line
Approximately 70' of 1" SCH 40 to Splitter located next to Glendon Basins. Install
check valve on line to highest basin. Enclose splitter and check valve in riser to
grade.
Gravity Pipe
Gravity pipe to be 4" ASTM 3034 @ 2%. Install C.O.s every 50'.
inspections
Contractor to contact designer prior to construction to set up pre-construction
meeting, and inspection schedule. Contractor to flush laterals prior to contacting
designer for pressure test.
General Construction Notes
1. The work described herein consists of construction of Glendon BioFilter
wastewater system.
2. The contractor shall be knowledgeable and experienced in the
construction of this type of wastewater system and shall be a licensed
Glendon installer in Jefferson County.
3. if during the installation of the system the contractor finds soil conditions
that may lead to premature failure of the system, construction shall be
terminated immediately and the designer notified. Such soil conditions
may include groundwater, fill, clay, highly compacted soil, bedrock or
excessively permeable soils.
a. Any inconsistencies, errors, or omissions that, in the opinion of the
installer, would compromise the quality of the wastewater system
shall be reported to the designer prior to construction.
4. Transport pipe and laterals shall be Schedule 40 PVC, unless otherwise
stated in design, solvent welded joints. All fittings shall be Schedule 40. All
transport pipe in traffic areas shall be Schedule 40. Backfill in traffic areas
shall be pitrun gravel and compacted. All gravity pipe shall conform to
ASTM D 3034. All gravity and transport pipe shall be bedded, using native
or imported material free of rocks, debris and sharp objects. Double case
in traffic areas with 6"ASTM D 3034.
2
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5. All exposed soil shall be seeded and mulched prior to the final inspection.
Seed shall be spread at an approximate rate of 10 lbs. per 5,000 sq. ft.
6. The installer shall be responsible for constructing the system according to
plans and conditions of permit and shall be responsible for its proper
operation and function for one year. The owner shall be responsible for
operating and maintaining the wastewater system in accordance with
WAC 240-272A-15501.
7. Any changes, substitutions, or deviation from these plans shall be
approved by the designer and by the Jefferson County Environmental
Health Department.
8. The installer shall grade to divert all surface water runoff away from tanks
and drainfield/reserve areas.
9. The bottom of the trench or bed may be inspected by the designer prior to
placing sand fill or drain rock and shall not exceed +1- '/2" from level.
10. Notify designer 48 hrs. prior to pressure test, after permanent power has
been connected to panel and L. and 1. inspection complete. Any deletions
from plans, or necessary adjustments, shall be completed by installer.
11. Setbacks to all known water lines shall be a minimum of 10'. No crossing
of water lines with any septic component shall be allowed, except as
included in septic design approved by Jefferson County Health
Department.
12. Setback from the building foundation wall shall be 10' minimum to
drainfield, 5' minimum to tanks and 2' minimum to non-perforated sewer
pipes.
13. Setback from property lines, easements lines, and driveways shall be a
minimum of 5', for both drainfield and reserve areas.
14. Water saving appliances, fixtures, and practices are to be used.
15. The septic and pump tanks, drainfield and reserve areas are to be
protected from vehicular traffic or mechanical disturbance.
16. The installer is to verify pump requirements at the time of installation.
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17. The designer is to provide the as-built and letter of certification.
18. This system has been designed in accordance with WAC 246-272 A and
the most current Department of Health "Recommended Standards and
Guidelines for Pressure Distribution Systems," and has been approved by
the Jefferson County Health Department. Nevertheless, negligence or
improper action on the part of the users could result in the premature
failure or malfunction of the system or its components.
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ONSITE SEWAGE DISPOSAL
SYSTEM DESIGN 0 0 22 4 l g
Date 3-6- /a-
Property Owner Z at {LA. lery Gi(A /Argil r '-
System Designer EftGSen le,S; n
Legal Description: Section 24- Township ,3O Al Range L
Subdivision Name Division Block Lot(s)
I. CALCULATIONS
If for residential use:
Number of Bedrooms: at x 120 G.P.D. = a240 total G.P.D.
If for non-residential use, attach calculations used to determine G.P.D.
Soil texture waste water application rate . , G.P.D./ft. squared
(see page 214 of the EPA Design Manual)
DRAINFIELD SIZING:
Absorption area: 4q3 square feet (total G.P.D. :-G.P.D./ft. squared)
Trench or bed width -- feet Mt i4 77 6-13a-sins) ' *8.3
Trench or bed length 4b lineal feet (sq. ft. trench or bed width)
II. APPURTENANCES
Septic Tank Size idib gallons
Pump Requirements (if Necessary)
Elevation difference in feet is
Friction loss 1.J.
Pump capacity should be 14 G.P.M. at ,k2.1 T.D.H.
Number of doses per day 41.e,ihr S' '.5
Dosing volume gallons •�
Pump chamber size /o,t gallons '
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Pump Selection for a Non-Pressurized System -Single Family Residence Project
Hinderyckx/Surgent 00.2A14-4.4 tg
Parameters
Discharge Assembly Size 1.00 inches 400 PF1010
Transport Length 70 feet illiM11111111111111111111111111111111111-
Transport Pipe Class 40 -- E -� -
Transport Line Size 1.00 inches J
Distributing Ua bte Model None 350
Max Elevation Lift 15 feet I MEI MEI
Design Flow Ram 10 gpm I -`�-�-
Flow
eld-on' ri None inches I _�_`�
Add-on'Friction Losses 0 feet Rillalum 300 i
Calculations Transport Velocity 3.7 fps --
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Factional Head Losses S 250 iii1 ft-��—H—i:�l•i��--
iili♦ IIIEM— •11111
Lossthrough Discharge 3.3 feet --1.11-1101-a�'�-
Loss in Transport 3.9 feet I- 4 • MMI--=111111111B
Loss through Valve 0.0 feet m 'IIII -IIIIII-■111111111 �, M1
Loss through Flowmeter 0.0 feet S 200-'�'-iM_�-�l•7lt
'Add-one Friction Losses 0.0 feet -- 1111111111111111111110111111111 11111111111111.111111111111111
Pipe Volumes --- ����MIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIRIIIIIMIL IN
Vol of Transport Line 3.1 gals
c 150 II%MIIIIIMIIIIIIIIIIIII
Minimum Pump Requirements I- MEN -1-►I�
Design Flow Rate 10.0 gpm
Total Dynamic Head 22.2 feet
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PumpEhrta Legend
PF1005 High Head Effluent Pump System Curve:
10 GPM,1/2HP
115/23)V 10 60Hz,20W 3060Hz Pump Curve:
PF1007 High Head Effluent Pump Pump Optimal Ranger
10 GPM,3/4HP
230V 10 60Hz,200V 30 60Hz Operating Point()
PF1010 High Head Effluent Pump Design Point()
10 GPM,1HP
230V 1060Hz,200V 3060Hz
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