HomeMy WebLinkAboutSEP2015-00038 Jefferson County Department of Community Development ! tot++
621 Sheridan St., Port Townsend WA 98368, (360)379-4450
SEPTIC PERMIT APPLICATION -,4/6, +, 3/5/15
,, .
PROPERTY OWNER Linda Heinz 51r r '„Ni.,
MAILING ADDRESS 18901 126th Street SE Jess or
,.' .' fitsr 1 i Nlve +�;” ++,
+
Snohomish, WA 98290
PHONE ( 360 ) 794-5048
SYSTEM DESIGNER Jess Godsalve Designer Phone# 360-551-9973 ' `''
LEGAL DESCRIPTION: Section 29 Township 28N Range 1W PARCEL# 801 291 005 .q,
Subdivision Name Division Block Lot(s) >. 26' a l",,
Site address/Directions to site 101 to Paradise Cove;-address posted (195 Paradise Cove) �f
SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE% `J
Residential X New Tank/s only Private X `k,(
Residential ADU Modification Public
Commercial Expansion
Community Upgrade
Repair X SITE SIZE 32.14 acre
SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation
Conventional Designate Reserve Area Yes#
Alternative X Redesign No <
SYSTEM DETAILS
Number of Gallons/day 360 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day
Drainfield Length 200 ft. Trench Width 3 ft. Trench/Bed Depth 6 in.
Septic Tank size ` ATU gal. Pump Chamber size 1000 gal.
TYPE of system Pressure distribution with aerobic treatment unit(treatment level B)
By signing the application form, the applicant/owner 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 fact made by the applicant/owner 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. Staffs 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. Inspections shall occur
during regular business hours. Initial 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 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 ap ti ' n will be separately judged by the rules and laws in effect at that time.
rV wner gnature` Date
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H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC
JEFFERSON COUNTY PUBLIC HEALTH
615 Sheridan Street•Port Townsend•Washington •98368
www.jeffersoncountypublichealth.org
Phone MU-33b-5444 Fax MU-3/9-448/
ON-SITE SEWAGE DISPOSAL PERMIT
PERMIT #: SEP15-00038 Date Received: 03/26/15
Date Issued: 04/20/15
SITE ADDRESS: 620 OLD TARBOO RD Date Expires: 07/20/15
QUILCENE, WA 98376
APPLICANT: LINDA HEINZ PHONE:
620 OLD TARBOO RD
QUILCENE WA 98376-9723
LEGAL DESCRIPTION: S29 T28 R1W SE NE(LYING NW'LY OF DABOB RD& SE'LY OF OLD TARBOO RD)
PARCEL#: 801291005 Section: 29 Township: 28N Range: 1W
DESIGNER: JESS GODSALVE PHONE: (360) 598-3505
MILLER BAY WATER CO
PO BOX 1054
SUQUAMISH WA 98392
SYSTEM DESCRIPTION: AEROBIC UNIT/PRESSURE TRENCH
No. of Gallons per Day: 360 Type of work: REP
Drainfield Trench Septic Tank
Length: 200 feet Width: 3 feet Depth: 6 inches Size: 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 nvironmental 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.: SEP15-00038
1.) This permit was issued to correct a violation of WAC 246-272A for a failing drainfield. The permit
must be completed within 90 days of the date of issuance.
2.) MAXIMUM TRENCH DEPTH 12 INCHES
3.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill.
Documentation to be provided to Health Dept. prior to final.
4.) Since there is not an effluent screen on the effluent line of the ATU, a 1/8th inch screened is
required around the pump in the pump tank.
5.) 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 246-272AAND 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
6.) H - This onsite sewage system is permitted using an aerobic treatment unit (ATU) with UV
disinfection. All ATU 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.
7.) Health Dept. required to observe pressure test with system designer when system fully
installed/complete, 48 hours notice to be provided for scheduling.
8.) 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.
9.) 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.
10.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health
ONE WORKING DAY prior to start.
11.) 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.
12.) H - An asbuilt drawing and certification of completion by the designer is required prior to final
approval.
13.) 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.
14.) When/if designated reserve area is utilized an alternative system providing an additional level of
treatment may be required and must comply with code at the time of application for use.
15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area.
16.) Low use water fixtures recommended, 1.6 gal. flush toilets and 2.5 gpm shower heads.
17.) 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.
SEP15-00038 Page 2 of 3
\\tidemark\data\forms\F_SEP_Permitmod.rpt 4/20/2015
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.
19.) 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.
20.) 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.
SEP15-00038 Page 3 of 3
\\tidemark\data\forms\F_SEP_Permitmod.rpt 4/20/2015
JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368
ASBUILT INSPECTION REPORT For RECORD DRAWING
Designer Jess Godsalve Permit # SEP 15-00038
Installer Tim Johnson - Shold Parcel # 801 291 005
Electrician Owner Design Flow 270 GPD (360 peak)
Property Owner Heinz
Site Address 620 Old Tarboo Road - Quilcenef ° `";,
RECEt.,
Answer all questions or indicate NA
OCT 2 9 2()1 DATE
Tanks, Pumps and ControlsINSP.
jeftersori ;,uur` y
Tank (manufacturer, size, baffles) Nuwater BNR 500 concrete -nvironmental Heali 9/15
Pump chamber (manufacturer, size) Shold 1000 9/15
Screen(s)and/or Pump Shroud (type, location) screened vault in pump 10/3/15
chamber
Were Tanks tested onsite for water tightness? Yes /0
Panel Model Nuwater BNR 500 Timer Model omron 10/3/15
Pump 1 — Man./Model Liberty 280 1/2hp 115V Flow Rate 55 gpm 10/7/15
Pump Location (i.e. garage, treatment unit, basement) pump tank
Float/transducer settings Inches Timer
from bottom of tank- On/off - 23 in. Functions: On 1M5S sec/min
Veto - N/A in. Off - 5H2OM sec/min/hr
Alarm - 35" in. Veto On - N/A sec/min
Storage Above High Water Alarm 550 gal. Veto Off - N/A sec/min/hr
Dose Counter Reading 150 # gallons/dose 60 gal.
Elap. Time Meter Reading 0.68H min/hrs Pump Throttled? Yes /6lo)
Dose Drawdown (in inches) 2.7 in.
• ••• 2 — Man./Model N/A Flow Rate gpm N •
Pump Loca is - ..e. garage, treatment unit, basement)
Float/transducer settin. i c h e s Timer
from bottom of tank- On/off - in. Functions: • - sec/min
Veto - in. Off - sec/min/hr
Alarm - • . . - o On - sec/min
Storage Above High Water Alarm gal. Veto 0 - sec/min/hr
Dose Counter Readin. # gallons/dose gal.
Elap. Time i - - 'eading min/hrs Pump Throttled? Yes / No
If additional pumps- complete the info in thi • .le
D•_ I rawdown (in inches) in. for each and attach.
Other Timer functions & settings (e.g. override on/off) RIO @ 20" from bottom of tank. Panel
monitors air supply to ATU and has separate alarm if air flow is interrupted.
10/17/15 page I of 2
Pre-Treatment ��, ,; Date lnsp
T2
Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No �20, '°
Sandfilter Basin size/location ,, C; S N/A
Sand Fill met design spec? Yes / No �'�ta, �' _
ATU (manufacturer, model)Nuwater BNR-500 Alarm tested CID/ No
Disinfection Unit (manufacturer, type, model)N/A Independent Alarm Yes / No
Drainfield
Transport Pipe size, schd, diameter 2"SCH 40 Manifold size/schd header 9/15
Orifice size 1/8" Lateral Size/schd 1" SCH 40 9/15
Barrier Material filter fabric Cover Material/Depth 12" type 4 10/3/15
Residual Head (lat.# & ft. Head)7' from lateral ends 10/3/15
The laterals/pods were balanced Yes / No 10/3/15
Source/Manufacturer of Drainrock/Gravelless chambers Shold
Drainrock Clean? 0/ No If no, what action taken?
Mound/Glendon Site Prep N/A N/A
Drainfield Length 200 ft Width 3 ft Depth 12 inches
Caps for measuring residual head stored (location)
COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional
sheet(s) if necessary Timer off setting provides 4.5 doses per day equaling 270 GPD max.
Health Department Inspection issues resolved Yes / No /0 If yes how?
Users Manual Provided to Homeowner Yes Date 10/2015
Tank/component Decommissioning Report Attached 412)/ No / NA
Installer Certification attached/signed Yes / 4130
ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer
I CERTI/Y THE INFORMATION PROVIDED ABOVE WAS VERIFIED 3Y INSPECTION, T1fE
SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED try JEFFERSON COUNTY
4/20/15(DATE) OR THAT CHANGES HAVE BEEN NOTED AND
THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272.
10/27/15 5100341
,•/ ►, Date License #
AV.' '?+ 10/27/15
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- '-fi� ,tfi bSF tuti 1 page 2 of 2
,""E$ 12/27/2016
( ( N 88°W+/-
0 j
880'+/-
•
Grip: •
0 200' 400' � 6,ck
SCALE 1"=200 FEET
520'
• /driveway •
Installed drainfield •
SEP 15-38
3,6 ; pond,% (see detail)
Q-O
QO _ r 300'
.`0 / X100'well J
O\r, radius
Illrr��iill�
•
well ) barn •
\ /
/
-7:11_,3 bedroom home
/ 70'\
I well i
\ /L\ •
M \ 100'well / 360 GPD reserve
radius i
drainfield area •
(30'x 50')
Installed OSS Components: (see detail page)
TrC
1-Nuwater BNR-500 aerobic treatment unit(ATU) Q
3- 1000 gallon concrete pump tank .o°
r 4-200 LF pressure distribution drain field 411
Z 5-360 GPD reserve drain field area .
N 88°W+/-
•
1138'+/- - - - -
Notes:
-See detail page for specific system components.
+i+ SEP 15-00038
o, t"' OSS RECORD DRAWING - OVERALL
ryr> <.1.# 9/28/15
., 7
li
r '''.A.,4 OSS
...../.;''.F �' .,. Parcel # 801-291-005
.r= .5100341 g,`�
4..,,°"9*
Jess D Godsaive ?:tt
. + 620 Old Tarboo Road - Quilcene
CEXP E t�'7r FI jt SEC. 29 TWP 28N R1W
EXPIRES 12/27/16
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TRASH CHAMBER
„ •• 3 DIGESTER CHAMBER CLARIFIER
OPERATING CAPACITY:463 GALLONS OPERATING CAPACITY:474 GALLONS CHAMBER
FLOOD CAPACITY: 506 G ALLO NS F LOO D CAPACITY:518 G ALLO NS 160 G ALLO NS
o''.----....`••,
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65" •
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1
L DESIGN o ° o /
seN AGE DISPO oA str j n 36 p p o p o ��J T E 1/2"
ved for
ApprO (# • ,, e L
ate A
D1 12„
• DIFFUSER BARS(2)
PA RALE LTO TANK WALL f/'
4„
3" SLUDGE RETURN
1.5"TAPER 1,/
•
SIDE VIEW
INSTALLATION INSTRUCTIONS
1)Excavate tank hole with vertical walls to 1 foot I1
larger than tank on all sides. 'I, 9'2" 1f
2)If bottom of hole is stony,install 3"of compact r 1 r \
sand&level out with screed. I I
3)Install tank in center of hole, keeping 1 ft.void ERS:24"RIS TYP) 24"BLOWER
space on all sides. OUS ISG CAST
I ON TOP OF LID
4)As tank is filling with water,fill void space with I
granular(sandy)soil free of large clumps.
5)Install rest of system,&affix risers to adaptersI 34'b"
with waterproof adhesive.
6)Perform watertightness test in field as required
12"RISER I
by local jurisdiction. I
7)Upon approval to backfill,carefully backfill TRASH CHA MBER DIGESTER I :CLARFER
with native soils overtop of tank I L_ J L �___J
8)Final grade the surface to avoid chanelling
surface water toward tank.
TDP VIEW
TANK INSTALLATION DETAIL
NUWATER NR
500 GPD TREATMENT UNIT
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Detail: Monitoring port / cleanout. Not to scale
,- 4"threaded cap
6"valve box
._ finish grade
threaded screw cap ■
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4"pvc monitoring port(perforated)
0 0 extend to infiltrative surface
6"pvc to gravel
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-i-• • i — — distribution lateral
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plan view--, -min 12"rebar(2)to secure in trench
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note: monitoring port location for illustrative purposes only, refer to site plan for location --k/S •6.•
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Detail: Monitoring port / cleanout (Graveless Chamber)
Not to scale
6"slip capr 4"threaded cap
threaded cap — - 6"pvc finish grade
6"to 4"reducing fitting---_ 4"non-perforated pvc
. 0 - distribution lateral
graveless chamber
notes:
-monitoring port location for illustrative purposes only, refer to site plan for location
-graveless chambers must be on the WSDOH list of approved products
-monitoring ports and cleanout risers must be secured per manufacturer specifications
-distribution lateral shall be suspended from the top of chamber and secured a minimum of
every three feet.
'!+
ONSITE SEWAGE DISPOSAL
SYSTEM DESIGN •.,r%' 3/5/15
sa• 1 1 ''•'l�
Jess D Godsalve
„ ...I'^ 6B@ vf.
F.YP+NES 1527116
Date 3/5/15
Property Owner Heinz ,D)s
System Designer Jess Godsalve
Legal Description: Section 29 Township 28N Range 1W
Subdivision Name Division Block Lot(s)
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 0.6 G.P.D./ft. squared
(see page 214 of the EPA Design Manual)
DRAINFIELD SIZING:
Absorption area: 600 square feet (total G.P.D. :G.P.D./ft. squared)
Trench or bed width 3 feet
Trench or bed length 200 lineal feet (sq. ft. + trench or bed width)
II. APPURTENANCES
Septic Tank Size ATU gallons
Pump Requirements (If Necessary)
Elevation difference in feet 51
Friction loss 2'
Pump capacity should be 20 G.P.M. at 20 T.D.H. / ^
Number of doses per day 6 �,(,�
Dosing volume 60 gallons /
Pump chamber size 1000 gallons —1'6 c,�� 1
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III. DRAINFIELD CROSS SECTION f i +++ 3/5/15
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EXPAES 12/27/16
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NATIVE SOIL
A
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IMPERMEABLE MATERIAL/
SEASONAL SATURATION
A. Trench Depth 6 inches
B. 8 inches of drainrock below pipe
C. 12+ inches of vertical separation from trench bottom to impermeable
material/seasonal saturation
D. 18 inches of fill (if needed)
E. Trench width 36 inches
NOTES:
ATTACH DETAILED DESIGN OF SYSTEM
Pressure Distribution On-Site Sewa ie Disposal System Work Sheet
Name of Applicant Heinz Site Address or Location 620 Old Tarboo Road-Quilcene
Tax Assessors# 801 291 005 Date 3/5/15
Designer's Name Jess Godsalve Company Name Phone# 360-551-9973
Property Information:
Number of Bedrooms 3
Maximum Daily Flow 360
Total Absorption Area Required(Sq.Ft.) 600 1140
fes 2
Trench Information: ��%,o'�or-- �<'2
Trench Width 36" �� �/
Trench Depth 6" �%y�rl✓rid,
Total Lineal Trench Length 267 '1@ 7
Total Washed Drain Rock Under Lateral 8"
Gravelless Chamber Drainfield(Yes-No) opt.
Manifold. Lateral & Transport Information:
Total Lateral Pipe Length 50'
Lateral Spacing 9'oc
Transport line Length 250'
Transport Line Pipe (Schedule) sch 40 r,
Manifold&Laterals Pipe (Schedule) sch 40 s t�4�.
Lateral Line Diameter • 111 `Af �"#� 3/5/15
Manifold Line Diameter 2" ;'.4.., Ort
Transport Line Diameter 2" ''`�`-* •�"e+
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EY3'IPES 12127/16
Pump Information:
Residual Lateral Head(Squirt Height) 5'
Pump Size 20gpmA20'head
Dosing Information:
Orifice Spacing (inches)- 4' JjQ S\V/
Total Orifices4a f eri*
Orifice Diameter 1/88" l �‘
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Total Dose Volume 60 / rd\ �
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Number of Doses Per Day 6
Size of Pump Tank(gallons) 1000 .t �� )
Control Panel Information :
Enviroflo BNR500 control panel (supplied with ATU)
Other Information:
Plant Installation Instructions
114,p
Installation of the Treatment Tank (see tank drawing in appendix) `,L,7'( .
c� . sC
Review permit / design conditions accordingly, and decide on an appropriate
location for the tank(s) which is accessible to the home sewer outlet. Excavate a site
which is approximately 1' larger than the tanks at a depth that will allow proper
coverage of the system. The building sewer outlet will determine the minimum
depth of the plant. Make sure you have a smooth level surface for the base of the
unit. The tank must be placed on stone-free undisturbed soil or fill sand / pea gravel
over stony soil (stones greater than 1/2 "diameter). Place the treatment tank into the
excavated site and double check for level. Carefully backfill around the unit, gently
compacting
the soil as well as possible, and leaving the inlet and outlet holes open for
connections. Connect the influent end to the building sewer outlet. Connect the
appropriate discharge to the effluent end of the plant. Only 4" schedule 40 pipes or
equivalent per code should enter and exit the unit until undisturbed soil is reached.
Inlet and outlet pipes should extend at least 3" into the system, with a baffle on inlet
as well as (double-tee) baffle assembly on outlet. Carefully install treatment unit
components (next section), then install electrical components in accordance with
local electrical codes. Fill the unit to the level of the effluent discharge. One by one,
turn on each electrical component and verify that there are no leaks, air or water,
throughout the system. If a leak is detected, repair and retest. After all required
health department and electrical inspections, carefully backfill the excavated site.
The first 4" of backfill around and on top of the tank is to be the same as the backfill
under the tank. Visually inspect all above ground connections, and double check
riser perforations for sign of misplaced boot seals, etc.
Connect the clarifier tee to the effluent pipe inside the unit making sure it is in the
level vertical position. Install riser vent or vented lid at the digester access riser, or
as an alternative, vent at clarifier access if tank is properly constructed with free-
moving air between digester & clarifier.
Data Plates
The following data plates should be located on the aerator and audio/visual alarm:
Remove top&filter
Wash every six months or as needed
NuWater Sewage Treatment
115 Volt,60HZ,25 Watt,500 Class 1
For Service Call 1-877-836-8476
Model B-500NR
SERIAL BNR-XXXX
J
6
Installation of Components (see assembly drawing in appendix) '94)�
Read the equipment parts list provided in the owner's manual and verify that all
required parts are on site. Before the system package is installed inside of the unit,
each component should be carefully inspected for damage or defects. Never install
damaged components inside of the treatment system. The dual port linear blower
should be no more than 50' away from the plant and in a well ventilated area. The
precaster will typically install a tank adapter ring onto the lid of the tank, which
works well if there is 12" or more of riser height available to accommodate the
blower. If the tank is shallower, blower can be installed at remote location (either in
separate ventilated basin or crawlspace, etc.).
Air line to diffusers should be made with 1" PVC schedule 40 pipe. Make sure the
pipe is stable and resting on the excavated surface as opposed to hanging. All PVC
glue fittings should be connected using approved PVC primer and cement. Use
provided adapter fittings to adapt from blower to 1" PVC, as outlined in assembly
drawing.
A hole saw will be necessary to tap through the riser(s), and rubber grommets
(recommend pull thru grommets) will be necessary to keep riser perforations
watertight. As per the assembly diagram, the diffuser manifold assembly will hold
the diffusers off the bottom of the tank approximately 4 inches. The screw-in
diffusers are placed parallel to and approximately 4" away from the inter-
compartmental wall. Verify that the clarifier tee assembly is vertical and level for
correct operation.
The second aerator port marked "skimmer" will adapt to 1/2" Schedule 40 PVC as per
the assembly diagram. This line feeds the airlift for the sludge recirculation. The 1"
PVC recirculation inlet is installed vertically in the inlet of the clarifier, 4" from the
angled hopper floor as measured from the lowest measurable point. Tie the 1/2"
skimmer airline into the 1" x 1/2" tee exactly 8 inches above the recirculation inlet.
The recirculation line then runs vertically up to a point as shown on the tank diagram
above the liquid level, it then runs horizontally back across the digester to the
pretreatment tank. Upon entering the pretreatment tank, immediately adapt up to 2"
Schedule 40 PVC with the provided adaptor (this is necessary to avoid splashing at
the return inlet). Run the 2" PVC back to a point visible from the access riser above,
and into the 2" San-Tee provided. Extend the 2" PVC down into the pretreatment
tank as shown on the tank diagram. The Aerator and alarm control panel should be
installed in areas where their function will not be hindered.
•
ip •
5
Installation of low air alarm (see assembly drawing)
e.?
The low air alarm is built into the standard NuWater ATU combo timed dosing
panel. The small diameter flex air tubing attaches to the barbed brass tank tap on the
side of the blower, and adapts up to 1/2 PVC with the provided fittings (see assembly
diagram). The 1/2" PVC runs underground to the location of the ATU combo panel,
then elbows up and transitions to UV rated (gray conduit) 1/2" PVC, which runs up to
the base of the control panel. The provided fittings adapt back to the small diameter
flex tubing at the base of the control panel. Apply a ring of silicone sealant at the
perforation. The fittings will effectively pinch the bottom wall of the control panel,
forming a water-tight seal, as shown on the assembly diagram. The flex tubing
should do a 3/4 loop inside the panel to allow slack for future removal and
repositioning, and tie in at the barbed air switch.
Wiring
Separate circuit is required for the controls. Timer controller at panel controls
effluent pump on/off. See wiring diagram. Outdoor plug receptacle independent of
controls required in blower housing, resulting in constant power to blower (blower
has internal controller for skim cycle). All electrical wiring shall conform to the
requirements of the NEC (National Electric Code) and all other standards under the
jurisdiction of the state. All external wiring must be installed in approved conduit.
Salcor UV light for fecal reduction (Where required)
For systems requiring fecal reduction UV disinfection is necessary. The Salcor 3G
UV light is commercially available and is the disinfection unit of choice. Refer to
installation instructions provided by Salcor. It is imperative that care be taken not to
break the fragile UV bulb. The UV assembly shall be installed in the inlet of the
pump chamber. Use a reducing fernco to suspend the UV assembly from the 6" inlet
access, and install the ballast and controls just below final grade in a Electrical-style
access box (similar to a valve box only larger). Individual circumstances may
prevent installation inside the pump chamber, in which case the UV assembly can be
direct-buried along the line between the treatment unit and the pump chamber. The
base must bear on native soil or on compacted granular fill.
8
performancef f,[ Wholesale Products Page: 6370-1
S L 15 O/lloo lSection: Performance Data
Data Dated: January 2001
RPM: 3450 Discharge: 2" Solids: 3/4"
Heinz - 801 291 005 `•. ", Fir ��
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ørfr, Jess D Godsalve % t 111,%,.........
SHEF50
t7P1.. 12/27/18
SHEF100 D
30_ 100
G� ..w
24— 80 0
m SHEF100
18_.-- 60
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ray C
SHEF50
12
= -�40
0
1-
20'TDH 6 20
0 — 0
Capacity-U.S.G.P.M. 0 21:1 40 60 80 100
1 1 1 1
Liters/Second 0 2 4 6
20 GPM
The curves reflect maximum performance characteristics without exceeding full load(Nameplate) horsepower.All pumps have
a service factor of 1.2.Operation is recommended in the bounded area with operational point within the curve limit.Performance
curves are based on actual tests with clear water at 70° F.and 1280 feet site elevation.
Conditions of Service:
GPM: 20 TDH: 20' Il HYDROMATIC®
JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT r 1
621 SHERIDAN ST., PORT TOWNSEND,WA 98368, (360) 379-4450 ++'•'
s f V.
"a` i ...,s, 3/5/16
SOIL EVALUATION ��`" ,a �, .-4,'„,!,
,
j''s,' less 0 Godsalve '7++�
PROPERTY OWNER Heinz :... -s, . .: ...1„.
12/27/2018
SYSTEM DESIGNER Jess Godsalve #4
�6.
LEGAL DESCRIPTION: Section 29 Township 28N Range 1W Parcel # 801 291 005 44,
Subdivision Name Division Block Lot(s)
Date Logged: 2/23/15 Logged By: JDG
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 LI( ' SOIL LOG #2
Q t0 6 in. dk brown loam 0 tO $ in,dk brn loam
6 to 24 in brn gravelly sandy loam 8 to 26 in. brn gravelly sandy loam
24 to 30 in.Lt brn gravelly sandy silo 26 to 36 in. Lt brn gravelly sand si o � ,
to 30 in,hardpan,mottles 24-30" to 36 in hardpan,mottles 30+ /((
Anticipated water table 24 in. Anticipated water table 30 in. `-(`I\'
Roots to 30 inches /411/`=CD
� , Roots to 36+ inches
Health Dept. omment Health Dept. Compt /_ �/.
X cwt C� 4* �,( 319 T
SOIL LOG #3 SOIL LOG #4
0 to 8 in. dk brn loam 0 to 8 in. dark brown loam
8 to 18 in. brn gravelly loam ����, e.,-z.P 8 to 20 in. brn gravelly loam
18 to 24 in. It brn gravelly silo
U�' 20 to 24 in. It brn gravelly silo
0
to 24 in. hardpan,mottled 31+ - to 24 in,hardpanH-2p
Anticipated water table 18 in. L --7 4 Anticipated water table 18 in. 3 L --51Roots to 24 inches l Roots to 24 inches .� -�IG✓y �,.
Health Dept. Comments Health Dept. Cor$71 s t
0,674
SOIL LOG #5 SOIL LOG #6
to in. ��� ��� to in.
to in. S 4 to in.
to in. to in.
to in. r to in.
Anticipated water table in. ` Anticipated water table in.
Roots to inches Roots to inches
Health Dept. Comments ��� Health Dept. Comments
H:UNFOHLTH\SOIL.FFIM 1/00