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HomeMy WebLinkAbout20260113_PJA26-0011Septic Designs w Soils SNOHOMISH COUNTY44* HEALTH DEPARTMENT Application For An On-Site Sewage System Permit GENERAL APPLICATION INFORMATION PROPERTY TAX ACCOUNT#:010523-000-999-00 LOT#: 1 Sec: 13 Twp: 31 Rg: 05 ❑ New ❑ Expedited ❑ Renewal '11 Redesign Alteration ❑ Repair ❑ Waiver Review Applicant Name:KJR Family, LLC Plat/SP Name:Quail Ridge Mailing Address: 1831 Colby Ave City:Everett state:11/1/q zip:98201 Applicant Phone.-425-330-6562 Applicant Email:jrobinett2500@aol.com Installation Address:XXXX 196th PI NE Installation City:Arlington ��Zl#98223 Water Supply: Individual Well_ Public X Name PUD SEWAGE DISPOSAL SYSTEM DESIGN INFORMATION Type of Building: � New ❑ Existing 0 SFR ❑ Duplex El Commercial El Other #of Bedrooms 4 Pretreatment Type: ❑ SF 8 ATU ❑ PBF ❑ N/A ❑ Other Dispersal Type: ❑ Gravity ❑ LPD 9 SSD ❑ Mound ❑ SLB ❑ Other Lot Size: 40,588sq ft Operating Capacity: 360 jgallons/day) Design Flow:_480 (gallons/day) %Slope in Drainfield Area: 6 Depth to Water Table/Restrictive Layer. 30 (inches) Soil Texture Type(1-6): 4 Application Rate: .6 (gal/sq ft/day) Absorption Area: drip 1200 (sq ft) Installation Depth: 12 (inches) Septic Tank Size: 750 trash (gallons) Pump Chamber Size: 1000 (gallons) Date Soils Logged: 7/1/25 Required Cover Soil: Volume: 0 (cubic yards) DESIGNER INFORMATION Designer Name(Printed):Ryan Kramer Designer Signature: Address:529 Michael Way, Camano Is, Wa 98282 License Number:5100401 Email:thedrainfieldguy@gmail.com Phone:360-387-2729 Fee Simple Owner, Contract Purchaser or Owner's Authorized Agent's Fee Simple Owner,Cct Purchaser or Owner's Authorized Agent's Name(Printed): Ryan Kramer Signature: Designer Comments: This property has a L J Locked gate E] Outdoor pet/animal(s) HEALTH DEPARTMENT USE ONLY ❑ APPLICATION APPROVED EHS _Date APPROVAL EXPIRES ON: Comments/Conditions: ❑ APPLICATION DISAPPROVED EHS Date Environmental Health Division Rev.05/24 3020 Rucker Avenue, Suite 104 ■ Everett, WA 98201-3900 0 fax: 425.339.5254 0 tel: 425.339.5250 for a7y 7175 sLk � II._ / ♦ f — _� 2A62' �slr v f:t♦a J !e' w= tc �s �F 2 g 8 x \ //`Y 1. .. (lffi el Bunn/ i SOw as g�' y9 P W15'-A tt I -a -,L it f�c / 6. I 4 ! a °° =�\P j125' i►)'f'o, m'P4�/ 9=-. ♦ d• P 6./ lam% 6129 I .� to91 Chi ` ' s L a.ts 3 n x a'�t fion __, . ♦ < >X�C �� � n m g_ya y'e �L�,�`p ♦-'"f.ff�_-�f t.'♦'♦ ��� . ♦ f,<� t Sys ° ��C' i e f t t t s ♦ o� n�1"C n �� /4Y759j w .ro' .b' Y • ♦ ♦ t a� ♦ ♦ s ♦ m $g� a�c o — 9��•mr ea �— - - = = m�=r- - -- 1 _9 ) 5 0 $a^ 6CrV6YSY 661.15p) 95/}/A4E7NN4/K(MJT LOOP!m) $m 'Y i„ m '. IlFsr use a 1W SWWWsr I1.OF Rr NWRAMST 1/1 W WC"u R Y � �!+, Ar 01.u,7roty99w Ryan Kramer RW Kramer Enterprises, Inc 529 Michael Way Camano Is, WA 98282 360-387-2729 thedrainfieldgu\/CcDgmail.com KJR Family, LLC XXXX 196th PL NE Arlington, Wa 98223 010523-000-999-00 Tract 999 of Quail Ridge i Soil Work Completed On 10/3/2025 Soil Class Soil Type App Rate SL 1 0-6" Duff 6-30" Sandy Loam 4 0.6 Hard Pan @ 30" SL 2 0-4" Duff 4-34" Sandy Loam 4 0.6 Hard Pan @ 34" SL 3 0-6" Duff 6-30" Sandy Loam 4 0.6 Hard Pan @ 30" SL 4 0-6" Duff 6-32" Sandy Loam 4 0.6 Hard Pan @ 32" SL 5 0-6" Duff 6-32" Sandy Loam 4 0.6 Hard Pan @ 32" lYV �d `���4 way•.'" " 100401 RYAN VV.Ki3AMER EXPIRES:09/061zz 31D N I � "-- 0) D RIN Kramer Ent, Inc 529 Michael Way j 7S Camano Is, Wa 98282Cb � ao CIT— h., VIA$#'7� Lod 1 '+ k x '•tP 1 per' RYAt KRAMER $ This is not a survey EXPIRES:08/06/ G ��X CN Co _ > Q t�- tQ W cu ... L CU U � � C I�r (6 CN E (u fO Cli ^� ,'A ! . tj V � J O M � � � 1 d ls, Lu co Lrn 0 LLI AI A LU ko Q-n zt op. VA V3 Ov- lew lz 0- 5 i B C rD {b Qj n D- ru :3 n 0 0 rD "D rt (D 'D rD 0 (a C7 M t: 0 •a aj ro i co rD o. El < (D > a (D rD r- 0 < fI rr < 0 0 C r. El ro (D .Lo 0 0 R co c- < — w 'I ro rt fo ru rr :3 W rD fb '0 co rD raD fD E5 Es 0 ID 'a C. ro Z3 P., frill > mm- im co GPM Models W � PUMP PERFORMANCE CURVE � � 11GPM 440 1 '/4" NPT DISCHARGE 128 120 `�00 � 112 360 3/4HP - OST GE w 104 U gg 320 � 88 280 1/2 P - 7 STA z 80 p 72 240 Q 64 200 1 P - 5 TAG O 56 48 160 40 120 32 24 80 16 8 40 0 0 GALLONS 0 2 4 6 8 RS 10 12 14 16 18 LITE 0 8 16 24 32 40 48 56 64 FLOW PER MINUTE IL0501 GeoflA%Afw Small Systems Design Sheet Directions: Fill-in applicable cells in BLACK.Answers appear in PURPLE. 020234 gpd,maximum flow Definitions: 1.Day=24 hours 0.533 gpolft2,soil loading rate 2.Lateral=supply to return connection to '. usuable acres for dispersal _ 3.Run=number and length within each h 901 ft2,total 0.021 acres, minimum G-WFPC-17-4-12-ECOArip tubing p/n 11.5�ft,dripline spacing 600 ft,dripline required 1 ft,dripper(emitter)spacing 1.5 ft`per dripper 0.80 gpd dispersed,per dripper 1 gph,per dripper rate ;v 0.80 hrs/d,theoretical per dripper max run time y,,r 48 min/d,theoretical per dripper max run time . max hrs/d, pump run time(12 hrs default) 15 max theoretical zones,no. a RYA N KftAMER '• select number of zones w EXPIRES:09/06/ o-- 450 ft2,each zone < 300 ft,theoretical dripline run length per zone • drip lateral length>10%(shortest to longest) 200.0 ft,lateral length select laterals per zone fps,flush velocity ft,calculated dripline run length per zone CALCULATED<THEORETICAL: &00 *0 drippers,calculated per zone 3.3 gpm,dispersal flow rate 4.1 gpm,flushing flow rate 0.7 gpm, return flow rate input cycles per day per zone, no. (all zones dosed invidually each cycle) 6.00 min,run time(fully pressurized)per zone per dose 12.00 min, "on"time per dose cycle 108.00 min,"off'time per dose cycle 144 min/d, "on"time,or 2.40 hrs/d 1296 min/d, "off'time,or 21.60 hrs/d 4dosing tank capacity must accommodate peak hourly,daily,and weekly flows,and intermittent flow stc 480 .pd maximum dispersW 00 0> 0 a m -3 m v w 33 m e a mC� oo m w w 3 m`G 9 O -p Q1 c ti z O n a �.m m m CD m ao o aE. g o Qv " 0 c on o �'H S o o ° � w v N '� r a' �• A xcu Dp3m m o m m �• 3 m 3 m °m 3 c co o 'om of 3 a o 0 p c '0 3 � om�oo p R g m o - 'o 2 Q m • N o S 3 0 c a m o m m m 4 CDgo n m m a m o z T o om n3i x a 3 T T A N n j w o o m A m m S a o N m o a m o m ro H m n a' a m = 0 91 o vCD O o /u, D(Tv N O + y p O L N U G N N N m \1• f0J S S W fm CD 2" /U //CD� ♦I w •TV O V 3 cD 3 m L p w m O Q T 't CD oc°¢a3m3m = i v C o m F p.o <Q � � � m m 6< O o 2 0 W° J O �O O a ''� ° O A E O 'O n °-' n -� e3-3nw° v =m m`_ a 0 A e3 T8 a B O »r GC) r ��T11 oc Z r9u 01 o w m :3Sn o T o w o m c ? s ay m o c rs?O L7 ID ° .1 O -1 Q O w» N m :n n p a m o1 (D y�•n o o o o p - > > a n N lD m m -»z-'3 o m 3 07 CA = LaT mm 000 No 3a o C 1-1DD (A Q. m ° x°om �.� :. v a < 3 $ p o p R 2 0 0 3 a H 8, 0 °per'a m . q c Ox_1 3 m m v�M o 3 r o c o r w N •<t_mi.r N ° °, ®a c c 3 7 C y =F3 �. D = ', 3 3 0 3o o" wpm 41~o m ~ ° - S� oA m uo c -m a ® gzZz^ 0>•o n <3i- o 3 i T 3 A 0 3 a W o 3 m y 3 o'^ w 3 3 3 .�'. o o D Q : L A o m 9 o o F• xa yw y tn� oo �'3 m �mmr ❑ -n �o V o 'x £ m m m W om O ma °1 3 a1 Fo _rno,� ..c v m m w-0 3 t o._._. o c n A w m -. o A » k -oo m o° » ?., ;�mm osro �mp n pow° "S Mmp,o a v mn o o m s0.n o $w E,Q° w eno, A p O N Cl m 3 O C� 3 r m T C N .o J y 3 C N �• _ N➢i C P.. o f o . 00 T i m' ` o o Y O m 7,0 P•n a m j. ? o N 0 S N 0 a w L Q 2 d S m S 2 m 2 2 �• ` a 7 m A a w G a�i °c3T A m m w m p o, 01 c a o o u ° v w m w m - w C N N N N o''-^ m ° v im w o 0 o ° m q m m fl°o a o c o a n � y n Im /K \D o v,u` om -•o moa, ooN � o 0 0 0 0� � x o•3 zF��° � op N Cr c, X %a '� �Y •cmn r« .� _ �� rrg r W 0� O STATE APPROVED 1500 GAL. _ TWO COMPARTMENT TANK 0 WITH BAFFLE MODIFICATIONS 4"INLET EL.=51"" 4.-8•. 1 12" ——— ———— 12" I 4"INLET EL.=54" •• �� 24-RISER(TYP) I { --------------� '' I OPT10 AL I OPP ITE- HA I I I 4"OUTLET EL-=51"' OUTLET i - i, 1 PRE TRASH TANK I - 561 GAL OPERATI N'G 632 GAL FLOOD I I TRASH CHAMBER I • ('————— — — — ——————I i I I I ! L--------------� I 1------- 9-0„ I I ' •3"STEP IN TANK LE I 12'-6" (CREATMENTTA LOWER} I I I I I I 1048 GAL OPERATING D_/GESTER I I 1301 GAL.FLOOD I I 24"BLOWER I I HOUSING CAST I ON TOP OF LID I I 1-------- ———— I 1 CLARIF/ER 12'ACCESS RISER I _ I----- ,' I 0 I 0 42" 4"OUTLET EL.=53" ————— Iz I Ir 4INLET E1�=46.5="—————— I r I 0 NUWATER TREATMENT TANK 1 i" i — t— i 5.4• TJ I I NuWater BNR500 e TOP VIEW SHO14TA/C TANK CONFIGURATION WITH 1500 GALLON DOSE/ TRASH TANK OPTION Wa ENVlRO stewater Treatment n©echnotogies CONCRETE/VOR'WEST VERSION R 4IoZI,4 P.O.BOX 321161,F d,MS 39232 (877)836-8476 (601)1)845-4716 fax www.enviro-Oo.net Panel Wiring Diagram Made,jr EAS-S1 PT LAA 1.1 From Main Power Panel 115 VAC,7 Phase,60 . fir: Main disconnect provided by others. ter 1.2 N. UGround Wire � ••� c e�. k g> rvitc-rEo,E^c 1.3 Pump Lt Li Ti 115v 10 CB 20A v NiNt L2 T2 Wa 1.4 7 F!1 Controls N N NO T E;Motors must have PUMP 115V 10 internal overload protection 115 VAC i.5 Li 10 1 Hp MAX For Power Wiring C8 10A 1.6 Options,See Page 2 ____ Options PL POWER LIGHT C'g X1 X2 'DEC HW SERIES ; HT HEATER STEGO 9 - _ . ... . . 01602.0-09 10 High Leve Alarm 3 HIGH LEVEL CR2 ALARM RELAY .tt Al A2 IDEC RJ2S AL1 A LEVEL ALARtv1 LIGHT .12 X1 X2 IDEC HW SERIES 2 .i3 4 PTi 74 1 HAND OFF AUTO I I ---- MOTOR I M1 CONTACTOR 15 Timer On Off 3 PT1 t I Al A2 ABB A16-30-1G.84 S 4 - 1 -+ ELAPSED TIME ETM 1 METER .16 .- . . _ _ _ - -nn, _ i GRASSLIN R..nal ddantONFoat ' CT j EVENT COUNTER r Options KESSLER-ELLIS ' oa G PUMP RUN LIGHT 13 J J Xt 7 IDEC HW SERVES PT1 PROGRAMMABLE TIMER .� AIR SWITCH AS 7 OMRON NO 2.6 H3CR-F8 TFCMARK COM BS-TBS345 LOW AIR ALARM CR1 Contact Closed Al RELAY _0 On Low Air A2 IDEC RJ2S AL2 A LOW 21 71 CR1 14 SA X1 X2IDEC�1HW SERIES 1 t 12 + AUDIBLE ALARM A FLOYD BELL 22 11 C82 it 14 SR NW092010 11 14 ALARM SILENCE SR RELAY .23 AL 1-2 Al A2 IDEC RJ2S PUSH TO SILENCE ,4 Femof a Ne 5 REMOTE ALARM O ® N (AHW OR EQUIV. " 1g+t A— 115 VAC ALARM) ED W-WO-OEM-20 ' v WASTEFLOW PC 1/2 gph Flow Rate vs. Pressure Standard Models: Flow Rate WFPC16-2-24 WASTEFLOW PC 24"/.53gph or 21ph Pressure Head 1/2 gph PC dripline WFPC16-2-18 WASTEFLOW PC 18"/.53gph or 21ph 7-60 psi 16-139 ft 0.53 gph WFPC16-2-12 WASTEFLOW PC 12"/.53gph or 21ph Alternative spacing, flow rates and diameters available upon Maximum Length of Run vs.Pressure request. Allows a minimum of 10 psi in the line. Recommended operating pressure 10-45 psi. WASTEFLOW PC"A gph PC Specification The dripline shall consist of nominal sized one-half inch Pressure Emitter Spacing linear low density polyethylene tubing, with turbulent flow Psi ft. 6" 12" 18" 24" drip emitters bonded to the inside wall.The drip emitter flow 10 psi 23.10 ft. i passage shall be 0.032"x 0.045"square. The tubing shall have —�— an outside diameter (O.D.) of approximately .64-inches and f15 psi ft 34.65 ; 174' 260' 321' an inside diameter (I.D.) of approximately .55-inches. The 20 psi 46.20 ft. ! 120' 229' 330' 424' tubing shall consist of three layers; the inside layer shall be 25 psi 57.75 ft. 260' 377' 478' a Geoshield& protection, the middle layer shall be black and 30 psi 69.30 ft. i 150' 288' 415' 535' the outside layer shall be purple striped for easy identification. ! 35 psi 80.85 ft. 313' ! 448' 576, The dripline shall have emitters regularly spaced 24" (or 18" 40 psi 92.40 ft. 172' 330' 475' I or 12') apart The pressure compensating emitters shall be 612' ! molded from virgin polyethylene resin with a silicone rubber 45 psi 103.95 ft.j � 354' 501' ! 651' diaphragm. The pressure compensating emitters shall have 50 psi 115.5 ft. 363' 523' 1 675' nominal discharge rates of 0.53 gallons per hour.The emitters 55 psi 127.05 ft. 377' 544' 700' shall be impregnated with Treflan® to inhibit root intrusion 60 psi , 138.6 ft. 403' r 563' 727, for a minimum period of fifteen years and shall be guaranteed by the manufacturer to inhibit root intrusion for this period. Kd=2.070 0.53 gph WASTEFLOW PC pressure compensating dripline shall be Geoflow model number WFPC16-2-24(or WFPC16- 2-18 or WFPC16-2-12) . Wasteflow PC 1/2 gph PSI Pressure Loss vs.Length of Run 7 ... . 60 12' N _ 40 {N 20 a 0! 0 100 200 300 400 500 600 700 800 Length - FT 31 WASTEWATER DIVISION B 10 Ll N Es , . , All DRIP . , . � . . LINE .� � MOSS SECTIow OF IMMUNE ax DRIPLINE Bioline dripper inlets i �\�'�`.r\w��4���»�1:.����u�a< .. are positioned in the t r center of flow where i — 0 water is the cleanest I AMU Pressure compensation-all drippers deliver equal flow,even on ° Typically installed following a treatment sloped or rolling terrain. process ° Unique flow path-Turbonet technology provides more control of ° Can be used with domestic septic tank water and a high resistance to clogging. effluent with proper design,filtration and operation ° Continuous self-flushing dripper design-flushes debris,as it is detected-throughout operation,notjust atthe beginning or end of a Reuse applications including municipally treated effluent designated for irrigation and cycle.Ensures uninterrupted dripper operation. other disinfected and non disinfected water Single hole dripper outlet from tubing: sources. Better protection against root intrusion Allows the dripline to be used in subsurface applications withoutP,^� need for chemical protection ° 44J Dripper rates4b.6 or 0.9 GPH ° Drippers capture waterflow from the center of the tubing-ensures ° Dripper spacingsa12',J18"or 24"dripper that onlythe cieanestflow enters the dripper. spacings and blank tubing ° Built-in physical root barrier-drippers are protected from root ° Pressure compensation range:7 to 58 psi intrusion without the need for chemical protection.Water exits dripper (stainless steel clamps recommended above in one location while exiting the tubing in another. 50 psi) ° Three dripper flow rates-provides the broadest range of flow rates ° Maximum recommended system pressure: available.Allows the designerto match the dripline to any soil or slope 50 psi condition. ° Tubing diameter:0.66"OD,0.57" ID ° Bioline tubing is completely wrapped in purple-easily identifying itfor ° Tubing color:Purple color indicates non- non-potable use,regardless of how the tubing is installed. potable Anti-bacterial-impregnated drippers-prevents buildup of microbial ° Coil lengths:500'or 1,000'(Blank tubing in slime. 250') ° Can be used subsurface-Bioline can be installed on-surface,under ° Recommended filtration:120 mesh cover or subsurface. No special storage requirements-does not degrade if stored Bending radius:7" outdoors. UV resistant Techfilter compatible-an optional level of protection,provides a Tubing material:Linear low-density limited lifetime warranty against root intrusion. polyethylene Additional spacing and pipe sizes available by special order.Please contact Netafim USA Customer Service for details. LOWRIDGE ONSITE TECHNOLOGIES, LLC LOT-HWN-.7-CON Manual Flush Headwork PRESSURE GAUGE .75" MANUAL DISC FILTER DF75-120 i SUPPLY FROM PUMP D 0 i / ARAD 3/4" FLOW METER i 17" 21" EFFLUENT RETURN Q 1 16" Plan View A n.ts. IN FROM OUT TO DRAIN DRAIN FIELD FIELD Specifications: (RETURN) Filter: (SUPPLY) •Mesh: 120 mesh(130 micron) Filter Body and Cover:Reinforced Polyamide Disc Rings:Polypropylene O-Rings and Seals:Nitrile&EPDM Clamps,Spring and Bolts:Stainless Steel Meter: Temperature Range:-40'-160'F(-40'-70'C)•Maximum Pressure: 140 psi(9.65 bar) • Size:3/4"Composite Plastic Register:Includes reed switch and measures in 1 gallon per pulse increments Gauges: Maximum Pressure: 145 psi(10 bar) • 0-100 psi range(0-6.9 bar)•2"Glycerin filled Flow Range:2-15 GPM Maximum Pressure:100 psi(6.9 bar) Inlet/Outlet Pipe&Diameter:1"Sch 40 PVC Valve Box: •NDS Pro Series rectangular 14"x 19"valve box with bolt down cover Ordering Information: Model Number:LOT-HWN-.7-CON Description:Manual Flush Headwork PVC SDft Piessure Pipo artdSchedule 40 fitl n s. Pipe and filangs shaft be manulachred from PVC compound wl•.h atoll class of 12459pnrASTM D 17 -Und coutvr Ah Natlonal_SaMatlon Lowridge Onsite Technologies, LLC FpurMatlon.(NSF)sYantlardsl4 0li Pipe Shanbei%p IPosiretIPS)conformingtoASTMt]2241forplaln-ondpipsendq.IM-p2G7EIoc Lake Stevens, WA 877-476-8823 aelladaud ppe.PYG Schedule 90 fittiops-shall CYadp®2pASTM.D 24G5. dc An pipe and_fit0A=jjnatanedirta�cdance wilhmmulacturar'slecD"'andalkm and local cntleiepuiremams.Burled pW-shall besislailed in www.lowridgeteeh.eom whom theawlth Awre wim668.SoWent-bemonta shateDntorm b ASTM D 2564 or-eguiralMl.PiriawditkQs ad intended fcr pressure appliratiores info@lowridgetech.eom whero tteeiemperawre wiflno[eroded 14n F. GUARDIAN AIRNACUUM AIR VENTS A — GUARDIAN AIR&VACUUM AIR VENTS ► STAGES OF OPERATION 70 r1i 11. The Guardian discharges large quantities of air through an opening equal to a large size standard vent.As water enters,the float rises and forces the air vent to close. s f 2. During normal flow,while the line is under pressure,the air vent remains closed. (I 3. As the line empties,or during a drop in pressure,the float drops down and opens the — air vent.Air is admitted,breaking the vacuum created by the withdrawing water and prevents the collapse of pipelines and suction of soil into dripperlines. I DIMENSIONS MODEL I NOMINAL DIMENSION DIMENSION NUMBER SIZE A I B J _WEIGHT� CONNECTION 3/4"Guardian _ 65ARIA075 3k-� _ 2.36" 5.11" 0.22lbs 3i4"NPT Male Thread 3A"Guardian with Shrader Valve 65ARIA075S 3i4" 2.55"_� 5.11" 0.44lbs i"NPT Male Thread 1"Guardian _ 65ARIA100 i 1" I _ 2.36- 4.79" 0.35Ibs 1"NPT Male Thread 1"Guardian with Shrader Valve 65ARIAIGOS 1" J 2.55" 5.11" 0.44lbs 1"NPT Male Thread 2"Guardian 65ARIA2 2" J 2.87" 4.79" 0.44lbs 2"NPT Female Thread 3"Guardian 65ARIA3 3' 4.10" 6.50" j 1.301bs 3"NPT Female Thread ' NE TA FIM TM GROW MORE WITH LESS NETAFIM USA 5470 E.Home Ave. Fresno,CA 93727 'S 888 638 2346 F 800 695 4753 www.netafimusa.com A043a 03r09 SNOHOMISH COUNTY44# HEALTH DEPARTMENT Application For An On-Site Sewage System Permit GENERAL APPLICATION INFORMATION PROPERTY TAX ACCOUNT#:010523-000-999-00 LOT#:2 Sec: 13 Twp: 31 Rg: 05 ❑ New ❑ Expedited ❑ Renewal 0 Redesign ❑ Alteration ❑ Repair ❑ Waiver Review Applicant Name:KJR Family, LLC Plat/SP Name:Quail Ridge Mailing Address-. 1831 Colby Ave City:Everett I State:DIVA zip:98201 Applicant Phone:425-330-6562 Applicant Email:jrobinett2500@aol.com Installation Address:XXXX 196th PI N E Installation City:Arlington zip:98223 Water Supply: Individual Well Public X Name PUD SEWAGE DISPOSAL SYSTEM DESIGN INFORMATION Type of Building: New 4 9 N SFR ❑ Duplex El Commercial ❑Other #of Bedrooms ❑ Existing Pretreatment Type: ❑ SF 8 ATU ❑ PBF ❑ N/A ❑ Other Dispersal Type: ❑ Gravity ❑ LPD © SSD ❑ Mound ❑ SLB ❑ Other Lot Size: 24,189sq ft Operating Capacity: 360 igallons/day) Design Flow: 480 (gallons/day) %Slope in Drainfield Area: 6 Depth to Water Table/Restrictive Layer: 30 (inches) Soil Texture Type(1-6): 4 Application Rate: •6 (gal/sq ft/day) Absorption Area: drip 1200 (sq ft) Installation Depth: 12 (inches) Septic Tank Size: 750 trash (gallons) PumpChamber Size: 1000 7/1/25 (gallons) Date Soils Logged: Required Cover Soil: Volume: 0 (cubic yards) DESIGNER INFORMATION Designer Name(Printed):Ryan Kramer Designer Signature: Address:529 Michael Way, Camano Is, Wa 98282 License Number:5100401 Email:thedrainfieldguy@gmail.com Phone:360-387-2729 Fee Simple Owner, Contract Purchaser or Owners Authorized Agent's Fee Simple Owner,Contract Purchaser or Owner's Authorized Agent's Name(Printed): Ryan Kramer Signature: "- Designer Comments: This property has a: ❑ Locked gate ❑ Outdoor pet/animal(s) HEALTH DEPARTMENT USE ONLY ❑ APPLICATION APPROVED EHS Date APPROVAL EXPIRES ON: Comments/Conditions: ❑ APPLICATION DISAPPROVED EHS Date Rev.051Z4 Environmental Health Division 3020 Rucker Avenue, Suite 104 0 Everett, WA 98201-3900 ■ fax: 425.339.5254 ■ tel: 425.339.5250 �., �\91 t t f t n7 ! ♦ f ` `� pp o w e� q � � � �_ � qY 9p� �� � �x f � / 193Y• 71r1' A � � � y 9i 7 ai [^� II� � � 4 Y.i w n •�i � �r�S�►�y�10r Y "gg22 N S q c L9 op/ lfl I �+ � I � � � g�;--- -�8+49� � to +S��a/ ���i�e♦ �.erg, .+lS�y/ Iu+s7i7r ¢♦ � a � °' �\B��Ys lal u� C x•°'% :'q�i 1-' FOB+ � : xns'Ys'Ni YS• I $ is, 0.0 g > m ��//p SYa�QE�P ,•'f t. 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MEs�u1E ar MC sauM>�r�fMUsr I/f(f SFc1N1H rJ V Ryan Kramer RW Kramer Enterprises, Inc 529 Michael Way Camano Is, WA 98282 360-387-2729 thedrainfieldguy(@gmail.com West Coast Inc 1831 Colby Ave Everett, Wa 98201 010523-000-999-00 Lot 2 Soil Work Completed On 7/1/2025 Soil Class Soil Type App Rate SL 1 0-4" Duff 4-32" Sandy Loam 4 0.6 Compact @ 32" SL 2 0-5" Duff 5-31" Sandy Loam 4 0.6 Compact @ 31" SL 3 0-6" Duff 6-31" Sandy Loam 4 0.6 Compact @ 31" SL 4 0-4" Duff 4-30" Sandy Loam 4 0.6 Compact @ 30" SL 5 0-5" Duff 5-32" Sandy Loam 4 0.6 Compact @ 32" l ' 100401 pr RYAN W.KRAMER ' 5�-b � 's -vVt EXPIRES:091061es-- 3b� �o P � -0 �(tG4 WAS RW Kramer En t, Inc ��.• 529 Michael Way ' 01 Camano Is, Wa 98282 ° ' �Y W. MER EXPIRES:09/06/�� • is not a survey, (*r� This 0. 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'o c °sue' tll 4 L-F- p 00 N£ O)m c`m .� n oN¢i x �� m N o U m C p V^m m C O O f N Ct a 'o t N o = m o x o n o a ..r ECUro -j E u:o c N N E m OE o I o E 2 0 a = CO a �0 L m m T o E a ° E ` £ >v u m L C E 0 Ea 0 m = a� a� > a d 0 0 = J 2 xt. N 0 Q o 6 c a t0 0CL 'o a c m es •L C� @ LL rn LL _ m w w � ao Ew E w o o cm _ E m p w (0m E [9 2 a E O o n m` 0 E a3 o S E E m o `o a E m 3 o E w o w m a Epmaa m m � in £ - ° m v o U W c a m - acne w � kmaU� m 3 u F o m �£-. 00 m f-._ o.av aUaS�a e o CAP w Small Systems Design Sheet Directions: Fill-in applicable cells in BLACK.Answers appear in PURPLE. 620231 •1 gpd,maximum flow Definitions: 1. Day=24 hours 1 gpd/ft2,soil loading rate 2.Lateral=supply to return connection to 1 1', usuable acres for dispersal I 3. Run=number and length within each h IZOU, (t W,total 0.021 acres, minimum drip tubing p/n 1.5 ft,dripline spacing / 600 ft,dripline required 1 ft,dripper(emitter)spacing ft`per dripper n �, 0.80 gpd dispersed,per dripper 1 gph,per dripper rate 0.80 hrsld,theoretical per dripper max run time 48 minld,theoretical per dripper max run time max hrs/d, pump run time(12 hrs default) 15 max theoretical zones, no. Rr; "RAMER select number of zones EXPIRES:09/06/ 450 ft2,each zone .. 300 ft,theoretical dripline run length per zone . drip lateral length>10%(shortest to longest) 200.0 ft,lateral length select laterals per zone 11 fps,flush velocity ft,calculated dripline run length per zone CALCULATED<THEORETICAL: 2*drippers,calculated per zone 3.3 gpm,dispersal flow rate 4.1 gpm,flushing flow rate 0.7 gpm, return flow rate input cycles per day per zone, no. (all zones dosed invidually each cycle) 6.00 min, run time(fully pressurized)per zone per dose 12.00 min,"on"time per dose cycle 108.00 min,"off'time per dose cycle 144 min/d, "on"time,or 2.40 hrs/d 1296 min/d,"off'time, or 21.60 hrs/d -dosing tank capacity must accommodate peak hourly,daily,and weekly flows,and intermittent flow stc 480 gpd �, 11 GPM Models PUMP PERFORMANCE CURVE � w 11 GPM 440 1 '/4" NPT DISCHARGE 128 120 400 o 1 12 360 3/4 HP - 10 ST GE W 104 U gg 320 2i 88 280 1/2 P - 7 STA z 80 p 72 240 Q 64 200 1/2 P - 5 TAG O 56 48 160 40 120 32 24 80 16 $ 40 0 0 GALLONS 0 2 4 Q 6 8 10 12 14 16 18 LITERS 0 8 16 24 32 40 48 56 64 FLOW PER MINUTE IL0501 Lli C) 0- Co QD i j2Z I , C\j 0 �TF 5 0 cli aj Lij 0) C" -S l s� ou ct. --j -0 Qj :1 4J r_l a 0 Q) `ice a cli T-4 0 4-1 3C: co G ro z ro z Zi- 0 a' v 0 Q) 0 123, 0 0) C Pi F L) QC a 0 > �4j > LI Gj Q) > e e S. _0 u 0) u :3 0) 0 Q) si QJ ;4 Lr 0 QD 0 r- ro qj W 0 Q) C- F-: rd ro [i) P IG -0 Q-5 C. Cl a 0 c e Q C ru Q) LU oY6`�go�03I eZ^ 1 Co '��.'-• c�� . o�"may uai *7E�; CL X tij L- i fn uj STATE APPROVED 1500 GAL. TWO COMPARTMENT TANK ¢ WITH BAFFLE MODIFICATIONS 4"INLET EL.=51"" { 12.. 12" 4'-8" I I 4"INLET EL =54" 024-RISER(TYP) OPTIO L OPP ITE-Jf t 4"OUTLET EEL.c 51"' HA OUTLET I - f I PR&TRASI-1 TANK 561 GAL OPERATING 632 GAL FLOOD t TRASH CNAM9ER I L-------- t I------------ I f I f I 9'0" I I •3"STEP IN TANK LE t I (TREATMENTTA LOWER0 ) f t I sl w nose t t048 GAL OPERATING I DfGESTER I 1301 GAL.FLOOD I I I I 24"BLOWERHOUSING CAST I ON TOP OFF LID f ——————— ———— I F-------_ ---- i I CLARIFIER f 12"ACCESS RISER I-------------- I - t O I 4' 4"OUTLET EL.=53" a a I I �z 4"INLET EL.a 46.51" a NuWATER TREATMENT TANK L————— — i j �vlltOJln�� NuWater BNR500 K �•"'�T rmt"`� TOP VrEW SHOWING TANK CO IM6MATION WITH 1500 GALLON DOSE/ TRASH TANK OPTl"ON ENVIRO-FLO, INC. /�CTC -�• e, /� p� Wastewater Treatment Technologies CONCR I C NOQ"WEST VERB ON REV:q/o:Jt4 P(877)36.84 6t(601)645-47169 fax 2 www.env/tD-flo.net Pane! Wiring Diagram Model EAS-S1 •PT AAA 1.1 From Main Power Panel 115 VAC,7 Phase,60 Hz.7.2 � � �� Main disconnect provided others. T(—Z n-z . ist.isc-=ta,E-o Ground Wire 7 Li 1.3 7 5V 0 ' Nt Cs 20A T2 -�O E r� 1.4 7 PUMP NOTE:Motors must have 115 VAC Controls N N ntemai over toad protection 10 i15V1O LS Lt t Hp MAX For Power Wiring -- CB 10A 1.6 Options,See Page 2 Options PL y POWER LIGHT C' IDEC HW SERIES X7 X2 i 6 • / HT HEATER STEGO 01602.0 09 10 High Level a 3 HIGH LEVEL Alarm CR2 ALARM RELAY Al A2 IDEC RJ2S tl AL1 R LIGHLEVET ALARM X1 X2 IDEC HW SERIES .i2 2 a 23 PTI 7 HAND OFF AUTO .14 I I —�1(- MOTOR t M1 CONTACTOR PT7 t Al A2 ABB A16-30-10-&: .15 Timer On a Off 4 3 1 7 l I ELAPSED TIME E7P.9 ' METER GRASSLIN Optional Wiring wrh CT sEVENT C COUNTER Redundant Off Float KESSL% Options G PUMP RUN LIGHT cn c Xt X2 IDEC HW SERIES ?T1 PROGRAMMABLE TIMER OMRON 19 AIR SWITCH COM AS 2,6 7 H3CR-F8 NC TECMARK LOW AIR ALARM SS-TB3345 CR1 RELAY Contact Closed Al A2 IDEC RJ2S 20 On Low Air AL2 A LOW AIR LIGHT t t CR7 14 SR X1 W X2 IDEC H SERIES `t 11 12 + - AUDIBLE ALARM A FLOYD BELL 1 71 CR2 14 SR NW09201 O 22 t "tea 17 14 ALARM SILENCE SR RELAY 23 Al a-n Al A2 IDEC RJ2S PUSH TO SILENCE .�4 n.mo�o AL•rm n O REMOTE ALARM N (AHW OR EOUiV. _ L�rht rtsm, 115 VAC ALARM) ED W-WO-OEM-20 ' v WASTEFLOW PC 1/2 gph Flow Rate vs. Pressure Standard Models: r Flow Rate WFPC16-2-24 WASTEFLOW PC 24"/.53gph or 21ph Pressure Head 1/2 gph PC dripline WFPC16-2-18 WASTEFLOW PC 18"/.53gph or 2lph WFPC16-2-12 WASTEFLOW PC 12"/.53gph or 21ph 1 7-60 psi 1 16-139 ft. 0.53 gph Alternative spacing, flow rates and diameters available upon Maximum Length of Run vs.Pressure request. Allows a minimum of 10 psi in the line. Recommended operating pressure 10-45 psi. WASTEFLOW PC 1/2 gph PC Specification --_---- The dripline shall consist of nominal sized one-half inch Pressure Emitter Spacing linear low density polyethylene tubing, with turbulent flow psi ft i 6" 12" 18" 24" drip emitters bonded to the inside wall.The drip emitter flow passage shall be 0.032"x 0.045"square. The tubing shall have 10 psi 23.10 ft. ; _ i an outside diameter (O.D.) of approximately .64-inches and 15 psi 34.65 ft. 174' 260' 321' an inside diameter (ID.) of approximately .55-inches. The 20 psi 46.20 ft. j 120' 229' 330' 424' tubing shall consist of three layers; the inside layer shall be 25 psi 57.75 ft. 260' 377' 478' a Georhiel& protection, the middle layer shall be black and 30 psi 69.30 ft. ( 150' 288' 415' 535' the outside layer shall be purple striped for easy identification- - 5 psi 80.85 ft. 313' 448' S76' The dripline shall have emitters regularly spaced 24" (or 18" ---- or 12') apart. The pressure compensating emitters shall be 40 psi 92.40 ft. 172' 330' 475' 612' molded from virgin polyethylene resin with a silicone rubber 45 psi 103.95 ft. 354' j 501' 651' diaphragm. The pressure compensating emitters shall have 50 psi 115.5& 363' I 523' 675' nominal discharge rates of 0.53 gallons per hour.The emitters 111 127.05 ft. 377' 544' 700, shall be impregnated with Treflan® to inhibit root intrusion 60 psi 138.6 ft. M 403' G 563' 727' for a minimum period of fifteen years and shall be guaranteed by the manufacturer to inhibit root intrusion for this period. Kd=2.070 0.53 gph WASTEFLOW PC pressure compensating dripline shall be Geoflow model number WFPC16-2-24(or WFPC16- 2-18 or WFPC16-2-12) . Wasteflow PC 1/2 gph PSI Pressure Loss vs.Length of Run 60 r 12" 18 3 401-- 20tA a - 0 - 0 100 200 300 400 500 600 700 800 Length - FT 31 NETAFIM- WASTEWATER DIVISION BIOLINE - x�:_., , : �� F � ,.�: I . III I. RIPLINE ° g , . --- D rr A298-S SECITION 9'r BIOUi E - -- V . Bioline dripper inlets are positioned in the center of flow where water is the cleanest n y APPLICATIONS • Pressure compensation-all drippers deliver equal flow,even on Typically installed fallowing a treatment sloped or rolling terrain. process • Unique flow path-Turbonet technology provides mare control of ° Can be used with domestic septic tank water and a high resistance to clogging. effluent with proper design,filtration and operation • Continuous self-flushing dripper design-flushes debris,as it is detected-throughout operation,notjust atthe beginning or end of a Reuse applications including municipally treated effluent designated for irrigation and cycle.Ensures uninterrupted dripper operation. other disinfected and non-disinfected water Single hole dripper outlet from tubing: sources. Better protection against root intrusion s s FF sAt`PECi"ICAT�r�.POS Allows the dripline to be used in subsurface applications without —1 need for chemical protection ° Dripper flow ratesi 0_4,.0.6 or 0.9 GPN • Drippers capture water flow from the center of the tubing-ensures ° Dripper spa cings.-'12"h8"or 24"dripper that only the cleanest flow enters the dripper spacings and blank tubing • Built-in physical root barrier-drippers are protected from root ° Pressure compensation range:7 to 58 psi intrusion withoutthe need for chemical protection.Water exits dripper (stainless steel clamps recommended above in one location while exiting the tubing in another. 50 psi) • Three dripper flow rates-provides the broadest range of flow rates ° Maximum recommended system pressure: available.Allows the designerto match the dripline to any soil or slope 50 psi condition. ° Tubing diameter:0.66"OD,0.57" ID • Bioline tubing is completely wrapped in purple-easily identifying itfor ° Tubing color:Purple color indicates non- non-potable use,regardless of how the tubing is installed. potable • Anti-bacterial-impregnated drippers-prevents buildup of microbial ° Coil lengths:500'or 1,000'(Blank tubing in slime. 250') • Can be used subsurface-Bioline can be installed on-surface,under ° Recommended filtration:120 mesh cover or subsurface. ° Bending radius:7" • No special storage requirements-does not degrade if stored ° UV resistant outdoors. • Techfilter compatible-an optional level of protection,provides a Tubing material:Linear low density limited lifetime warranty against root intrusion. polyethylene Additional spacing and pipe sizes available by special order.Please contact Netafim USA Customer Service for details. LOWRIDGE ONSITE TECHNOLOGIES, LLC LOT-HWN-.7-CON Manual Flush Headwork PRESSURE GAUGE .75" MANUAL DISC FILTER DF75-120 F '�l SUPPLY FROM PUMP _ JE ARAD 3/4" FLOW METER 17" 21 EFFLUENT RETURN Q ® I � I - t I t t 16" Plan View A Fes, n.t.s. M V IN FROM OUT TO DRAIN DRAIN FIELD Specifications: (RETURN) FIELD Filter: (SUPPLY) •Mesh:120 mesh(130 micron) Filter Body and Cover:Reinforced Polyamide Disc Rings:Polypropylene O-Rings and Seals:Nitrile&EPDM Clamps,Spring and Bolts:Stainless Steel •Meter: Temperature Range:-40'-160°F(-40°-70°C)•Maximum Pressure: 140 psi(9.65 bar) • Size:3/4"Composite Plastic Register:Includes reed switch and measures in 1 gallon per pulse increments Maximum Pressure:145 psi(10 bar) •Gauges: 0-100 psi range(0-6.9 bar)•2"Glycerin filled Flow Range:2-15 GPM Maximum Pressure:100 psi(6.9 bar) Inlet/Outlet Pipe&Diameter:1"Sch 40 PVC Valve Box: •NDS Pro Series rectangular 14"x 19"valve box with bolt down cover Ordering Information: Model Number:LOT-HWN-.7-CON Description:Manual Flush Headwork PVC SDHPresswe Pipe andSchedure 40 Fith�q Plpoandf,Mn9s shellbemanu}ecturedhom K—ropoerW-ith.-11 Class of 124u nel�,,D t2a4—Lcoolo-i„M NallonaMwW,uae Lowridge Onsite Technologies, LLC Fourx atton(tYS�Starwards-14 and 61-Plie_shall be iron pipe WAGPS)contorminglo ASTM D22411orplein-ond_pipeand_ASTM 026721or Lake Stevens, WA 877-476-8823 belled-arat_pipe.PVG Schedule 40 61IMS.shalLmnfam to AMMD2466- Mplpeandlanpgr to be insudledln acowdance_with menu,acu,re['srecnrnn,endationsmdJwal codereyWremenls-eueedppe shale be installed in www.lowridgetech.com accwdance�eath ASTM F 1666-_SoMent ceme❑[sshall confurmloASTM D 2564 or eouivalent.Pipe andMfVs are intended for pressure applications Where the temperat . 1 nf0 @ 1 O W CI(�geteC tl.COm u re will not exraed 140'F. GUARDIAN AIRNACUUM AIR VENTS —A GUARDIAN AIR&VACUUM AIR VENTS I I STAGES OF OPERATION 1. The Guardian discharges large quantities of airthrough an opening equal to a large size standard vent.As water enters,the float rises and forces the air vent to close. fs 2. During normal flow,while the line is under pressure,the air vent remains closed. J3. As the line empties,or during a drop in pressure,the float drops down and opens the air vent.Air is admitted,breaking the vacuum created by the withdrawing water and L� prevents the collapse of pipelines and suction of soil into dripperlines. DIMENSIONS MODEL I NOMINAL DIMENSION DIMENSION WEIGHT CONNECTION NUMBER SIZE A I g 3/a"Guardian NUMBER 2-36" 5.11" 0.22lbs NPT Male Thread 3A"Guardian with Shrader Valve _ 65ARIA075S J _- 2.55" _ 5.11" 0.44lbs i"NPT Male Thread r� 1"Guardian 65ARIA100 1" 2.36" 4.79" 0.351bs 1"NPT Mate Threatl --J --——! ,� _ 1"Guardian with Shrader Valve 65ARIA100S i� _ 2.55" 5.11" 0.44lbs 1"NPT Male Thread 2"Guardian _ 65ARIA2 2— 2.877" 4.79" 0.44lbs 2"NPT Female Thread 3" 65ARIA3 3" 4.10" 6.Guardian 50--" 1.301bs I 3"NPT Female Thread -- _- _l _ J -_-1 --- NE TA FIM TM GROW MORE WITH LESS NETAFIM USA 5470 E.Home Ave. Fresno,CA 93727 CS 888 638 2346 F 800 695 4753 www.netafimusaxom ANJ3 OM,