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SEP2015-00022
•,4.. �° F f) Jefferson County Department of Community Development ;+. 621 Sheridan St, Port Townsend WA 98368,(360)379-4450 per n, ,r SEPTIC PERMIT APPLICATION •f : PROPERTY OWNER 'FAIR I CA MAILING ADDRESS ' ► I , E.a EA ' d�•� : ; ►1 ��L iICSEN SE. v .. A. 'g ` �. IM9 T� # Ire o r PHONE ( ) Elrl r t1/ SYSTEM DESIGNER ER t C.S E N b ES t E1 N Designer Phone# .34,1(3-AO l -0 3 P4 LEGAL DESCRIPTION: Section off' Township 30 N Range W PARCEL# 00 P.-0/-2.14(3a0 Subdivision Name l-j PrN SON SHORT PLAT Division Block Lot(s) I Site address/Directions to site 114-6P., Ci AR O f N E R BEACH RD. SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ( New Tank/s only Private Residential ADU Modification )C Public it Commercial Expansion Community Upgrade Repair SITE SIZE 4-4 ACRES SYSTEM TYPE Partial Repair (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# 5EP b(,- 457 Alternative ESC. Redesign No SYSTEM DETAILS Number of Gallons/day Soil type (attach soil eval.) Application Rate gai/sq.ft./day Drainfield Length ft Trench Width ft. Trench/Bed Depth in. Septic Tank size gal. Pump Chamber size i00 gal. TYPE of system PUMP 15ASIN 4 TRA .JS`PORT LINE TO E.X. SEPTIC TAIL By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. My 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. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. 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 w;iiiiater ob .in permission to build a permanent residence or other structure on this parcel Any f pli• 'o wit •- separately judged by the rules and laws in effect at that time. Property Owner Signature Date FOR OFFICE USE ONLY 7/5-k- PARTIAL i,5 EP ASBUILT ''�,` iJ D FINAL7/ y l (D APPROVED /? l INSP/PUMP TEST 71 - 4:3- :b/131161fV43r 1 114 t t, "� BALLL HOW REQ.MET y729/f 4 V Date I f% 1�j Fee t/1 V Rec# 2 Check# Case#SEP Q S� ' Z�-- H:\WEB\PDFS\Septic\septic_permitapp 2008.DOC JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 qN i tint, www.jeffersoncountypublicheakh.org 1-'hone 360-3Ftb-9444 Fax 30U-3(9-446 I • ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP15-00022 Date Received: 02/02/15 SITE ADDRESS: 1452 GARDINER BEACH RD Date Issued: 03/05/15 SEQUIM, WA 98382 Date Expires: 03/05/18 APPLICANT: PATRICK KALE PHONE: 1452 GARDINER BEACH RD SEQUIM WA 98382 LEGAL DESCRIPTION: HANLON SHORT PLAT LOT 1 SUBJ/OPEN SPACE TRACT PARCEL#: 002284020 Section: 28 Township: 30N Range: 2W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: PUMP CHAM TO INDIV SYS No. of Gallons per Day: Type of work: MOD Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 80 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 Envir.nmental Health Specialist This permit with conditions must be onsite during ill phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES • • CONDITIONS OF APPROVAL- PERMIT NO.: SEP15-00022 1.) The conection to the existing systems 4" influent line must be placed well befor the inlet bafle of the septic tank. Make every effort to disperse the energy from the pump to reduce the stiring/mixing of the solids in the septic tank. 2.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 3.) 5' separation required between vault and foundation 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.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A 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 7.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 8.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 9.) 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. 10.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 11.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. 12.) 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. 13.) 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. 14.) 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. 15.) 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. SEP15-00022 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 3/5/2015 ,. JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer 'ER L CS E N 1 E t t) Permit# SEP IS -.2a, Installer CEI6 TERUIJE C JEcc IsSE`r ) Parcel# 60.212.8 4021) Electrician ME Y ER E.Z.�GT`K ti C, Design Flow Property Owner ?Mt. C r\A-La Site Address 14EG 1 Gfl'R7D L Welk. Wt-C-H 121). Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Pump chamber (manufacturer, size) riRE.0 CO Ft if 6 4 7 f7 -i Screen(s)and/or Pump Shroud (type, location) N f f•t Were Tanks tested onsite for water tightness? Yes/ Panel Model TA Al K ALERT I Timer Model I\VA Pump 1 — Man./Model Li15ERT'( CE4 1 A Flow Rate tO qpm ?—(7'13- Pump Location (i.e. garage, treatment unit, basement) I')t'L1? V Av LT AT G4.R tr .6 Float/transducer settings Inches Timer from bottom of tank- On/off- 131' c 1 (,"()Kin. Functions: On sec/min Veto - ■/A. in. Off- sec/min/hr Alarm - 34 in. Veto On - >^ sec/min Storage Above High Water Alarm ,30 gal. Veto Off- sec/min/hr Dose Counter Reading N/ #gallons/dose 13 gal. Elap. Time Meter Reading K A min/hrs Pump Throttled? Yes Nod Dose Drawdown (in inches) I in. Pump 2 — Man./Model Flow Rate qpm 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/hrs Pump Throttled? Yes / No If additional pumps-complete the info in this table Dose DraWdo' (in inches) in. for each and attach. Other Tiper fuytions & settings (e.g. override on/off) H 1 tEB1O sbuilt eport_Form.doc 04/28/10page 1 of 2 °"%. 4PL)iP?.JUP1 ;i4P L`1 ‘ , r„y , • Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location Sand Fill met design spec? Yes/ No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield , Transport Pipe size, schd, diameter *el £'f 4,0 Manifold size/schd 6- 5_is Orifice size Lateral Size/schd Barrier Material Cover Material/Depth Residual Head (lat.# & ft. Head) The laterals/pods were balanced Yes / No Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep Drainfield Length ft Width ft Depth inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary TANK Tikftos'ov.-T LItJE INS?EC,TEh !v-' -IS. PUMP TEST •Do 7- 17- 15. Health Department Inspection issues resolved Yes / No/elf yes how? Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached Yes/ No /OP Installer Certification attached/signed C9/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY TIM INFORMATION PROVIDED ABOVE WAS VERIF=IED 'BY INSPECTION, Tf-(E SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED byJftttRSON COUNTY 3-5-14 (DATE) OR TffAT Cf-MNGES flAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272. r�,i,+ &QA4t { C4 ►^ 7- �0 is 5180.26g 1 0,>r Designer Signature Date License# ', re- ' orwn, H:\WEB1ONSITE\Asbuilt_Report_Form.doc 04128/10page 2 of 2 /41 oo259 dr �'BERNT' UL ERICSEN EXPI' 0 11 7-1.0 15 , . 4 N \ 4.--zX \ i a \\ \ i I N v N \ ! iv " a ! O 1 c t °_' ,'' 3 co 5,�O v p m al A ' / c c 1 cc o I } O = I `,0 j + �\t II s �0 :W / 1144.'*tilt e , " _ I ®nr 4: '. h tt �++rrrroll `o "•.,. r.'.. .r i 1 'd t:t` ...,t- .......P,, Ji 073: ' 1 ` A ' I o I 1 o 0 X I , N o . t peck .- - ( i 0 0 cn I „9=LG = = a 31` ., .os o �, o o y CD A N r .)i 01 N v 0 co o 44:top, 0 o _ 3N11 k Ili O o`� ?, N /ci i CO /� ,/c:'' 11 = 0) om a> N� �i- ;U Q '' = < z Ul fl. N m 0 co m Ic...) m o co of n U) 0� 0 `t. m o J91 co J iz„,.., ,, ,t,,f7 tra 4`',., ";3 $t‘,. 'r X6£ In e. r.; N l. CC 4 hi tt ,a +i . '..'�$$ WA 1% Patrick Kale F il�� % , :;74P, , 44 002284020 h 2g ~`'1 BERNT PAUL ERICSEN--1 n11�on On (�o �� L s 7 %%'%."'''S' NER Protect Description: �nt91 �n�,, EXPIRES 11/ , Install pump basin, pump and transport line to accommot„bathroom in 2 1 proposed garage connecting to existing septic system ( SEP 06 –457 ) Pump Basin An Orenco PB 24 54 Pump Basin to be used. Install basin on 6" bed of pea gravel. Pump SEWA;r:E DISPOSAL DESIGN Liberty LE41A solids handling pump. Approved illy farm Date Tank Alert XT alarm panel is to be mounted outside, within site of the pump chamber on a post or on a wall of the building. An on/off and high water alarra- foats are required. Transport Line Install approximately 250' of 2" SCH 40 PVC from pump basin to inlet of existing eptic tank. Install 4" wye approximately 2' from septic tank inlet and reduce Ais down as necessary to accommodate 2" transport line. Install check valve, union and gate valve in pump basin. Dose Set on/off float for approximately 15 gals. This is a demand system. Inspections Contractor to contact designer prior to construction to set up pre-construction meeting, and inspection schedule. Contractor to contact designer for pressure test. General Construction Notes 1. The work described herein consists of construction of an on-site waste water system. 2. The contractor shall be knowledgeable and experienced in the construction of this type of waste water system and shall hold a valid certificate from Jefferson County Division of Environmental Health. 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. , Q.A%, '°? 0 "N3 1. Any inconsistencies, errors, or omissions that, in the opinion s ‘s X<, installer, would compromise the quality of the waste water system shat %c reported to the designer prior to construction. ��`a� ley 1. Transport pipe and laterals shall be Schedule 40 PVC, unless otherwisiPiex stated in design, solvent welded joints. All fittings shall be Schedule 40. All transport pipe in traffic areas shall be Schedule 40. Back fill 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 as described in plans. 2. 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. 3. 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 waste water system in accordance with WAC 246-272A-15501. 4. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 5. The installer shall grade to divert all surface water runoff away from tanks and drain field/reserve areas. 6. 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. 7. Notify designer 48 hrs. prior to pressure test, after permanent power has been connected to panel and L. and I. inspection complete. Any deletions from • plans, or necessary adjustments, shall be completed by installer. 8. 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. 9. Setback from the building foundation wall shall be 10' minimum to drain field, 5' minimum to tanks and 2' minimum to non-perforated sewer pipes. 10. Setback from property lines, easements lines, and driveways shall be a minimum of 5', for both drain field and reserve areas. 11. Water saving appliances, fixtures, and practices are to be used. 12. The septic and pump tanks, drain field and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 13. The installer is to verify pump requirements at the time of installation. 14. The designer is to provide the " Record Drawing " and letter of certification. 15. 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. V G 1 �Caj o 00/ N (I) 0>01 :J- Nw D'0'0N s: D-' m 2Am4 VD) -IrN 3 U37. 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Cn TIIIII "' i 0° I° ~d III WOW X C' D �` m 'rr� • z N 1 .'• m rb 1 'I1j+,Ai�mill cramm000nmKM 30' 0v z 121.1,4i, mmrAOVOmzcn z ill SPISO N-0 DDZ Z i=11.b, w o0Fmci0>6w I r••. ) (.•,: :4 Dm RFS \ 'i_ I=� p=1n cc� n°v D A 6030-f r r ±. : ;1 NX �\ Rl' R \\ m O _11111 Ao(Dn °�An= q \ r I ro \ Fq \ D X �o Am CU •• mmmow N c x N (n \ / I°�1m0 °Z z iD o -1 NnrOAP :9 J) n �m 0� cb in '» 768'± - .. .- ' Cl.. S.• -'R�n / o v, o >° Ln TITLE: DRAINAG PLAN FOR PROPOSED GARAGE 1�` -, nd m m -401► co F M > JEF ER COUN PAR NU, BER .02 ':4-02\ \i� 9 (+f ti, )k\k.\,‘kNyk'Nil i k , 1 1\6 6,, :,„ , ts'i, ‘ . cm -S. ,/,;,4„'‘ ■ . , t „N,A41\\' - o • � + Cn 1-\'' 1\ �` �� 301 ST 6TH ST. SUITE 1 t I'1 \ A NC. \ 'ORT GELES, WA 98362 ` �� P.O. • - A ♦N '1• AT I XO E: 60) 417-0501 SEQ A 98 ..2 r , INC.- '0'7,LL 5 IL: ZENO OZENOVIC.NET -v • ,r...' ..!...•::. •• - '' ' .,,,,r1 . • .. , . ' . 444 ,4$46. • • Y— ' 1,, ! ., .'s . 2, , . , . .. . 4 , ..-a " f • '-li..- - —4 . . . 4 * do :et* p • . , ..... A* . . . .t.r. . , .., I ti • 4 , i 4ir . , . tr ei sr 4* of 4 i ur • 4: xlV t it 49, 41 * st 140. .° 4, f Orencox, * tk- * t-* PVC Pump Basins f °�h Vee z ir o �� e ,0/710,, tie) Applications General a••. Orenco®PVC Pump Basins are designed to house effluent,sewage, Orenco®PVC Pump Basins come in 18-,24-,and 30-inch(450-, or grinder pumps in wastewater pumping applications.They are not 600-,and 762-mm)diameters.Lids and bases are fiberglass; lids IAPMO listed. are fastened with stainless steel bolts,bases are attached with epoxy. Watertight EPDM grommets seal all piping penetrations.A 4-inch _ (100-mm)inlet elbow and holes to accommodate splice boxes and ,:'ice_" ` , ' ' discharge piping are located and sized to specific need.Optional . ,°.y r, equipment is available. Standard Models PB1854,PB215 PB2454PB3054 t _ (See page 2 for Pro c e Diagram.Custom basins are available for specific configurations.) r , k� 7 � �- - Materials of Construction ,f'iee, rM„ 7 Ribbed pipe PVC ' ' " - � ' F' Lid and base Fiberglass reinforced polyester s A' Fastening bolts Stainless steel Grommets EPDM Specifications �'"t Or� Model 0.D.,in (mm) i.D.,in (mm) Liquid capacity gal./in.(Llmm) ,,,, � PB18XX 18(450) 17.50(445) 1.06(0.16) ate` ° fi1/4.PB24XX 24(600) 23.50(597) 1.88(028) r � t P63OXX 32(810) 29.50(749) 2.96(0.44) s� pESZG ., A� 'ENAG�pISPOc , �on S roved isr 24-inch(600-mm)PB24XX PVC Pump Basin App (Shown with optional cleanout and vent) pale Orenco Systems®inc.,814 Airway Ave.,Suthertin,OR 97479 USA•900-348-9843.541-458-4449•www.orenco.com N1D-PS-PB-1 Rev.1.1,007114 Page 1 of 2 r ‘y o�� °'� LE4O-SERIES TECHNICAL SPECIFICATIONS ta�eat • �h PUMP IMPELLER The pump(s)shall be model LE. I n A The pump shall have a VORTEX style impeller as manufactured by Liberty Pumps,Bergen,NY, capable of passing a 2"spherical solid. or equal. The pump(s)shall have a capacity of 10 GPM SEAL at a total dynamic head of 6.7 feet. Motor size The shaft seal shall be of the carbon/ceramic shall be 4/10 horsepower,single phase,60 hz. unitized design,with BUNA N elastomers and and 115 volt operation. stainless housings. MOTOR EXTERNAL CONSTRUCTION The pump motor shall be of the submersible The pump volute, legs and motor housing type,oil filled,hermetically sealed and shall be shall be gray iron castings,ASTM class 25 or thermally protected.The overload element shall better.All castings shall be powder coated automatically reset when motor cools. before assembly.All fasteners shall be of 300- Motor windings shall be of the class B insulation series stainless steel or brass. rating.The rotor shaft shall be made of 416 stain- LEVEL CONTROL less steel and shall be supported by lower and Automatic units shall be controlled by an upper ball bearings. adjustable, mercury-free,wide angle float switch. The power cord shall be of the quick-disconnect Float cord shall be equipped with a series plug design allowing replacement of the cord without for manual bypass operation. breaking seals to the motor and/or oil chamber. MODELS HP VOLTS PHASE AMPS DISCHARGE AUTOMATIC IMPELLER LE41 M 4/10 115 1 12 2" FNPT NO VORTEX LE41A 4/10 115 1 12 2"FNPT YES VORTEX 10'cord standard on above models.For 25'cord options,add a"-2"suffix to model number. Example:LE41A-2 for Model LE41A with 25'cord. DIMENSIONAL DATA 60 hz PERFORMANCE CURVE Weight LE41 M:40 LBS. Liters Per Minute 1725 RMP 0 76 151 227 303 379 454 530 Height 14" 25 8 Major Width:10.75"(manual models) 20 6 u. 15 5 Maximum fluid temperature 140°F SN m a o DISpOSAI- 3 a 554 NCI- C1 trtICT 5 PPpro\led •1 2 y 0 0 Date 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 U.S.Gallons Per Minute • co® IMAMS ® C US Specifications are subject to change without notice. Liberty Pumps•7000 Apple Thee Avenue•Bergen,New York 14416•Phone 800-543-2550 Fax(585)494-1839 www.libertypumnps.com Copyright 0 Liberty Pumps,Inc.2011 All rights reserved. LLIT 2400 R10/11 TANK ALERT® XT Alarm System Versatile,indoor or outdoor liquid level alarm system. This alarm system monitors liquid levels in lift pump chambers, sump pump basins, holding tars � sewage, agricultural, and other non-potable water applications. Li;, " The Tank Alert®XT indoor/outdoor alarm can serve as a high or low level alarm depending on the 0 float switch model used. � The alarm horn sounds and the red beacon illuminates when a potentially threatening liquid level condition occurs. A"power on"light on the switch indicates power to the alarm panel. FEATURES SPECIFICATIONS • Enclosure meets Type 3R water-tight standard. VOLTAGE:120 VAC,50/60 Hz Automatic alarm reset, horn silence switch, and alarm test switch. ALARM ENCLOSURE:6.5 x 4.5 x 3.0 inch (16.51 x 11.43 x 7.62 cm), indoor- 111 Alarm horn sounds at 85 decibels at 10 feet(3 meters). outdoor, weatherproof, thermoplastic , • Alarm system (when installed on separate circuit) operates even if meets Type 3R water-tight standard pump circuit fails. ALARM HORN:85 decibels at 10 feet Wit • Complete package includes standard SJE SignalMaster® control (3 meters), meets Type 3R water-tight switch with 15 feet(4.57 meters) of cable (other lengths available) standard as installed by factory and mounting clamp. ALARM BEACON:UL Listed,Type 4x beacon UL Listed for indoor or outdoor use. assembly CSA Certified. 516/1AUNG TEST/SILENCE SWITCH:certified to IP66 and • Three-year limited warranty. ® W U` IP68 standards LR54245 g uSTEC AUXILIARYALARM CONTACTS(OPTIONAL): 2t0 120 VAC,5 amps max.,50/60 Hz draulic PRE-MOUNTEDTERMINALBLOCK (OPTIONAL):20 amps, 120/230 VAC POWER CORD(OPTIONAL):6 foot OPTIONS (1.8 meter)cord with 120 VAC plug When ordered with the alarm,the system is available with: FLOAT SWITCH:SJE SignalMaster®control switch with mounting clamp alternate float switch models for high or low liquid level warning. Cable: 15 feet(4.57 meters),flexible 18 auxiliary dry normally open contacts for easy attachment of remote gauge 2 conductor(UL) SJOW,water resistant (CPE) devices. Float:2.74 inch diameter x 4.83 inch S premounted terminal block so enclosure can also be used as a long (7 cm x 12.3 cm), high impact, junction box for splicing pump, pump switch, and pump power. corrosion resistant polypropylene Meets NEC standard for junction boxes. housing for use in sewage and non- • 6 foot(1.8 meter) power cord and liquid-tight connectors. potable water up to 140°F (60°C) Maximum Water Depth:30 feet (9 meters), 13 psi SPA `o� Electrical:5 amps, 125 VAC/250 VAC, ��1c�Q0 O• 50/60 Hz c P p�o�ed fa RhSJfius, PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax SEE BACKSIDE FOR ORDERING INFORMATION. email: sje©sjerhombus.com SEE PRICE BOOK FOR LIST PRICE. www.sjerhombus.com m Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 A SEPTIC PERMIT APPLICATION PROPERTY OWNER Andrew Hanlon MAILING ADDRESS 20818 2nd Ave. S ` 0 1 2606 Des Moines,WA 98198 PHONE ( 206 ) 255-9714 SYSTEM DESIGNER Ken Warren,Soils Application Designer Phone# (360)683-6300 LEGAL DESCRIPTION: Section 28 Township 30N Range 2W PARCEL# 002-284-020 Subdivision Name Hanlon Short Plat Division Block Lot(s) 1 Site address/Directions to site Property is across the street from 1471 Gardiner Beach Rd. Sequim SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New X Private Residential ADU Modification Public X Commercial Expansion Community Upgrade SYSTEM TYPE Repair SITE SIZE 241,61 1.45 s.f. Conventional Partial Repair- (tank) (drainfield) Previous Evaluation Alternative X Designate Reserve Area Yes# Redesign No X SYSTEM DETAILS Number of Gallons/day 360 Soil type 3 (attach soil eval.) Application Rate 0.8 gal./sq.ft./day Drainfield Length 45 ft. Trench Width 10 ft. Trench/Bed Depth 24 in. Septic Tank size 1000 gal. Pump Chamber size 1000 gal. TYPE OF SYSTEM Pressurized Bed 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. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. 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=his 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 application will be separately judged by the rules and laws in effect at that time. Property Owner Signature Date FOR OFFICE USE ONLY Z-40 /CCP PARTIAL ASBUILT 1�1 1,61 O� FINAL 1 APPROVED INSP/PUMP TEST 1`L i l,01 PUD it I l o 1 ALL HOLD REQ. META sSZ 767 Date/1--/ "0 6 Fee j 2,3 Rec# � �- 3 J Check# / 9„2.. Case#SEP a- 15r1 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP06-00457 Date Received: 11/01/06 SITE ADDRESS: 1452 GARDINER BEACH RD Date Issued: 12/06/06 SEQUIN, WA 98382 Date Expires: 12/06/09 APPLICANT: ANDREW W HANLON PHONE: 206-255-9714 SHEILA G HANLON 20818 2ND AVE S DES MOINES WA 981982908 SUBDIVISION: HANLON SHORT PLAT BLOCK: LOT: 1 PARCEL#: 002284020 Section: 28 Township: 30N Range: 02 W DESIGNER: KEN E WARREN PHONE: (360)683-6300 SOILS APPLICATION INC PO BOX 387 CARLSBORG WA 98324 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. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON Thls 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 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. / / R MARX, Jefferson County environmental Health Specialist The property owner is responsible for the accurate location of all prope y 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. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 140-PRESSURIZED BED No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 45 feet Width: 10feet Depth: 24 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE • CONDITIONS OF APPROVAL- PERMIT NO.: SEP06-00457 1.) Water and power lines may already be installed. Installed must assure a 10 ft. setback from water line. 2.) H - AS PER WAC 246-272 AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. While the County strongly recommends that the property owner allow inspectors to enter their property to inspect the system in order to insure that the system is functioning correctly, the property owner always has the right under the Fourth Amendment and our State Constitution, to refuse the inspectors access to their property. The property owner never loses the right to refuse access and can do so despite never having refused access before. 3.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED AT, 6 MONTHS, AT ONE YEAR AND EVERY 3 YEARS THEREAFTER. 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. 6.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 8.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 9.) Contact designer prior to installation for staking of drainfield area. 10.) Divert all sources of drainage, including roof drains away from septic tank and 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.) 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. 13.) 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. 14.) 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. 2 of 2 11/22/19 I:\F_SEP_Permit.rpt JEFFERSON COUNTY COMMUNITY DEVELOPMENT 621 SHERIDAN ST, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT County Inspector (to be filled in by County) Date Inspected by County cg' Designer Eric Hibbard Permit# SEP,98-00457 Installer Owner Install Parcel # 002-284-020 Electrician Graig Johnson Design Flow 360 Property Owner Andrew Hanlon Site Address 1452 Gardiner Beach Rd, Sequim DATE ITEM SIZE/MANUFACTURER/CLASS/SCHEDULE INSP. Tank (size, baffles, risers, etc) 1000 Gal, Peninsula Tanks 09/14/07 Pump chamber(size, baffles, risers, g/ inch, etc)1000 Gal, Orenco 09/14/09 Screen(s)/Pump Shroud Float arrangement Pump #1 Transducer ZB-05 on (a7 20" High 38" Veto 43" 12/11/09 Pump #2 Emergency Storage Above High Water Alarm (#gallons)440 Gallons 09/14/09 Pump #1 model &flow rate at time of installation Gould WEO511 H 45GPM 09/14/09 Pump Throttled? NO 09/14/09 Pump #2 model &flow rate at time of installation Pump Throttled? YES/NO Anti-siphon device N/A Sandfilter basin high water alarm shuts down pump to Sandfilter Yes No N/A Dose Counter Reading #1 Elap. Time Meter Reading #1 Dose Counter Reading #2 Elap. Time Meter Reading #2 Dose Drawdown (in inches) 1st Basin 1" 09/14/09 2nd Basin #Gallons/dose 1st Basin 20 Gallons 09/14/09 2nd Basin Panel Model Aquaworx Timer Model IPC 501-0507 500 358 09/14/09 Other Panel Settings Timer Functions: On time 27 Sec Off time 2 HR 09/14/09 Other Timer functions & settings (e.g. override on/off) Veto O/11-r19/"7E err 9041. 7 Alternative Asbuilt Form_05-10-04_pdf Page 1 of 2 Other components (alternating valves, treatment units, UV light etc.) Transport Pipe 2" SCH 40 PVC Manifold 2" SCH 40 PVC 09/14/07 Orifice size 3/16" 2/1/2' on CTR Lateral 1 1/4" SCH 40 PVC 09/14/07 Barrier Material Cover Material/Depth Residual Head (lat.# &ft. Head) 43" at all Laterals 12/11/09 Caps for measuring residual head stored (location)- //1, Sand Fill (met ASTM?) OK Sandfilter Basin 09/14/07 Mound/Glendon Site Prep 09/14/07 Source of Drainrock N jC / k Cleanliness C''7 Drainfield Length 45 ft Width 10 ft Depth 24 inches COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additionalsheet(s) if necessary Needs outlet baffle screen, receipt required. Users Manual Provided to Homeowner YES Date 12/14/09 Installer Certification attached/signed YES/NO ATTACH ASBUILT DRAWING signed by Designer or stamped/signed by Licensed Professional Engineer t„, I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, THE SYSTEM APPEARS TO HAVE BEEN INSTALLED AS DESIGNED AND APPROVED %`LICENSED D SIGNER .i by JEFFERSON COUNTY 12/06/06& THAT CHANGES owes run %'o HAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272A. E' c— //1. /! d _12/14/09 5100362 Designer Signature Date License# inspection notca by Health Department inspector Alternative Asbuilt Form_05-10-04_pdf Page 2 of 2 a ,. u) . 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O-tr \ �7 m •: :.o I '' ? nmv�z° �� —roc" / 000 w zwcmoo ,,v w r*� / ° z m t - I Xozr-D r-.4 mrA+ m \ \\ \ �\ r-DZ � i m -r tn -0-4rrir- mc7 �,:3Ao r/\ /\ /\D ° ut . 0 1 - 24" MIN. - 24" \\�\\\/\\\ \\\ \\\\� \/�` \/ \/ r-X 8.2' ••:% co //\�Cl •:'. ` �� \ `�- mS Q / VI o) t I ry /\/ n I-x-14"-..--1 D2 cD * 0 u \\\' - ` 0Z0 N ®� lam\ �` 0 1 cn0 =n . \ 18" l r ---18" _. 22- o v� -s I \ rb- a' '-'r caDm° 1 �w 1Y4"0 PVC TO n\ o = I '� (�� DRAINFIELD a z y . �_ik / . \%\/\/\/ PRESSURE '''' P o O - N./j\//\/\//\//\/ LATERALS (A o N ■ /\/- �: r- �: S \ k4 got_ w� cnv Ay aw <D n c0 v m cofhw - lg•���_ %r/ ' - - ` r- a 2m0 m cnm Dz 2 D < \ \ti rn m->� q,•.qr \/��•� ro ` o �o Dn �nr- r- m r n °08��►E_) FR �� \/��Li o A — ' ` coo 03� oz m'' , � o �� N Yeti .. .y/// �\"t%r y / _ �Z �ZZ o° Q < z \ N a `a, , ..4.,// z �// . ur Al ire ��i 2 ` " -+ o -c i n o I �~ $ Z` .. s• /// o `/`1i o r ` 2rz ! mil <,00 .// rt `t�_� x U , -. ` 38" WORKING - - 440 GAL. ll: m n O ` • U / \ ` VOLUME EMERGENCY `l\ a . m fD \ STORAGE 'i \ sp Al , ...c7., e rn 1..4.., g.,. 0 *0 : %It, ,-., § \ \ • .• .. .-.• .• .• .• • • . , ,, A.., 14 6 up., , i 40 . .1.:. r,,.._ ,0_,0 ______11 r-rri \ \//\\,\\ X/\ //\/ . 00. 04011111 rn r-Z ti () \\i -i z m w D D 18"--r- ig-9 : ri'• "1 ADO �Zy - r". Z rq N O O y W ° ° w h o00 cz, ° oD 13 42' 0 z t-4 C -Co i�m 2a, �`r >✓ P b m pDC ~ O (Il m 0 Pa z ° a o cn C ,� I m ° Z o D ON—SITE WASTEWATER DETAILS SOI LS APPLI CA TION, INC. -'`� z o 0 TAX PARCEL # 002-284-020 o "' - w 0 ° 0 863 CARLSBORG ROAD, SUITE A, m 0 Na o PRESSURIZED BED SYSTEM FOR SEQUIM, WA 98382 GI cy, ANDREW HANLON PH (360) 683-6300 FAX (360) 683-5652 i m U) CO 0 _' O a W 0' O7 A C. 5 W w * ° -. G) . •nt 0 '--I N �I O) (P O w 0 O O a O. w „ .-0 O O ° m a m w s rn D S O 5 < 0m D S ° Z _ S - Q D 7- Z 3 . N , S 3 O N x m N DI - N 0 5,, D n n n a in S (D p • • • • • • • • O O 0 ,, \ -0 aw m o co oii c3S- o u, w = ° s � ° Z ? < o 0 a ? o w c Oc- z -Igw W * * mow = c' m 3 < �. 73 IL x w w = _0 -0 aa) D m o• o a) < .. m ° wa'10. o m m = o u, 4 °-_: o� c --°) w w 0) 0 -0 U. 0 CP w m q, _ c m 0_ 0._ cm) (ten 3 0. 5 a) m w 0- N o co a < r° o 0) = o = m m = Fin) 0 0 .0 Co. (o - °o m = v°, F, 5' %) SOac>' g o O co v vm,, ._7 a. o o n�i c m D ° O Dam u, o =': , am aa) m o a °O. N c o m =. a * o n) o w o � x. 3 �' O2 o- Z co m S = -. C - 3 P. -„ COCA ° ° o - m ' = - o - w_ � (o_ Sw_ _ • 3 -1 0 0 m ° w -0 (O - G - ° co co ., _ m w >•v m a v_ ° D m c, °1 ni a •_,,a) = s 0 U) 0 m w 0 m -. 0 ICJ m w w -. a3 - o Oa m m CD v, o- 0 :-...1°_• CO �. � m 13,' o = as °' a o �, _ _ °c ° ° � Dn < n,5 co 7J v c Z 0 m U( 0 0 = (l) (=n m 3 -0 0 ° c -0 ?CO 0 K a m a w m o w 0. o. 5 m 0 = m a,. .(�•. a N . n mK o v Sp S . m ,._0 w - > = K m .+ SK 3 •:-<"- 2) D -, ° S -'I S _ m O (D m (D N V, ,wrt, p 0 0) .(fl N w =' O 0(O .. _. 0' co N o m a co co -0 c 3. m n a Z ° m = �' ° m v, Crl m o = � 0 d m -, c 0 -0 _, v o• -- m a. ° m C) � O { aN = v, n(O = O CL u, ,--,- ..'-0 w m _0 a `< 7. (Q 0- v, < CO = m m (n a !v _M p c 0 Co w < (n o < o ° c ° o -0 0- y, o Sm c w °' < m o tno = m O 3 m rt a �, D 0 0 m = c a N U) 0 am 0- (n n o -a c - _ W 3 = z O -1 4) -, o (D _ -., 10 S o 0- c-0 S o = • (n .°-.• w �. w m = N . o d 00- O N r'• . 0 O Q� m v m v°, cs ° m m N m 3 ° (7 Cr =(n 3(°. = 3 0 � � _ ° a� co ° n°) ° o'z � � M ° mow CD m m = m m (rIO 3 w m w- v p = • aw = m 5. 0 3 60 = m w m 0_ Ri ,< m w = F, m g D "'a D ° = w -. N .0 w w : c o . 0 3 sw m = - m - m - (n w 0 a m m c Cn m = w O m . -0 c 9. CO 0 w (l) c U) _ a N = o (n m ff 0302. m C? O ff O ca ° u, vv CA =_(O o3 Ho =' m 2- 03 0 c Qa 0 ? wsw a = n=) m p' m < a^ m c -im (ml, w � � m co ° v . -0 K(Q 0 0- '+; 5 . N Sw o _ ° w w 0, w �_ < 6 _. w 0 n(o � o x0 v) ? a m � �, U) w m y-0 Cr 0 > > - ° ° p o o c o n ° 0 nw 7- m p a ° 0 = ' r1• O w ° ° (O a D Q O ° = 0 1 _ _ 73 1 0 = �i w W N S U) w �. S �_ (/, _ (D w O S a o.0 0 V N COO -_�'•. c ° .-., m D. m m O' °- a ' w 3 (�D _ "O 3 w S w S w C7 N D• CO 3 (J, (D m w -., x• 'O 0' ="0 O N (D, _ < w w X o c S - m oz) 3.- a) (D N w 0. n, 0' m = �' = m O m cr U) 3 - o - Ow o ,.r 3 " s + S < v ° m m N• � _, m _; a . m ° � (n 0 3 m m o � � 3 w w7°c"0 = ° "0 ° m m n-) -0 0) w v, a m ° Nw o vw,• o w m m c o CO n) m v w o o 7,-;-0 c scn D o m an d m = � _� O � � Q-,-0 °- gv o -0 m m 0v 0 c m m (� 3 0 0 a � � � -I 8 o aomi � ? d 7 V" ai w (D C Q 0 = CD n to m o = p w w m p. > a . w -, .. O N N D O c -:, w 0 op_ O_ g_ -� KO0 0 _*. o - . 00- 0 3 -., -0 O- �. � _ ° nai v - am 3 3 -0 ? m 0 _ aonai ni -1 � _ ? < m c o rto 0 � s ° ° 0 m o w Ncmi w CD) w x m m Cpo (o o = ° Q(a � � « a �� o m p o � � U) m Cn° O O c �' ,< N O a N N w 3 u) w w U) w N ' ° O N m ° _(mi, m a N (° (D wo m = pn o = -0c ? v < o 3 = Si ° O �. 7 N ° m -0 0 = ,-0 rn (n ° c > = n w Cr a 3 (D m cn * -•; a U) S CD ° _ -0 m ■ S = °� 3 (D 41 0 can) m w w n. cn fD 7 w ° , (o W m = cm . X. 0 D v u aw Saa-0Sc3. � 0 N mmm m� m � v zo m m0 c °-Yt° o � 3 m _. _ .•-r a w 0 CD 5o y p. ° .••' O) 3 O < N = w (A w _ (D ° co S n CD w N a O, co a CO -i G) b m Cn Cn ?I OD D Cn Cn 0) 0 CTi Cn U) �• u, W 3 0 - m -. w 0 m a-0 CO -0 0- m ET OD g m -0 v -I '-, -, c c m m memb0 �c � ti OKA Ow o = N = -. po o mm = _• � u, wm � Q) n) 3 3 z a a m a(0 mb = (� Cl) co . 0 � v a A- m . 3t°- a _ w m ° o D 3 -(o O OK 0 m w b b (D ci' 5. y. 0. " 0'`c (° 'I m wo ° m mm (. 'm a . ° ? 03 m (� a `� m b •� ° ° w N 0 CL 3 rn 2 m -e rn ._ c 3 D w (D m w = m ° m m p c Du, rt3 ° p z- ? v N 0. m („ 5E2 ' m M 0 a N '+ g o m u) m = > m m 0' 5' (°D 7 ° m a a w -* _• 6 w w 4. a Q m >; ? °' o �' n) m m v W y w 0- °' o m o av, _' ° aid (o o am (° � 0 3 m v, �' 71 _ - �' m o 7- m 5D CD W m mw (u O n. o r- LT), mm g)::' CD o3 mm ,gym in �. O : mom (KnN_ Jo .- : m (n Q. 0 g (. C o- N co w .< = O ""• '0"' j• N o o p = m c N m -0 m O CD • N A � � nNm � � � � Nm -' O -� N CO O � -I Q 000 0 m_...< r � � 0 Q O to O rtS ° _ (n DS CD 00 = � _ `<- ' .A O A O A (A K 0 S m co -• O N m m n- _ - O t0 CD _ O ° O = O ° OD co-1=' -0 Z co (O CO n Z m 2- S.' c N m a �. w -, 0 -w O N CD O L9 = w O O 0) N w O Cn 0 (O m =' 0 -0 -0 U) m N• P. _ () w ... K (CD S m - (n .mow m Y 7- Ste - (D A LSN - (O (O 90 a a a 0 �'K 6'-0 v =, a ,y, w _., O _ -„ CO w 0 D o o w co 3 .CO N w w ° W U) 0 0 ° N S".< 3 w N = m (i, m o S * _ 17 = n a ° a w U) (p * o w D * * O w C C m . ,Y(O p) O cn -� u' 3 m °« � m y -• wv v, a, 'co Co v3, °) w ° __ ° a o o m 0)o- 60. = 3 ° 3 ° _ ur K h o v m (D c3 Op , m e .n w co -" n (O (o a (� m ° 0 m = N a (n w �' rn m o a x• 0 D w m CO = N co = a N co Eu a N 11 0 3 co c O (n m 0 CD = ' O S o' �. -, ° o x(O o- c(o (D A o- cm ° ' N m n) a C) `w w 3 w =- = O v -, 0 7 5' m N o w - o _ _ = c m � w %0o v m ° O d ° � � aK D n II II K ° `< --=; m° a °)• ° °) (° m a co 0- a0 �' . � 3 0 A A 3 N -I ° ° c N -� 3 N x `G S (D =1 A A W o -, I ' m 0- N Q A c O m w =« (D w N O - I n) CO ° = w w -0 - N 0- (h ( l (A < m nO CD CD C = W ,t = w '< O N n- --.7 N = < � m m 73 oc<o m 0 w o m (n 0 o00 0 v9 0- 3 Qa CD co 7- a °c ai uci o m m o n , - a. X- ° . ° u) - Oa Cr tR -,.w - gy m o � ° c � � � o o (l) mc o<`i 3 ow 0 m a ° m m a - CD < Om 7-10 anm) CD am g m _ a = a ° v y 11 °' w m o aa) ,. = � o m hil m 3 ° `n N o 0 �'� n A- - N 0 x 3 o O � v N 3 w o O : � ° � w wn (O. m A 3 -Om = C m 3 = 3 0 =• o w `< (n R. 3 o c 3 3 m m � m S a(O o m 5--0 p -r1 ..0 CO m = m = - Cr _ _ _cl = co O CD w u) O 0 11 C = O a CO w w W m •_- w m •-• 0 m O N ° (O °O ° m m K ,< `G' N m ? N co n°) `G (wn o .O•. T w - n a) Cl)= W CD r. 3 C ° C D) m CCD w7 ° 0 +, `< S -I- m w a p "-0 = m 1 CO CD CD 6-°- a co 0 * a woo = xm wo = m 3 m c w ° c -+ 74, .< o = _0 m m ° 0 m = = K cxi o� 0 5- o- ._•' _ m .•' w N ° m m = m m -,, 7c m tmn = w '0 w °) _w ° < m 0' - ° ° wu' o O. o m ur a ur m am ° _ � � °x o o 0 3 (~0o mu �� 3 � oCn m (D .* 3 0mmw CD - N 3 m 0 _ i m s co K to m Q = aN N - a 0 (,) � 0 7 NN 7 w �. w c w a m m co w = 7C 6 m m EL- p w S w = co m ' m = o m = a R) p • • • • • • • as -1 0 sa 0000 0 � o WI o0 0 � ° n) U. oCcocm�cm (mn � 'N <� m ?vfDio ? EL.4. O 0 . 0 '-D o CD 4)i c o rr,4 fDOVmm� u' =- <- a)99100alo (naam U b 0 ° ? •-' 'a Q 'C9 moo ° =(°.(mr, tDm� � 3m((D2 . ' (� vmi O 7 tb (D m = a. tea'$ o� o:m.m m O) am m< vi o 60 ° (� ¢ _ y N m ' nom o atD°-' a° �(o m(ov m m °3) =� m �� < o tf■ (` 5 0, 3 m 4.(D < m (r (0o - c m . 3 p `���.. r+ m m m 3 c m a0 = „ m m a i) vau is �0 a u, rt G a ad. m 3 a m 0m m (D to V, �. a VJPJt!=a r+. (<D - m a) _1_0 'c m. 0O GI � fD-0 = mm m 4- 2 u, (=n (Dam oa mw0ow * o' oo = (P� oOo'« m ° a * c0 = � 0 t ► o w m o<-a g m .. y n c (O (D (O a rn " C7 �� y// Kv-. ($ m 3o m t00 w m = = oN co z- 0 = w ` •�" // u) „, ._0 n-. c a, . �' -v° m _.ER m ° p , d, (D m -0 = 3 co - m n.)a0. o m 0 m_ H. 0• s � l$� 0 Isl wi ��Y// c _(� v -DI -v m > > m G m N N 3 to v v w co = o a (n r. m N n v,•o '.m r;, 030 m mm c' (°n•0 - mvmu, m ".. (; i om -, �- = o o Q (D f° w w a = o) °v a *;,/'` \ �am � m3 v cco ou, -0ma z m A) -•. w w = w .(O (O w -1ur0 (n m ° m CnO0 N "-//' 7 ° = off) d IHI - m = ! I - HiU) UU_fl- -4 // lUdil mm 0m 1fl!_ 5i w a , i m * = 3 c 0 (� (D`� a 9 m c ' 3 ° c>• m Q a m (n k °) = Cr - O \ ^' m "j �(c A.3 = ?� 5 m 3 0 -o y m 0 0 . 13 G �• -., 0 X w m m O O r' - O ° 0- M m m o < n ur Q m m 7 c a m 3 umi _W m 3 .�* 2 p m o c fN CD n) a' O = <--0 m - v 0 w -0 = ° 0 0 n E ri �`�-- ° m m a v 3 m 3 m a < o-co o = in:m m SOa O � 3 ? m m a g o m w �, I au, w D (u' m z (p'C 3 C O p (D a H1II y 0 0 3 a 3 HU1 Iv.co a `CG�• m 0mm (D ! A1H ai �,a m 'y. .w�r o we a� n�i (D � � a = 3 0 a- � (n o I 0 • ('nm > > - u0iO3,mn`_). .mom) ° 40 -10 _. 0mcc3d3 *• (n -o0 Na) CD o m < Ca G ( c 0'0 a°-- o .mv m n m o 4 3 0 -0 w -° 3 w ° m - T` N `< m m u CDvc 0 d m 0 3 Do=) a° g 3m co y (Q o m = an; n a ao o (Q o �w ® O o '! A r A' = o(� tmn m 3' CO n D) (D O to o (D < m m < p ur m (D (n w < m 0 (^ - �•>a rr CD a m m m o c = o-, 0 p ''' G w M w < m w -0 O - ° m m 7c Sp o I -, 0 r r (.y n) m a ° ° a 3 x 'm( � O �' d u-ju° d m. m � m vi= d r. p D°' c. 5 mm ' O a � .. 3O(D `� m im Qo w o = � fl. 0 C.J) P. o m0 o a Co �a) cou)3 5_1- c. O� (D ■ � ? (r ---� m o z m ON-SITE WASTEWATER NOTES SOILS APPLICA T1CN INC. z (n Q ---f TAX PARCEL # 002-284-020 Q `. w 863 CARLSBORG ROAD, SUITE A,to"n o o PRESSURIZED BED SYSTEM FOR SEQUIM, WA 98382 ANDREW HANLON PH (360) 683-6300 FAX (360) 683-5652 Jefferson County Environmental Health Dept. 615 Sheridan St.,Port Townsend, WA 98368 I SOIL EVALUATION '�'� V Property Owner-Andrew Hanlon ',, + System Designer- Soils A pp lications Inc. Ken Warren ' ' ,;a � " 4' !OVUM e.tr eoap `� 1 LEGAL DESCRIPTION: Section-28 Township- 30N Range-2W Parcel# 002-284-020 Subdivision: Hanlon Short Plat Division- Block Lot(s)- 1 Date Logged: 10-4-06 Logged by: Ken Warren Include soil textural characteristics and depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG#1 0" to 28": Gravelly Loamy Fine Sand 28" to 51": Gravelly Fine Sand IO 51" to 69": Fine Sand w/Gravel Pockets ) ot" 1Zobi �+ 35" to 53": Compact Loamy Fine Sand a, Anticipated water table Roots throughout 2C6.—b7 Health Dept. Comments: C E Jt VE i 4f'j SOIL LOG#2 0" to 10": Gravelly Loamy Fine Sand 10" to 40": Gravelly Fine Sand 40" to 63": Fine Sand Anticipated water table Roots to Health Dept. Comments ,94/14‘11\ "—t-V 1 Ilk • Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 98368 Hanlon Parcel # 002-284-020 SOIL LOG#3 0" to 18": Gravelly Tan Loamy Fine Sand 18" to 58": Compact Gravelly Fine Sand Anticipated water table Roots to 30" Health Department Comments: 10.6* .3c"( /4 s� SOIL LOG#4 0" to 19": Tan Gravelly Loamy Fine Sand 19" to +": Comapct Very Fine Sand Anticipated water table Roots to 21" Health Department Comments: (0/ l —g /* /6 • SOILS APPLICATION Inc. Ken E Warren, Certified Designer (360)683-6300 863 Carlsborg Road, Suite A, Sequim,WA 98382 CONSTRUCTION SPECIFICATIONS SEWAGE DISPOSAL DEIGN FOR: Hanlon Approve f Construction k Date:10/12/2006 Parcel No. 002-284-020 Da'ca The work described in this document consists of the construction of a septic system for a 3 bedroom residence. The system consists of a septic tank, pump chamber, and drain field. The contractor shall be licensed, bonded, and certified by the Jefferson County Department of Environmental Health. The contractor shall give the designer forty-eight(48) hours minimum advance notice of installation. Inspections: A pre-construction on-site meeting with the installer shall take place for the purpose of layout. Inspections will be required during construction at the following completion phases: A. Trench Inspection 1 Excavation B. Trench Inspection 2-Completed with Plumbing Before Cover Tanks/Pump/ Controls Inspection C. Final Septic Tank: The septic tank shall be a standard two-compartment 1000 gallon concrete tank. The tank shall meet state and Jefferson County Codes and shall be water-tight. Inlet and outlet sanitary tees made of plastic material shall be installed. The outlet tee shall have a screened baffle. Risers shall be installed to finish grade on both access ports. "Jet-Set" or equivalent shall be used to secure the risers to the tank. Grout or mortar will not be acceptable. Care must be taken to ensure a water-tight seal. Be sure to fill the tank with water when the installation is complete. Pump Chamber: The pump chamber shall be a standard 1000 gallon single-compartment concrete tank. The tank must be water-tight and meet state and Jefferson County Codes. A riser shall be installed over the access port and shall extend to finish grade. "Jet-Set" or equivalent shall be used to secure the risers to the tank. Grout or mortar will not be acceptable. Care must be taken to ensure a water-tight seal. Be sure to fill the tank with water when the installation is complete. Lateral, manifold, and transport piping shall be CL 200 PVC or better and shall be solvent welded. All piping within the pump chamber shall be schedule 40 PVC or better and shall be solvent welded. All fittings shall be schedule 40 PVC or better. conspecs.wps Pump and Controls: The pump shall be a non-clog submersible sewage effluent pump and meet the following specifications: Minimum delivery capacity: 45.3 GPM @ 22.9' TDH Discharge size: 1 1/2" dia. minimum Total dose: 40 gal. + 10 % The pump shall be able to pass a three-eighths inch solid sphere and be safe in areas of explosive gasses. Pump information, such as specifications, operation, and maintenance, etc., shall be submitted to the designer prior to or at the time of final inspection. A sediment shroud shall be placed around the bottom of the pump extending to 18 inches above the bottom of the pump tank. Controls shall be AQUA WORX or equal. The control panel shall have a NEMA 4 enclosure if exposed to the weather or a NEMA 1 if placed in a weather tight building. The alarm circuit will be separate from the pump controls. A dose counter and timer are required. The pump shall be installed in the pump chamber per Department of Labor and Industries Policy 85-07R. (Electrical Inspection). ASTM C-33 filter sand is not required for this installation. • The Drain Field: All piping shall be installed as shown on the plans, or as directed by the designer. Fill material shall be free from large rocks or objects which may damage the pipe. Laterals shall be installed level with an accumulated elevation difference not to exceed 3/4". The laterals shall be thoroughly flushed until free of all dirt and plastic shavings prior to inspection. 90 degree sweeps with cleanouts & monitoring ports shall be installed in round valve boxes at the ends of all laterals. An 18" length of#3 rebar shall be driven into the ground at each end of the manifold piping to assist in future location purposes. The sidewalls and bottoms of all trenches shall be hand-raked after excavation and before the placement of gravel and distribution lines to remove smears caused by the excavation process. The designer must have all pump curve data, technical support manuals, warranty cards and operating instructions for all components to assist us in our maintenance &monitoring efforts. We will incorporate all pertinent data into the Operations and Maintenance Manual that we present to the home owner upon completion of their new system. conspecs.wps r • i DESIGNER MUST BE NOTIFIED OF ANY VARIATION OR MODIFICATIONS CONTEMPLATED FOR THE SYSTEM DESIGN OR SPECIFICATIONS. CHANGES MUST BE AGREED T• IN WRITING BY THE DESIGNER. Ken E Warren Licensed Designer J.ECEWWED NOV 0 1 2006 conspecs.wps