Loading...
HomeMy WebLinkAboutSEP2012-00147 - CANCELLED T`/C ti/d r c SEP I 0 H Now filed to 0 C 5-EP JEFFERSON COUNTY PUBLIC HEALTH 7l',hCT1, 615 Sheridan Street•Port Townsend•Washington •98368 wwwjeffe rson countyp ub lichea lh.o rg i'none 360=3n-9444 Fax-360-3/9-4481 ON-SITE SEWAGE DISPOSAL PERMIT • PERMIT#: SEP12-00147 Date Received: 12/19/12 Date Issued: 05/10/14 SITE ADDRESS: OLYMPUS BLVD PORT LUDLOW, WA 98365 Date Expires: 08/10/14 APPLICANT: HAROLD MOE CONSTRUCTION INC PHONE: 5300 PARKVIEW DR APT 1048 LAKE OSWEGO OR 970358725 LEGAL DESCRIPTION: OLYMPUS BEACH LOTS 50&51(W1/2 OF EA)LS TX 133 PARCEL#: 978900030 Section: 4 Township: 28N Range: 01 E 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: 240 Type of work: REP ---Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 18 inches Size: 0 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 wage Syst ms, codified in JCC 8.15 as amended. This permit may not be renewed. /'‘( Jefferson County Environmental 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.: SEP12-00147 1.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed within 90 days of the date of issuance. 2.) Designer must be contacted prior to installation for staking of dralnfleld area and verification of trench depths. Designer must be contacted for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 3.) TRENCH TO BE EXCAVATED TO DEPTH AS SPECIFIED IN DESIGN BASED ON DEPTH OF FILL AND OBSERVED WATER TABLE AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 24". UPSLOPE EDGE AND SIDES OF THE TRENCHES ARE TO BE LINED WITH 30 MIL PVC DUE TO SEEPAGE AT NATIVE/FILL INTERFACE. 4.) Tiimed dosing with dose counter and elapsed time meter are required in the control panel for the sand lined trenches. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H - The signed Notice for Maintenance and Monitoring of an Onsite Sewage System shall be recorded to the property title prior to final approval. Non-compliance with the contract or maintenance requirements is a violation of this permit. 7.) H - Existing tank shall be removed per design. It shall be pumped and removed with any remaining void filled with approved material. Documentation to be provided to Health Dept. prior to final. 8.) If gravelless chambers are used instead of drainrock above the sand lining measures shall be taken (barrier material or approved alternative) to preclude the chambers from'migrating' down into the sand lining. 9.) 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 10.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 11.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 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.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 15.) Dry season installation required. 16.) 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. SEP12-00147 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 5/10/2014 17.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 18.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 19.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 20.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. 21.) Pump chamber shall be water tight and a minimum capacity of 1000gallon. It shall be equipped with a control panel outside within line of sight of the pump chamber. The panel shall have an audio and visual alarm, a cycle counter and a riser to grade. It shall be UL listed and meet L&I requirements. 22.) A screened pump vault is required. 23.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 24.) This site has been granted a waiver from WAC 246-272A and JC Code 8.15 under Jefferson County Policy 97-2. The site requires a minimum land area of 20,000 for a Type 5 soil. 19,200 square feet are available on the site. Compliance with conditions of the waiver are required, a maximum of 360 gallons of waste water per day can be applied to the site. 25.) 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. 26.) 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. 27.) 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. 28.) 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. 29.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 30.) This approval is valid only with a connection to an approved public water supply. 31.) 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. That frequency may be increased to meet State requirements permit requirements. 32.) 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. SEP12-00147 Page 3 of 3 \\tidemark data\forms\F_SEP Permitmod.rpt 5/10/2014 Jefferson County Department of Community Development xta' 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 SEPTIC PERMIT APPLICATION r t 12/18/12 PROPERTY OWNER Harold Moe Construction r 5101341. ; � ,.t Jess D Godsalve It MAILING ADDRESS 240 Pioneer Dr s I'M*"t... t E7P1-cx 12/27/12 Port Ludlow, WA 98365 PHONE ( 360 ) 731-0643 SYSTEM DESIGNER Jess Godsalve Designer Phone# 360-551-9973 LEGAL DESCRIPTION: Section 4 Township 28N Range 1 E PARCEL#978 900 030 Subdivision Name Olympus Beach Division Block Lot(s) 51,52 Site address/Directions to site oak bay to olympus blvd. Site is on right hand side above 204 01 m•us SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tank/s only Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair X SITE SIZE 19,221 sf SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# 73-131 Alternative X. Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4/5 (attach soil eval.) Application Rate 0.4 gal./sq.ft./day Drainfield Length 200 ft. Trench Width 3 ft. Trench/Bed Depth varies in. Septic Tank size N/A gal. Pump Chamber size 1000 gal. TYPE of system ATU to sand lined trench. 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 application will be separately judged by the,rules and laws in effect at that time. 12/18/12 Property Owner Signature Date FOR OFFICE USE ONLY PARTIAL ASBUILT FINAL APPROVED INSP/PUMP TEST PUD ALL HOLD REQ.MET Date Fee Rec# Check# Case#SEP H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC / . / / EL 58' Primary Drainfeld / 23"W (240 GPD) Elevations Approximate ` •/ N80*16 CZ / Reserve Area co , ,,ti (240 GPD),.. .e,,// / SEWAGE DISP•SAL DESIGN / 1 I 1"11P . / SL-13 SL-1 Zo1.4o' / Area dr.i ''.'v��'j ►,$'rts uctiort / 0 ® N A 0 20' 40' / '�.� - t / EL 34' / Date ti / 6' / SCALE 1"=20 FEET• // // 5% SL-12 18' 4 SL-3 N o Legend 0 SL-14 "o / O EX TANK(approx)N 2 „� Soil Logs SEP 73-131 5/2008 ; n a �,Il,w,+, / ,o, to be abandoned J SL-2 4 SL-4 IA Soil Logs Tech Review 3/2011 r (`C�� 1 A ,' O Groundwater monitoring port locations OTH 09-35 111 EL 52' S Ex. 2 bedroom mobile Q Tanks / Garage / ; /t/ / ' I ,N i° ' o� ' 0 ' _4D / % SL-11 ® O 1 Proposed MS 8iorobi NR-500 Components: erobic T a tmentt Unit. – – – _ ,� 2-1000 gallon dosing tank ■ _ _ _ Ex drainfield _—��' :::: ::::yd nfield(210'shown) EL 62' — _ a _ rea e Tank Abandonment Notes: 201,40' Existing septic tank shall be pumped(receipt required), NO building site, driveway, access EL 36' o ,,, and removed. Any remaining void not encompassed by or other appurtenance has been a the new tanks shall be filled with approved cover material. 2 m reviewed or approved by a Oak Bay Jefferson County staff. =a; if �tt O` i `: `* t+ 12/18/12 Site Development Notes: -t:° z +t -Protect Drainfield Areas from vehicle traffic,excavation, burn piles,erosion,or any other soil disturbing activities. 51Q , � e, `. Jess D Godsalve t , .I.a ,/$VB13g ± -Verify layout and elevations prior to construction. tt -Install 240 gallon per day OSS per SPA,design pages, plan sheets, permit conditions,and any other regulations EXPIRES 12127/12 or applicable policies. Construction shall conform to industry standards. -This system is designed to process 180 Gallons of residential strength sewage(as defined br WSDOH)per day with infrequent peak flows up to 240 gallons per day. Extended use above 180 gallons per day or at waste strength levels above design parameters OSS SITE PLAN - OVERALL may cause premature system failure. Harold Moe Construction Parcel#978 900 030 Lots 50 & 51 Olympus Beach SEC. 4 TWP 28N R1 E MBH2O 1 I SHEET 1 of 3 N _ w _ 0 20' 40' N _ Nom proms ��"e SCALE 1".20 FEET , ••, - •, - cnU , Cp , U +O , , r , --- __ Proposed OSS Components: r - • / ` ' ` ' •' ' ' ' ' 1-Biorobix NR-500 Aerobic Treatment Unit. Installed per manufacturers �_ L , , , ! Ca( _ ,` I guidelines. ' CV; • i' w �, , ' ,' 0 2-1000 gallon dosing tank with screened effluent pump capable of Q �`� 0), ; , _ ; 1 + ; 30 GPM at 20 ft head. 4° �/ CO -.1; ■ i ,' ■ ,1 1 3-200 LF Sand lined trench drainfield (210'shown). 1"pressure M , — , distribution laterals with 1/8"orifices 48"O.C. 3';� ' ap; �. „�,1i' i =' 4-240 GPD1 Reserve^Drainfield Area / •'3' 1 / (7 CY) N , g� ' f'' it ='i( it ii r ' 1,ri\L(A A042/01 luMd ,�4 /� lesa ' .;' • y 0' .` ia' lull -.�' 1 r..,1 A Accessory Components: / , r , , ,� i \r 'cv, 3,O 1-Gravity sewer line / ,E SO' r ' , , ,r ,' , 2-Effluent header manifold (see detail page) 0 ©E r' 3-Monitoring port(typical of 6) (see detail page) / 4-Lateral cleanout/monitoring port(typical of 6) (see detail page) Pump On 38' 5-control panels 2 bedroom mobile © Q i FF 52' ® Pipe Specifications: ` Sewer line-4"ASTM 3034 �� Pump discharge/transport line-2" PVC SCH 40 Manifold fittings-PVC SCH 40 �� Distribution laterals-1" PVC SCH 40 Installation Instructions: *#; 1-Contact designer for pre-construction meeting and to establish inspection schedule 6 #, 12/18/12 2-Abandon existing tank per code. - ;'4''h ."+i� 3-Verify locations and layout prior to installation. 51 341 , ,..w'' Jess D Godsalve # 4-Excavate for sand lined trenches and install per design (see detail pages) . 'L .tsbr �„�\ *if gravel trenches are proposed, emplace 6"of cover material prior to excavation EXPIRES 12/27/12 5-Install tanks per manufacturer guidelines,and fill with water as soon as practical 6-Install piping and remaining components per industry standards. OSS DETAIL PAGE 7-Contact designer immediately if problems are encountered during installation. Moe Parcel #978 900 030 Lots 50 and 51 Olympus Beach • SEC. 4 TWP 28N R1E MBH2O ( I.SHEET 2 of 3 Plan View- Not To Scale Cross Section - Not To Scale c/o --- ----------------------finish grade cover material drainfield - - -------------------- 30 mil PVC lining df trench --- grade lateral from bottom of excavation to6" above original grade ___ _ _------------- sand lining ------ bottom of fill sPO4:5,;,1 ,4' 3'r z- Arealr" eA g co 111 a native soil Qul •-- m/p c" ° a ® excavation/sand depths vary aw o see vs worksheet for additional details. c�. v) ¢ 30 mil PVC liner along upslope SAND LINED TRENCH DETAIL PAGE side and ends of laterals -fr'+#+, (see cross section) , ' Moe ,+ 12Iis/12 Parcel #978 900 030 5IN\ W't Lots 50 and 51 Olympus Beach Jess DC,odsalve SEC. 4 TWP 28N - R1 E R$12/27n2 MBH2O ` I SHEET 3 of 3 Soil Log 12 Soil Log 13 JAN 1 a 2013 18"cover material 18"cover material 12"dispersal component 12"dispersal component original grade 6"min.v - (trench) original grade -1 - (trench) min 6 below original rade min. 9 6 'n below original grade min 6" 12"fill material f } 20"fill material g + 12"sand lined trench } 6"min. (additional excavation) sand lined trench 12"type 4 -f i (additional l excavation) 18"undisturbed soil 11" 4 6"min. 12„type 5 (min. 12") ,S type <42'-c. -r 18"undisturbed soil ",,/ ,`J (min. 12") restrictive/gw cP 4 13'type 5 @36.. � •Q gyp\ restrictive/gw @44" 24"max excavation to maintain ti9 u„� `�/7 32"max excavation to maintain VS requirements �(3 ei VS requirements , ! Notes: O -Excavation shall be no deeper than necessary to be 6"into native soil. -Depth of sand lining will vary to keep the bottom of the dispersal component Soil Log 14 6"below existing grade. -The soil conditions at each excavation will dictate installation depths,in all cases a minimum of 12"vertical separation is required. If conditions are encountered 98"cover material where this is not possible,installer shall stop work and contact the designer of record 12"dispersal component for evaluation. original grade S (trench) -Sand lining shall meet current specifications for ASTM C-33 or coarse sand specifications 6' min. min 6"below original grade per WSDOH Sand Lined Trench Systems-Recommended Standards and Guidance 12"fill material 7-1-2012, I , I 12"sand lined trench -The cover material shall be inspected prior to placement to determine suitability 12"type 4 6"min. (additional excavation) for use. Contact designer for requirements. (disturbed) --f 14"VS 24"type 4 restrictive©48"/gw @32" /1 VS VS WORKSHEET ,/,,�j �''+ Moe 18"max excavation to maintain ,, :,, .Vii+ 1-04-201s Parcel #978 900 030 vs requirements > . 5 ,,■ ... ., Lots 50 and 51 Olympus Beach ;, , 1 ,.-- SEC. 4 TWP 28N R1 E .. , a 12/7/14 MBH2O Harold Moe-978 900 030 Detail: Monitoring port/cleanout. Not to scale r, ✓� 4"threaded cap 6"valve box �� ---- - -finish grade threaded screw cap ■ 4"pvc monitoring port(perforated) extend to infiltrative surface 6"pvc to gravel ice%Z �tt if tt97 .0, 11/4 04SVI S % '. distribution lateral �elAtAIIVR-ii"Wi� 47 dra'Ingravel ��i1i�i���i i�i4 (il i�it,�i. iii i�i4,(i: plan view A "-min 12"rebar(2)to secure in trench note:monitoring port location for illustrative purposes only,refer to site plan for RAGE DISPOSAL DESIGN Aitpo dIIStCIlCt1O11 � 7// y Date Detail: Monitoring port/cleanout (Graveless Chamber) Not to scale 6"slip cap f 4"threaded cap i,✓ finish grade threaded cap 6"pvc 6"to 4"reducing fitting— 4"non-perforated pvc o- 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 spedfications -distribution lateral shall be suspended from the top of chamber and secured a minimum of every three feet. Detail: Manifold Assembly- Not to Scale cleanout(90 ell w/threaded cap) Valve Box li�1011111MM• 1" tee(typ) '.r. .. to laterals • Gate Valve(typ) From pump tank notes: -This is a standard plan. Construct manifold assembly in location shown on site plan for six laterals using this as a guideline for construction materials. Harold Moe - 978 900 030 b Pump Tank Cross Section - NTS • SF-WAGE DISPOSAL DESIGN Apnr., -. o Col onstruction• Date SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24" DIAMETER ACCESS RISER SERVICE FINISH GRADE VALVE . 1 1 FROM SEPTIC t1 i II le -) TO DRAINFIELD TANK !I I`! EMERGENCY STORAGE 180 gallons I I ANTI SIPHON P VALVE' IIGH WATER ALARM LEVEL — '"' NORMAL TIMER OFF LEVEL WORKING VOLUME 240 gallons INDEPENDENT I FLOAT STEM.ill FOR FLOAT s MOUNTING 41 (not lt shown):screened pump i I� CHECK VALVE * vau 18" 4- ' SUBMERSIBLE SEDIMENTS • CENTRIFUGAL PUMP • PUMP CHAMBER S (TYPICAL) ` ���d 40I, p 1/44 ` 'd .%� ^g' + 12/18/12 l.. 510' 1 d"+ .F., Jess 0Godsaive '. ++ &nig I NE'i " +t OCR' -12mn2 I II Harold Moe-978 900 030 III , Ilr 1 40,, I --rwrumpse ..1-... ..4, mo.. 4 12/18/12 r � t; { I . f if, 5108341 +tV ii„ Jess D Godsalve Vt. Pump Specifications ""'4` ",`S"°"' EXPIRES 12/27/12. 280 Series 1 /2 hp Submersible Effluent Pump LITERS PER WROTE 0 50 100 150 200 250 I 11111__hUll In UNI1__11111 __ . RI_il 1111111111■11 ... 10 1111111111111 I__1I.®® --- i in NE 1 .... 20' TDFI °.. iihhh, 1111 1011111111111 L__ ____g_ I ..___, o i IR___i&UIl Ilia's Ill InI 1 II U 11111 ,,,,1 2 I_I— h MEER ihiit 0 1111111111111111 1111111111111k _ 0 o Jo 20 30 50 00 TO GALI ORS PER MUTE 30 GPM 28021 801/24/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. Ifibigiii PliniPT • Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Harold Moe Site Address or Location Olympus Beach Tax Assessors# 978 900 030 Date 12/18/12 Designer's Name Jess Godsalve Company Name MRH20 Phone# 360-551-9973 ' Property Information: Number of Bedrooms 2 Maximum Daily Flow 240 Total Absorption Area Required(Sq.Ft.) 600 Trench Information: Trench Width 36" Trench Depth varies Total Lineal Trench Length 200 Total Washed Drain Rock Under Lateral 8" Gravelless Chamber Drainfield(Yes-No) opt. Manifold. Lateral& Transport In formation: Total Lateral Pipe Length 38' Lateral Spacing 6'oc Transport line Length 40' Transport Line Pipe (Schedule) sch 40 J +t Manifold&Laterals Pipe(Schedule) sch 40 Lateral Line Diameter Y +++ 12/18/12 Manifold Line Diameter 2 ++ Transport Line Diameter 2" syo�*, sae +++ a �+ Pump Information: ' '"Z Residual Lateral Head (Squirt Height) 5' Pump Size 1/2 HP Dosini In formation: Orifice Spacing(inches)- 4' Total Orifices 50 Orifice Diameter 1/8" Total Dose Volume 40 Number of Doses Per Day 6 Size of Pump Tank(gallons) 1000 Control Panel Information Biorobix panel Other Information: e`< JEFFERSON COUNTY PUBLIC HEALTH g�zr ro 615 Sheridan Street•Port Townsend•Washington •98368 sON www jefferson countyp ub lichea lth.o rg t'none 36U-35b41444 t-ax 36U-3/9-445/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00147 Date Received: 12/19/12 SITE ADDRESS: OLYMPUS BLVD Date Issued: 05/10/14 PORT LUDLOW, WA 98365 Date Expires: 08/10/14 APPLICANT: HAROLD MOE CONSTRUCTION INC PHONE: 5300 PARKVIEW DR APT 1048 LAKE OSWEGO OR 970358725 LEGAL DESCRIPTION: OLYMPUS BEACH LOTS 50&51(W1/2 OF EA)LS TX 133 PARCEL#: 978900030 Section: 4 Township: 28N Range: 01 E 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: 240 Type of work: REP Drainfield Trench -- Septic Tank Length: 200 feet Width: 3 feet Depth: 18 inches Size: 0 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 S ge Sy to s, codified in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environmental 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.: SEP12-00147 1.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed within 90 days of the date of issuance. 2.) Designer must be contacted prior to installation for staking of drainfleld area and verification of trench depths. Designer must be contacted for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 3.) TRENCH TO BE EXCAVATED TO DEPTH AS SPECIFIED IN DESIGN BASED ON DEPTH OF FILL AND OBSERVED WATER TABLE AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 24". UPSLOPE EDGE AND SIDES OF THE TRENCHES ARE TO BE LINED WITH 30 MIL PVC DUE TO SEEPAGE AT NATIVE/FILL INTERFACE. 4.) Tiimed dosing with dose counter and elapsed time meter are required in the control panel for the sand lined trenches. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H -The signed Notice for Maintenance and Monitoring of an Onsite Sewage System shall be recorded to the property title prior to final approval. Non-compliance with the contract or maintenance requirements is a violation of this permit. 7.) H- Existing tank shall be removed per design. It shall be pumped and removed with any remaining void filled with approved material. Documentation to be provided to Health Dept. prior to final. 8.) If gravelless chambers are used instead of drainrock above the sand lining measures shall be taken (barrier material or approved alternative) to preclude the chambers from 'migrating' down into the sand lining. 9.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 10.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 11.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 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.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 15.) Dry season installation required. 16.) 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. SEP12-00147 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 5/10/2014 17.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 18.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 19.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 20.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. 21.) Pump chamber shall be water tight and a minimum capacity of 1000gallon. It shall be equipped with a control panel outside within line of sight of the pump chamber. The panel shall have an audio and visual alarm, a cycle counter and a riser to grade. It shall be UL listed and meet L&I requirements. 22.) A screened pump vault is required. 23.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 24.) This site has been granted a waiver from WAC 246-272A and JC Code 8.15 under Jefferson County Policy 97-2. The site requires a minimum land area of 20,000 for a Type 5 soil. 19,200 square feet are available on the site. Compliance with conditions of the waiver are required, a maximum of 360 gallons of waste water per day can be applied to the site. 25.) 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. 26.) 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. 27.) 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. 28.) 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. 29.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 30.) This approval is valid only with a connection to an approved public water supply. 31.) 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. That frequency may be increased to meet State requirements permit requirements. 32.) 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. SEP12-00147 Page 3 of 3 \\tidemark\data\forrns\F_SEP_Permitmod.rpt 5/10/2014 � I • Jefferson County Department of Community Development t 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 SEPTIC PERMIT APPLICATION /-40"1 12/18/12 PROPERTY OWNER Harold Moe Construction �f 1O A.' Jess D Gadsalve '•, ! MAILING ADDRESS 240 Pioneer Dr S-bB@ py t. EJ��Fffi5,?127N2 Port Ludlow, WA 98365 PHONE ( 360 ) 731-0643 SYSTEM DESIGNER Jess Godsalve Designer Phone# 360-551-9973 LEGAL DESCRIPTION: Section 4 Township 28N Range 1 E PARCEL#978 900 030 Subdivision Name Olympus Beach Division Block Lot(s) 51,52 Site address/Directions to site oak bay to olympus blvd. Site is on right hand side above 204 Olympus SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tank/s only Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair X SITE SIZE 19,221 sf SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# 73-131 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4/5 (attach soil eval.) Application Rate 0.4 gal./sq.ft./day Drainfield Length 200 ft. Trench Width 3 ft. Trench/Bed Depth varies in. Septic Tank size N/A gal. Pump Chamber size 1000 gal. TYPE of system ATU to sand lined trench. 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 Appear—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 application will be separately judged by the rules and laws in effect at that time. 12/18/12 Property Owner Signature Date FOR OFFICE USE ONLY PARTIAL ASBUILT FINAL APPROVED INSP/PUMP TEST PUD ALL HOLD REQ.MET Date Fee Rec# Check# Case#SEP H;\WEB\PDFS\Septic\septic_permitapp_2008.DOC / / / EL 58' Primary Drainfield / 23, (240 GPD) Elevations Approximate ,� / N80*16 C Reserve Area co / SEWAGE DISPOSAL ''won (240 GPD) Q/ . .► . edf 57/ ai O�-J,�/ �.�, r / Q 21, / / N SL-1 Ilh Area drainage r SL-13 4 ® k WI - 201.40' 0 20' 40' EL 34' / / 6' O / SCALE 1"=20 FEET / / // 5% SL-12 1R' w+l SL-3 ,.,:v Legend �A SL-14 N 0 o/ O �� EX TANK(approx),?\,' 4 Soil Logs SEP 73-131 5/2008 na&i w ` A- / -to be abandoned Q Soil Logs Tech Review 3/2011 +P 03 V- / 10'. A SL-2 A SL-4 0. / / -++� O Groundwater monitoring port locations OTH 09-35 '► EL 52' 5' 1111111114-- 0I 2 bedroom mobile , Tanks Garage / , �, / o / , p I_a`' / SL-11 Q Proposed OSS Components:(see detail pages) — _ / , 1-Biorobix NR-500 Aerobic Treatment Unit. — — — _ — 2-1000 gallon dosing tank — — _ _ _ Ex drainfeld —-�'" 3-200 LF Sand lined trench drainfield(210'shown) EL 62' — - — (to be abandoned) 4-240 GPD Reserve Drainfield Area N80./6,23„w — — — — existing easement roadway — Vicinity Map-not to scale Tank Abandonment Notes: 201.40, Existing septic tank shall be pumped(receipt required), NO building site, driveways access EL 38' o and removed. Any remaining void not encompassed by or other appurtenance has been w ? the new tanks shall be filled with approved cover material reviewed or approved by o m Oak Bay co Jefferson County staff. jdtt o 12/18/12 Site Development Notes: :` �fitt.+t -Protect Drainfield Areas from vehicle traffic,excavation, burn piles,erosion,or any other soil disturbing activities. ., 5 +t -Verify layout and elevations prior to construction. JessDGod$g'"g • ++ -Install 240 gallon per day OSS per SPA,design pages, plan sheets, permit conditions, and any other regulations �'$12/27/12 ��' or applicable policies. Construction shall conform to industry standards. -This system is designed to process 180 Gallons of residential strength sewage(as defined br WSDOH)per day with infrequent peak flows up to 240 gallons per day. Extended use above 180 gallons per day or at waste strength levels above design parameters OSS SITE PLAN - OVERALL may cause premature system failure. Harold Moe Construction Parcel#978 900 030 Lots 50 & 51 Olympus Beach SEC. 4 'MP 28N R1 E MBH2O I 1 SHEET 1 of 3 1 • N Imo._ 0 20' 40'MIME MINE [ :' , "° oSCALE 1"=20 FEET al U __ _ J c /� , , , f , , __ __ ___ Proposed OSS Components: ' ' ' ' ' 1-Biorobix NR-500 Aerobic Treatment Unit. Installed per manufacturers 0 / 11.1 : I , I c ,' r` ,` 1 , guidelines. V) �-v- CO "I 1 I ,` ` r 0 2-1000 gallon dosing tank with screened effluent pump capable of ' r i t 30 GPM at 20 ft head. ~ + ' ' 3-200 LF Sand lined trench drainfield (210'shown). 1"pressure 1 co,M' co, LL; '; , distribution laterals with 1/8"orifices 48"O.C. $‹ �� 3'1-- M' co; ...' ; 4-240 GPD Reserve Drainfield Area Q /� :"3' ,, , `'1 c)' Q' ..J: it.;` , f,; +; f. N%c .Ll 0A ►(1r c�e.c(u fl Q; , / 'E 50' 1 '' ., 'i N� ' `0,1 f r%,+ Accessory Components: J ` `, ' ,'�' : ` I `cyi 1-Gravity sewer line �/ ,E .�? 2-Effluent header manifold (see detail page) / A 44'plutor 3-Monitoring port(typical of 6) (see detail page) 4-Lateral cleanout/monitoring port(typical of 6) (see detail page) / 110111110 Pump On 38' 5-control panels 2 bedroom mobile FF 52' © 2 Pipe Specifications: / Sewer line 4"ASTM 3034 / Pump discharge/transport line-2" PVC SCH 40 Manifold fittings-PVC SCH 40 Distribution laterals-1"PVC SCH 40 If,t+ ## Installation Instructions: %°x 1-Contact designer for pre-construction meeting and to establish inspection schedule -0'„ � '+ 12/18/12 2-Abandon existing tank per code. .' 9 °V.3\ ' #++ 3-Verify locations and layout prior to installation. P 5 ' +#■ 4-Excavate for sand lined trenches and install per design(see detail pages) s” .j 515E 1"Nz'•. ++ *if gravel trenches are proposed, emplace 6"of cover material prior to excavation `� E $12/27/12 5-Install tanks per manufacturer guidelines,and fill with water as soon as practical. 6-Install piping and remaining components per industry standards. OSS DETAIL PAGE 7-Contact designer immediately if problems are encountered during installation. Moe Parcel #978 900 030 1 Lots 50 and 51 Olympus Beach SEC. 4 TWP 28N R1 E ' MBH2O I I SHEET 2of3 Plan View- Not To Scale Cross Section - Not To Scale z c 0 o (1) a w a2 CIO ' � 1' C 1.3 U-1 cr, `T ----------finish grade Lu vi `� -. cover material drainfield -- ---- lateral 30 mil PVC lining original grade from bottom of excavation df trench to 6" above original grade --- --- sand lining bottom of fill -,. - -; _ •0 _Y/64, e, Ar/v G native soil ID m/p excavation/sand depths vary see vs worksheet for additional details, 30 mil PVC liner along upslope s, SAND LINED TRENCH DETAIL PAGE side and ends of laterals ;,,{t (see cross section) `/�'.; Moe �.g# I6 ++ , 12/18/12 Parcel #978 900 030 Lots 50 and 51 Olympus Beach ,. deseocoasaive �, SEC. 4 TWP 28N R1 E 12/27/12 MBH2O , I SHEET 3 of 3 Soil Log 12 Soil Log 13 JAN 1 1 2013 18"cover material 18"cover material I 12"dispersal component _i _ 12"dispersal component original grade 6"m n- (trench) min 6"below original grade original grade (trench) de 6 min. mm 6"below original grade 12"fill material 20"fill material i 1 12"sand lined trench 6"min" (additional excavation) 20"sand lined trench 12"type 4 - i (additional excavation) 18"undisturbed soil 12"type 5 (min. 12") 11 type 4 �. 18"undisturbed soil (C� (min. 12") restrictive 1 gw ✓ 13"type @ �/ f a r restrictive L gw©44" :1 c.,7 24"max excavation to maintain c 32"max excavation to maintain VS requirements Y 7-, VS requirements -, (4:'.." ll / Notes: F\x 6"J be 6 into native soil. -Excavation deeper than necessary to t nat Excavation shall be no dee tha ecessary ♦i Pe �j � / -Depth of sand lining will vary to keep the bottom of the dispersal component Soil Log 14 rl 6"below existing grade. -The soil conditions at each excavation will dictate installation depths,in all cases a minimum of 12"vertical separation is required. If conditions are encountered 18"cover materia! where this is not possible,installer shall stop work and contact the designer of record for evaluation.12"dispersal component -Sand lining shall e et current specifications ns#or AS TM C-33 or coarse sands specifications j original grade t_ nun 6" per WSDOH Sand Lined Trench Systems-Recommended Standards and Guidance 6"mm. rrvun 6"below original grade 7-1-2012 � . 12"fill material I 1 ! I 12"sand lined trench -The cover material shall be inspected prior to placement to determine suitability 6"min" (additional excavation) for use. Contact designer for requirements. 12"type 4 -� (disturbed) 14"VS 24"type 4 restrictive @48 /gw @32 ►, VS WORKSHEET s � ; ., Moe 18"max excavation to maintain 1�� 'f+ X13 Parcel #978 900 030 VS requirements 4.:.� g :!rr 5?�„ . rxt Lots 50 and 51 Olympus Beach Jess o #i} SEC. 4 T VP 281\1 R1 E ' -,..12/27/14 MBH2O " Harold Moe-978 900 030 Detail: Monitoring port/cleanout.Not to °ill fl DISPOSAL DESIGN r, ___ 4"threaded cap Ap'Ave. f e r onstruction 6"valve box r_��4 \� _3u n y-- -finish grade ■ threaded screw cap ■ Date ' ° 4"pvc monitoring port(perforated) ° ° extend to infiltrative surface 6"pvc to gravel ' t 1:f.--et--41 distribution lateral draingravel .•h��r/•7�/Ii�j1z.VA r� �� 1:4i/�4-"I��yr• plan viewer s `—min 12'rebar(2)to secure in trench • w note:monitoring port location for illustrative purposes only,refer to site plan for location Detail: Monitoring port/cleanout (Graveless Chamber) Not to scale 6"slip cap - — 4"threaded cap finish grade threaded cap Z.T'-IE— 6"pvc 6"to 4"reducing fitting---,Ill 4"non-perforated pvc _ _ L`% " distribution lateral graveless chamber ,= o 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 deanout 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. Detail: Manifold Assembly- Not to Scale deanout(90 ell W/threaded cap) Valve Box 11111 is v �, 1" tee(typ) i F,:I-, to laterals NM�. A • Gate Valve(typ) From pump tank notes: -This is a standard plan. Construct manifold assembly in location shown on site plan for six laterals using this as a guideline for construction materials. , - Harold Moe - 978 900 030 Pump Tank Cross Section - NTS SEWAGE DISPOSAL DESIGN Ap sie v-d gcg, M Cgntruction ■ d /? c Date SECURED LID WITH GAS TIGHT SEAL THREADED UNION 24" DIAMETER ACCESS RISER SERVICE FINISH GRADE VALVE * Ma _.......,..„.,.„,_ . .11. It FROM FROM SEPTIC : - will '"ii .., ..—oo.TO DRAINFIELD TANK 13 li -1 Al ii . ; mg l[ EMERGENCY STORAGE 180 gallons i ANTI SIPHON 1 1 VALVE HIGH WATER ALARM LEVEL WORKING VOLUME 240 gallons nit 111 INDEPENDENT NORMAL TIMER OFF LEVEL FLOAT STEM rillgo _............._ FOR FLOAT 4 (not shown):screened pump 111 MOUNTING 101 CHECK VALVE vault *"---N., . 1 V 18" 1 4. — 1 .. • SEDIMENTS -- SUBMERSIBLE +a HI _ ---- af ---- CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) . 4 ii 6,__ 719tbu.cd 4 .#0 I 4114c/ ,,,..--Y ,-.•,:al,,Y. , fle 41%;•tllot = 12/18/12 ';$' e 1 ,.... Jess D GodsalVe :. t t3t5g w- ' 't, ...A. ' , EXPIRES 12/27/12 Harold Moe-978 900 030 Kf+t ti +-y t'it ,;'* r "r ...tt 12/18/12 0 > s,:.fit s :tr t r t r' 51•t .1 tt ..• Jess D Godsalye t Pump Specifications :..: <..� :.a. E<PI 12/27/12 280 Series 1 /2 hp Submersible Effluent Pump 0 50 100 150 al= I�� _1t! 30 i ill .. I I -8 ILI III LL Cr ill 11161111NIIIIIIMI l ' lii is [ g a 20 TDH I .< T i E ill 0 1 1 1 ' ' MI i i ill -4 I, _ 2 1 f 0 III i I . 0 0 10 20 LO 40 50 60 70 GA�8 WROTE 30 GPM 280_P1 801/24/2012 ©Copyright 2012 Liberty Pumps Inc. All rights reserved.Specifications subject to change without notice. i 1 1:10100 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Harold Moe Site Address or Location Olympus Beach Tax Assessors# 978 900 030 Date 12/18/12 Designer's Name Jess Godsalve Company Name MRH2n Phone# 360-551-9973 Property Information: Number of Bedrooms 2 Maximum Daily Flow 240 Total Absorption Area Required(Sq.Ft.) 600 Trench Information: Trench Width 36" Trench Depth varies Total Lineal Trench Length 200 Total Washed Drain Rock Under Lateral 8" Gravelless Chamber Drainfield(Yes-No) opt. Manifold.Lateral& Transport Information: Total Lateral Pipe Length 38' Lateral Spacing. 6'oc Transport line Length 40' Transport Line Pipe (Schedule) sch 40 '�+� Manifold& Laterals Pipe(Schedule) sch 40 ° r 4 Lateral Line Diameter • „� 'F � 'sr+ 12/18/12 Manifold Line Diameter 2 # Transport Line Diameter 2” A, 51 ' 1 Jess D Godsalve r t (.3;"." . tt Pump Information: Residual Lateral Head (Squirt Height) 5' Pump Size 1/2 HP Dosing Information: Orifice Spacing(inches) 4' Total Orifices 50 Orifice Diameter • 1/8" Total Dose Volume 40 Number of Doses Per Day 6 Size of Pump Tank (gallons) 1000 Control Panel Information Biorobix panel Other Information: