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HomeMy WebLinkAboutSEP2014-00023 �� \4/ Jefferson County Department of Community Development M 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Raymond & Marguerite Sayer � MAILING ADDRESS PMB 135;2481 Anderson Lake Drive ;� ' '�, Chimacum,WA 98325 ih 51 2 Suunne L Marlin +� PHONE ( 360 ) 385-1522; mobile 643-3265 Ti aFr, BB@$t�NeR'' z„ns SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 13 Township 29N Range 1W PARCEL# 901 133 012 Subdivision Name Tax 10 Division Block Lot(s) Site address/Directions to site 8013 Beaver Valley Road;Chimacum,WA 98325 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ New ✓ Tank/s only Private ✓ Residential ADU Modification_ _ Public Commercial Expansion_ _ Community Upgrade, +/-215704sf Repair SITE SIZE SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RARArve Area Yes# SEP78-00208 Alternative ✓ Redesign No SYSTEM DETAILS Number of Gallons/day 480 Soil type 1/3 (attach soil eval.) Application Rate 0.80 qal./sq.ft./day Drainfield Length 200 ft. Trench Width 3 ft. Trench/Bed Depth 24" in. Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. TYPE OF Pressure trench system 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 pplication will be separately judged by the rules and laws in effect at that time. - /1/ rope 5' Owner Signature Date 7 F R OFFICE USE ONLY 7 —7/ PARTIALA ( 4° ILT iaCO 1, Fl ASBU �7 Ar..- ��E� i , 7 1 7 INSP/PUMP TES 31 -' 0�.;,(! /4 t ALL HOLD RET Date t e �`��V , Rec# L 1 1 / IIfieck# _!4L `Case#SEP I y —O 1 C \Doc"men*s and S tt'^7s\S"°=n^= MartiP\Ly n^,-”m=,'ts\my ^^"^°^*° 7'^^°\mhh9^`T°ff'rson C^+'^*y\Jeffr'^ forms\Suz\2008 SPA.DOC 9u �` JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublichealth.org F'hone 3bU-3tfb-9444 t-ax 3bU-3/9-44tt/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00023 Date Received: 02/24/14 Date Issued: 06/13/14 SITE ADDRESS: 8013 BEAVER VALLEY RD CHIMACUM, WA 98325 Date Expires: 06/13/17 APPLICANT: RAYMOND L SAYER PHONE: 360-732-4120 MARGUERITE SAYER 8013 BEAVER VALLEY RD CHIMACUM WA 98325 LEGAL DESCRIPTION: 813 T29 R1W TAX 10 PARCEL#: 901133012 Section: 13 Township: 29N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: PO BOX 179 PORT HADLOCK WA 98339 SYSTEM DESCRIPTION: PRESSURIZED TRENCH No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 24 inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. il/i Jefferson County Enviro ental 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.: SEP14-00023 1.) H - The existing water line(s) must be re-routed to be 10 or more feet from any septic component. 2.) H - The existing D box must be replaced and a riser installed as per this approved septic design. Completion required prior to final. 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) 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. 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 -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THATA 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 8.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 9.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 10.) 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. 11.) Approval of this onsite sewage permit that includes an accessory dwelling unit does not assure that a building permit for an accessory dwelling unit will be approved. Building permit applications are subject to the requirements at the time of application, of the Jeff. Co. Building Code, Zoning Ordinance, Comprehensive Land Use Plan and Land Use Procedures Ordinance as well as any other environmental approvals duly adopted by Jefferson County, the State of Washington or any other agency with Jurisdiction. 12.) 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. 13.) 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. 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.) A Wetland Delineation Report prepared by Ecological Land Services,lnc. dated February, 2014 were submitted in conjunction with the Septic Application. SEP14-00023 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 6/13/2014 16.) Based on the report submitted delineating the wetland a setback of 60-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 17.) Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 18.) All construction activities shall not encroach upon the 60 foot buffer. This includes the storage or preparation of materials. SEP14-00023 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 6/13/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP 14-00023 Installer Shold Excavating (Kevin Nutting) Parcel # 901 133 012 Electrician homeowner Design Flow 480gpd peak Property Owner Ray&Marguerite Saver Site Address 8013 Beaver Valley Road-Chimacum, WA 98325 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000gal; Cotton; baffles;tuftite filter&risers installed 6/30/14 Pump chamber (manufacturer, size) 1500gal; Cotton; 29 gal/inch; shroud installed 6/30/14 around pump in pump tank Screen(s)and/or Pump Shroud (type, location) Shroud installed around pump 6/30/14 in the pump tank Were Tanks tested onsite for water tightness? S/ No Panel Model Infiltrator Timer Model Aquaworx IPC 6/30/14 Pump 1 Man./Model Liberty PB0113 Flow Rate 42 qpm 7/15/14 Pump Location (i.e. garage, treatment unit, basement) in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off - 22 825' in. Functions: On .>': 1:08 sec ia Veto - 36.525 in. (�hr Alarm 35.325 ' in. Veto On - 08 sec Storage Above High Water Alarm 437/626 gal. Veto Off- 163 sec/eihr Dose Counter Reading 29 dose/1 vdose # gallons/dose +/-45 gal. Elap. Time Meter Reading 00 30 57 min 101 Pump Throttled? Yes No, Dose Drawdown (in inches) 1 6 in. Pump 2- Man./Model n/a Flow Rate gpm 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 - ci in. Off ' sec/min/hr Alarm in. Veto On - -sec/min Storage Above High Water Alarm gal. Veto Off- y sec/min/hr Dose Counter Reading # gallons/dose .<; gal. Elap. Time Meter Reading < min/hrs Pump Throttled? v Yes / No Drawdown (in inches) in If additional pumps- complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) ZB-07;autoclear 1 dose; 100 events; ✓ ID=05-08-2013 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 i ,4, Pre-Treatment Date Inca Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 2"pvc sch 40 Manifold size/schd 2"pvc sch 40 6/30/14 Orifice size 1/8" Lateral Size/schd 1"pvc sch 40 6/30/14 Barrier Material filter fabric Cover Material/Depth 0 6/30/14 Residual Head (lat.# & ft. Head) 5'with tubes and extension cord pre-cover 6/30/14 The laterals/pods were balanced ©e / No 6/30/14 Source/Manufacturer of Drainrock/Gravelless chambers Cotton Drainrock Clean? 16:0/ No If no, what action taken? Mound/Glendon Site Prep n/a Drainfield Length 201 ft Width 3 ft Depth 24 inches Caps for measuring residual head stored (location) header riser COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary .1.) Existing water line has been removed from within 10'of drainfield 2.) Existing D-box(SEP 78-00208) has been replaced and riser installed Health Department Inspection issues resolved Yes / No/ NA If yes how? Users Manual Provided to Homeowner delivered to site Date 14July14 Tank/component Decommissioning Report Attached Yes / No /0 Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTI FY THE INFORMATION PROVIDED ABOVE WAS VERI Fl ED BY I NSPECTI ON, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY ( DATE) OR THAT CHANGES HAVE BEEN NOTED AND THE S TE I S I N COMPLIANCE WITH WAC 246-272. shy; 30 July 2014 5100342y, I , A. Designer Signature Date License# . 5 0 20 ' # Suzanne L Martin • It vw- V11/15 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 cn -1 cn ‘r<+ su • ,•i- ch 13) ''Z -a — CD — 5' . CD LI 0 a 1 cT Cl) 4. o o -, _. .-. CD '0 C 0 — CD 11.1 a) 0. _ M M a = CD — " 0 1 CD CD _, CD CD . 1■3 ••• 0 a 0 ja." Cl) Cap) a 0 c) 0) D- 0 ei m-co cp 6-., . -0 CD Cl) 0 0 CD .1k 1+ 3 !I) •:-.•,,1/4 .) 7 :LI. 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W • i < OD cn O 1a // \ 0-.-------'y _d If ca 1- _ p^3j p• ', m W /�: X O N N ,-� ?a / 3 `� o- ca. / nm 3 y x c o v v vo-, y Q m m o 0 CO CD p0 Q, a n n -"4 y N c ° € 3 3 m c N ' = m 3 m m a a a cn °o / rr m O (D N /p O O. /.a m ° m m m- o m'om o m '; Fr Ls—FexAA 60 4 o Sayer; Parcel#901 133 012 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT �' 621 SHERIDAN ST.,PORT TOWNSEND,WA 98368. (360) 379-4450 , ,, f�, I�rt SOIL EVALUATION :�a',{" .6► PROPERTY OWNER Raymond &Margurite Sayv k- / 1 z y, . Suzanne L Marlin t► SD13 6eAAIC-Vel-eQ21 ''�'L1��1$�K(3B��iGNE77" tt SYSTEM DESIGNER Suzanne Martin z„ns LEGAL DESCRIPTION: Section 13 Township 29N Range 1W Parcel # 901 133 012 Subdivision Name Division Block Lot(s) Tax 10 Date Logged: 28 January 2014 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 ( l SOIL LOG #2 0 to 12 in Dark brown loam rjl�„ to 15 in_Dark brown loam 12 to 65+ in.very-extremely gravelly fine-mediu 1 sand 15 to 29 jn, Brown very gravelly loamy sand to in. f N 29 to 72+ in.very-ext.gravelly fine medium san � .w rl:i to in. tJ to in. CaV"P �j Anticipated water table n/a in. Anticipated water table n/a in. 1( k 1_o_ql Roots to 50 on West inches .>- C Roots to 42 inches ,�,� 6.8- Health Dept Ccr11 �i•ts �^ � Health ept. Com�nt t;�;( 5 L spa 1 �a �.� -� � t �� •� O1L L �� OG #3 LA SOIL LOG #4 0 to 12 in. Dark brown loam �� M 0 O 12 in. Dark brown loam 12 to 28 in, very gravelly medium sand L 12 to 25 in. very gravelly loamy medium sand 28 to 65+ in. very extremely gravelly fine-mu ` �U 25 to 65+ in. Very ext.gray.fine medium sand to in. to in. Anticipated water table n/a in. Anticipated water table n/a in. , , Roots to 44 inches Roots to 40” inches ,� ( Health Dept. Comments w,,(k L Health Dept. Comments SOIL LOG #5 2 ' SOIL LOG #6 0 to 6 in.dark brown loam to in. 6 to 28 in.grey gravelly sandy loam to in. 28 to 65+ in gravelly medium sand to in. to in.profile on South side to in. Anticipated water table n/a in. Anticipated water table in. Roots to 36 inches Roots to inches Health Dept. Comments Health Dept. Comments '6-/T-E -lit' t HAINFOHLTHISOIL.FRM 1/00 1. 60C;* O N A CO X N X X X VS' X X N �.m N m W 3 m a N m S m m Eli MV o y -9-CD g�a Z O a co x n r N x m m w m m o a x ax.m y rn -0 0 f0/1 n N 6l CD m m a N @ 0 FF m A P. FF 0 cn r w ill O1- co N r o N. 011 Ft...\\*\\\)\ , -----P•c---..) Vc.__ ,. . 71 i .. II\ page 2 of 4;Sayer; Tank Cross Section-Not To Scale parcel#901 133 012 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL .6d 1 ACCESS RISER H _, r FINISH GRADE +� f r --.--- I 4 ' 3 CHAMBER PUMP 1 \ TO FROM SEWAGE SOURCE FLOATING MAT APPROVED EFFLUENT FILTER - SEDIMENTS Max.1/8"filter installed �_______� k :POSAL DESIGN SEPTIC TANK Approved fir Ca S UCtion (TYPICAL) Ddte SECURED LID WITH GAS TIGHT SEAL THREADED UNION s ACCESS RISER SERVICE FINISH GRADE VALVE" 1 - �i4 i Is= FROM SE TIC ' • m \ .i --►TO DRAINFIELD -17 _ II Mm 360 >:Gallon II EMERGENCY STORAGE ANTI SIPHON VALVE' HIGH WATER ALARM LEVEL —pi, } NORMAL TIMER OFF LEVEL WORKING VOLUME i Aquaworx Transducer Assembly — ENCLOSED PUMP SEDIMENT SHROUD' ------pr- ..__, CHECK VALVE" 18" SEDIMENTS '' SUBMERSIBLE �` CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) AS NEEDED Minimum 1250 gallon pump tank Page 3 of 4;Sayer; Parcel#901 133 012 • cal Effluent Pumps incorporated 1-800-348-9843 100 [ a 1 — _ Effluent Pumps s 3 90 le PEF, l I PEE, PKP Series lig , , '' 1/3 hpto1-1/2hp PEE,S 70 161'1— ; : ! , , 0 - „ 11411k SON, 91 I c s0 „ o 7 _ 1 'MOM 0- . , 1 Nig : 0 IMIIrallrgILMIII I tJ -1 NI -Num tr 4Q ,, i �, _ effluent pump 30 ..„, -444 25'of NE head 20 11111111116L 10 ii. �� w �_. .. : i 714i ,„_, a 1 p (PEF33111 0 10 20 30 40 148 gpm I 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,m 9/04 Page 1 of 1 Sayer; Parcel#901 133 0$ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -G"' , 621 SHERIDAN ST..PORT TOWNSEND,WA 98368. (360) 379-4450 „-0/4 SOIL EVALUATION ,,.�, t PROPERTY OWNER Raymond &Margurite Saywe 54 2..,._'% Suzanne L Martin ., 0) • . sir Nom.: rt SYSTEM DESIGNER Suzanne Martin E y .3 „,„ LEGAL DESCRIPTION: Section 13 Township 29N Range 1W Parcel it 901 133 012 Subdivision Name Division Block Lot(s) Tax 10 Date Logged: 28 January 2014 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0 to 12 in. Dark brown loam 0 to 15 in.Dark brown loam 12 to 65+ in.very-extremely gravelly fine-medium sand 15 to 29 in.Brown very gravelly loamy sand to in. - 29 to 72+ in.very-ext.gravelly fine-medium sand to in. to in. Anticipated water table ilia in. Anticipated water table n/a in. Roots to 50"on West inches �0//" Roots to 42 inches Health Dept. Comments 7i1 ict l t-i Health Dept. Comments SOIL LOG #3 SOIL LOG #4 0 to 12 in. Dark brown loam 0 to 12 in. Dark brown loam 12 to 28 in. very gravelly medium sand 12 to 25 in. very gravelly loamy medium sand 28 to 65+ in. very-extremely gravelly fine-medium sand 25 to 65+ in. very-ext.gray.fine-medium sand to in. to in. Anticipated water table n/a in. Anticipated water table n/a in. Roots to 44 inches Roots to 40" inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 0 to 6 in.dark brown loam to in. , 6 to 28 in.grey gravelly sandy loam to in. 28 to 65+ in.gravelly medium sand to in. to in.profile on South side to in. Anticipated water table n/a in. Anticipated water table in. Roots to 36 inches Roots to inches Health Dept. Comments Health Dept. Comments H:VNFOHLTH1SOIL.FRM1/00 Page 4 of 4;Sayer; Parcel#901133012 Pressure Distribution On-Site Sewajie Disposal System Work Sheet '<)) , Name of Applicant Ray&Marguerite Sayer Site Address or Location 8013 Beaver Valley Road; Chimacum fi Tax Assessors# 901 133 012 Date 17 February 2014 Designer's Nanie Suzanne Martin Company Name none Phone# 360-554-0224 Property Information: Number of Bedrooms 4 4 bedrooms X 120gpd=480 Maximum Daily Flow 480 gpd/0.80gpd/sf=600sf drainfield Total Absorption Area Required(Sq.Ft.) 600 required/3'wide trenches=200 LF 24"trench depth; 0"cover Trench Information: Trench Width 3' Trench Depth 24" Total Lineal Trench Length 200 Total Washed Drain Rock Under Lateral 6-8" Gravelless Chamber Drainfield(Yes-No) TDH=18(25)feet Chamber may be -Residual-5 used w/4"gravel -Friction loss-4' Manifold. Lateral & Transport Information: —Transport line+/-1' Total Lateral Pipe Length 200 —Manifold&Lateral-+/-3' Lateral Spacing 6-9'oc El.Difference-+/-5' Transport line Length . +/-30Lf -Pump elevation- p � -D/F ie elevation-+/-125' Transport Line Pipe(Schedule) sch 40 Manifold&Laterals Pipe(Schedule) sch 40 Lateral Line Diameter • 1" Manifold Line Diameter 2" Transport Line Diameter 2" Pump Information: -2'spacing-33 per lateral x Residual Lateral Head irt u Height)S ( q g ) 3=99 orifices Pump Size 48gpm@ 25'head -99 orifices @ 0.41 gpm =40.59 (48 gpm) Dosinji Information: Orifice Spacing(inches)- 24" Total Orifices 100 Orifice Diameter • 1/8" Total Dose Volume 60 , Number of Doses Per Day 6/8 ..4,; t• Size Size of Pump Tank(gallons) 1250 min , If` t4; Control Panel In f ormation : Suzanne L Math ..�,�0 + . 1 4. HBO 7.. 'e EXPIRES 2/11/15 Aquaworx IPC-1 Other Information: