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HomeMy WebLinkAboutSEP2011-00009 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Kenneth Collins MAILING ADDRESS 415 Meade Road Nordland,WA 98358 PHONE (360)385-5239 SYSTEM DESIGNER: Michael S. Deenev Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 4 Township 29 Range 1E PARCEL# 977700069 Subdivision Name Rue's Short Plat(V. 1 of Short Plats, P.20) Division Block Lot(s) 2 Site address/Directions to site 415 Meade Road, Nordland SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tanks(s)only X Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair SITE SIZE 4.93 acres SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP10-88 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 720 Soil type n.a. (attach woil eval.) Application Rate n.a. gal./sq.ft./day Drainfield Length n.a. ft. Trench Width n.a. ft. Trench Depth n.a. in. Septic Tank size 1,000 gal. (1 ex., 1 proposed) Pump Chamber size 1,500 gal. (1 ex. 1,000, 1 proposed 1,500) TYPE OF SYSTEM Replace existing 1,000 gallon septic tank & 1,000 gallon pump chamber on ex. d.f. 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 applicati.n will be separately judged by the rules and laws in effect at that time. Ae a Property Owner Signature Date FOR OFFICE USE ONLY 7) � L FINAL ( (�I��" t l l 1 PARTIAL ASBUILT A PROVED INSP/PUMP TEST J' (1 I PUD , ((7 ALL HOLD REQ. MET Date 211 3/ Fee 24 7.thv Rec# LN"34°:-/ Check# /V 7 b Case#SEP II- C:\Data\Wpw\County&State Forms\Jefferson\Septic Permit Forms\Tank Only\Collins 977700069.wpd SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP11-00009 Date Received: 02/03/11 SITE ADDRESS: 415 MEADE RD Date Issued: 02/22/11 NORDLAND, WA 98358 Date Expires: 04/22/11 APPLICANT: KENNETH R COLLINS PHONE: 360-379-9448 JUDITH G COLLINS 415 MEADE RD NORDLAND WA 983589618 LEGAL DESCRIPTION: RUE'S SHORT PLAT LOT 2 4.91A SUBJ/REST COVT#555612 PARCEL#: 977700069 Section: 4 Township: 29N Range: 01 E DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 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. 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. 06-0719-07. This permit may not be renewed. �Gt. , Jefferson County Environmental Health Specialist 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. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 320-SEPTIC TANK & PUMP CHAMBER TO INDIVIDUAL No. of Gallons per Day: 720 Type of work: REP Drainfield Trench Septic Tank Length: 0 feet Width: feet Depth: inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP11-00009 1.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed withig,liedays of t h date of issuance. 2.) A pp roval of this permit does ot assure the existing septic s stem has capacity for all uses allowed by current code. 3.) H - Existing tanks shall be properly abandoned. They shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 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.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 7.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 8.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 9.) 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. 10.) 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. 11.) 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. 12.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. 13.) Exceeding the permitted design flow of gal/day shall constitute a violation of this permit. Water usage monitoring shall be conducted daily for the first two months & weekly thereafter. These monitoring results shall be submitted to the Jefferson County Health Dept. no less than quarterly. 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_Permitmod.rpt GLI VED slEEFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 DEC 1 9 1 CONSTRUCTION INSPECTION REPORT Jefferson County For RECORD DRAWING Environmental Health Designer t - &-EN 4 l' Permit# SEP // ODOpT Installer /`'71q"1 TC A/7`17'f-s'2T Parcel # c/ 7 7 7zlo o(o9 Electrician Design Flow 7 Z Property Owner K ' ' 7-77' cOGG/''S Site Address 415 N ',2 b Z. 'Af4 i lA/' �t8 ' Answer all questions or indicate NA Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) t Oat, to4G. 2cor�p_ FA-Z4-S *ou7Go 7" P./i-7-AE C- 1 -7-1/ Pump chamber (manufacturer, size) /5-OO 6/fG, S-1 7-1/ Screen(s)and/or Pump Shroud (type, location) po/ib> V-fix-7" 17`1/ Were Tanks tested onsite for water tightness? Yes Panel Model 4 4 ' ' Y 2 Z'l C - s562 Timer Model /f4, 42014,-70/2X 5`-17-U Pump 1 - Man./Model JP SO o 5 1 Z Flow Rate 5843 gpm /7--// Pump Location (i.e. garage, treatment unit, basement) P0/ ') ' c/MI/-7- Ei Yo 1›./7 Bottom of transducer to bottom of tank Z5.O" Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off- € .'1" On - 2/-7/A/, Z sa.G, Veto - z t, 3 e‘ Off- (¢I/as) Alarm - 2 t,3 Veto On - Storage Above High Water Alarm 493 gal. Veto Off - (4t/2S� Dose Counter Reading 3 (84 vas es-.3 # gallons/dose /ZD Elap. Time Meter Reading 78¢611,1s 22<-v/A7 4cs c Pump Throttled? No Dose Drawdown (in inches) 3 -4' Pump 2 - Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off- On - Veto - Off- Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off - Dose Counter Reading # gallons/dose Elap. Time Meter Reading Pump Throttled? Yes / No Dose Drawdown (in inches) If additional pumps complete this info for each C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 02/09/11 page 1 of 2 • Pre-Treatment Date Insp 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/Sch. Manifold Size/Sch. Orifice Diameter Lateral Size/Sch. Barrier Material Cover Material/Depth Residual Head (lat.# & ft. Head) 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 Other Aquaworx panel settings: SWarn at 2 , ZBios at 46 ,Autoclear set at doses .0'61) minim Health Department Inspection issues resolved Yes / No /a If yes how? Users Manual Provided to Homeowner vv/m sue'° y0-00088 1=A)6s Date //-2 —/ Tank/component Decommissioning Report Attached I/ No / NA Installer Certification attached/signed Yes /alai' ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection(with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final inspection of the completed system (with exceptions as noted, if any). To the extent revealed by these periodic inspections,the system complies with all the conditions noted in the permit as approved by Jefferson County 2- z'/ (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. '. t t r / DEC 1 9 2011 5100110 Jefferson County Erittretitre.ntal Keaitt Designer Signature Date License# C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 02/09/11 page 2 of 2 ONSITE SEWAGE DISPOSAL PAGE of Z SYSTEM DESIGN • Date 7—/—fl Property Owner Ke'AI,V 1w CecLiiis System Designer M/cy'AF'L S. Pe'EAe",-' Legal Description: Section 4 Township 75 Range / e, Subdivision Name la I,e s sae7-pcf7 Division Block Lot(s) Z PARcEL 44 g77 7cd mGg I. CALCULATIONS If for residential use: Number of Bedrooms: 1p x 120 G.P.D. = 770 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate N4 G.P.D./ft. squared (see page 214 of the EPA Design Manua/) DRAINFIELD SIZING: Absorption area: /v4 square feet (total G.P.D. :.-G.P.D./ft. squared) Trench or bed width N4 feet Trench or bed length /u4 lineal feet (sq. ft. :-trench or bed width) II. APPURTENANCES Septic Tank Size /000 gallons 4 /-5.6'e' 4,41e0ry 170 •' •p c ,"PE'Q Pump Requirements (If Necessary) Elevation difference in feet Friction loss e G1A _I,ie k Pump capacity should be G.P.M. at T.D.H. ii, LG Number of doses per day v� Dosing volume gallons Pump chamber size gallons ;, fir, j* `\ � r 4 j� . r. j' 4O `. (�r le. 5700110 �" i tgestilLtAIRtCY • 'I.'. i DESIGNER i/// ff I,H:\homelpincntr\infohlthlsewdsn EXPIRES Kt Iel Stormwater Calculations • 977 'lob 06/ IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) sq/ft Driveway sq/ft Driveway _sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft Other sq/ft Other sq/ft Total New sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* _ _ __sq/ft *This amount will be used to check total lot coverage Please also indicate the amount of land disturbing activity, in addition to the creation of impervious surface,that will take place: LAND DISTURBING ACTIVITY Drainfield area cleared bOO sq/ft Well,Structures,Utilities,etc. sq/ft Driveway sq/ft Other sq/ft Total Land Disturbance 6a0 sq/ft SEP11-00009 SEWAGE DISPOSAL PERMIT FILE SHEET Review Type: Jefferson County Public Health 615 Sheridan Street, Port Townsend WA 98368 (360) 385-9444 PERMIT #: SEP11-00009 Date Received: 02/03/2011 SITE ADDRESS: 415 MEADE RD Revised Date: NORDLAND, WA 98358 APPLICANT: KENNETH R COLLINS PHONE: 360-379-9448 JUDITH G COLLINS 415 MEADE RD NORDLAND WA 983589618 SUBDIVISION: RUE'S SHORT PLAT BLOCK: LOT: 2 PARCEL: 977700069 Section: 4 Township: 29N Range: 01 E Legal Description: RUE'S SHORT PLAT LOT 2 4.91A SUBJ/REST COVT#5556 INTERESTED PARTY: DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: 300-SEPTIC TANK TO INDIVIDUAL SYSTEM TYPE OF WORK: REP TYPE OF USE: RESA ADDITIONAL WORK: NONE Type Amount Paid By Date Receipt Tank or Pump Chamber $247.00 LDM 2/10/2011 EH34827 Total: $247.00 Parcel Tags; Description Notes Updated 1.) Associated Cases Status Issued Finaled Description BLD00-00329 F 6/27/2000 6/29/2001 GARAGE BLD94-00548 F 8/31/1994 5/20/1996 Single Family Residence sep94-0059 CAR00-00216 F 6/21/2000 6/21/2000 Garage CAR94-00072 F 8/25/1994 1/14/2002 OTH94-00247 A 8/16/1994 PRE10-00011 M 4/22/2010 OPERATE SMALL WINERY W/TASTING ROOM SEP10-00088 F 9/1/2010 11/30/2010 SEP94-59 now filed here. This application is for an expansion of that system to serve a proposed Winery. SEP11-00009 P SEP94-00059 F 3/30/1994 11/1/1995 now filed with SEP10-88,proposed expansion. SOM94-00059 F 6 141,6 5')<es) \ilAs I:\F_SEP_ApplicationNW.rpt 11/22/19 ,v� • l0 p 0 3 N N (n < O N f 0 N v Z N O 0 2 3 o $ O <O 2 1 y 0 A 0 y O Ei m o o c c� 1 y N m 3 N n O Zl m0 1 0 z 0 ly 2 0 0 1 to 0 • r 0 o c pl T Z m O CD mo m N "S co 3 2-E e-f 6) v D = 1 �m viv z z 0 y 0 m m 0 y 0 z to m n z m z� C) r- m m 0 r r N 0 z Z C) 0 1 fR O c i co S z 0 co U1 -i to n N 0 0 z m r 0 T 0 N <A fq m z mJ o im rn r rn m N N Im D Check one: INSTALLATION START NOTIFICATION DATE SENT PRESSURE/PUMP TEST INSPECTION REQUEST DATE SENT 11/12/11 This form shall be faxed or emailed ONE working day prior to starting construction OR a minimum of 48 hours prior to pressure/pump test Jefferson County Public Health - Environmental Health Dept. Phone: 360-385-9444 FAX: 360-379-4487 EMAIL: septic @co.jefferson.wa.us PERMIT OWNER Ken Collins SITE LOCATION 415 Meade Rd., Nordland,WA 98358 PARCEL NUMBER 977700069 SEP NUMBER 11-9 INSTALLER Marty Kithcart CONTACT PHONE 360-774-2655 DATE FOR INSPECTION Will contact Randy Marx directly SYSTEM WILL REQUIRE PRESSURE TEST - YES X NO The designer is required to complete a pre-cover inspection of all systems. Please contact the designer prior to beginning construction to schedule installation inspections and pre-construction meeting if required per the permit or designs specifications. ' Jefferson County Staff Only:: �l MONITORING AGREEMENT MAILED DATE/INITIALS 5/4 1/ )/PRESSURE TEST SCHEDULED 511711 PtilljZ ± 1414111(ittl ony\ )4'.....41.1,_ t..)j k . ►r . '.1K k\(LUL) T&5))1 po_rpAoglip.gt_:-4w,. 8 F 4. r_ A itevA 1 " p\ic kvN PI,,,,P41'(---t„,,, 1/11:Yvv■SL 10 C.firilk\&/ 3;;;;:\A )P4_ OL-Suj/I'\ . ' *6)Li-a- i'"'"ti Z. 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Da2�2rl °r� C-11-1P1 2'cyt •`^� v Wx �Ca C �rH �n� cna° NI Rrl ti� n v Co cn X22 mac„ (1)-- =0�0 W v 0 M CQ2.00� C, O �mi'p �ttii y vy �" m (nt°212,ie 2oi0 y2i%.1---1) ���I V� cnm q r2Dy��� P) (4 0C °20 a wy <02��2 0-< 2m 2�m3 �cZi �`v' rn m H li n C 20 CO IV ca ca O n O Z V+ Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 1 Date: 02/01/11 LATERAL DISCHARGE Design Criteria: 0.1875 Inch Orifice Diameter 4.5 Foot Maximum Orifice Spacing 2.0 Feet Minimum Residual Head Since "Lateral Control Orifice" devices or PVC gate valves will be placed in the riser prior to each lateral (see plans) , all orifice spacing shall be determined as follows: First divide the lateral length by the maximum orifice spacing shown in the design criteria above. Then round this number to the next highest even number. Orifice discharge "q" = 12.38 X (square of the orifice diameter "d" in inches) X (square root of the residual spray height or "head" in feet) = 12.38(0.1875 in. )^2 X (2.00 ft. )^1/2 = 0.6155 gpm/orifice Lateral discharge = (Orifice Discharge) (Number of Orifice) Average Lateral Discharge = Lateral Discharge / Trench Length Lat. Trench Number Orifice Spacing Lateral Average No. Length of Discharge Lateral (ft. ) Orifices (ft. ) / (in. ) (gpm) Discharge (gpm/ft) 1 75.00 17 4.41 / 52 - 15 / 16 10.46 0.139 2 75.00 17 4.41 / 52 - 15 / 16 10.46 0.139 3 75.00 17 4.41 / 52 - 15 / 16 10.46 0.139 4 75.00 17 4.41 / 52 - 15 / 16 10.46 0.139 300.00 Ft. Total Total = 41 .8 Add 10% and use: 46.0 Average = 0. 139 Maximum Difference = 0.000 Percentage Variation = 0.0 LATERALS: See Lateral Specifications. NOTE: Use 46.0 gpm for the pump specifications and use 41 .8 gpm for the TDH calculations. The TDH will have 10% added at the conclusion of those calculations. Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 2 Date: 02/01 /11 Lateral sizing based on lateral length and orifice spacing: Nominal Lateral Sizes (In inches) Lat. # Left Right Lateral PVC Specification 1 1 Use Sch. 40 ASTM 1785 2 1 PVC for all laterals. 3 1 4 1 Manifold sizes and PVC specifications: Manifold Manifold Size (in. ) Manifold Nominal I.D. PVC Specification 1 -> 2 2" 2.067 All piping shall be: 2-> 3 2" 2.067 Sch. 40, ASTM D1785, PVC 3-> 4 2" 2.067 Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 3 Date: 02/01/11 MANIFOLD HEAD LOSS Once the lateral discharge rates have been calculated, the manifold friction (head) losses can be determined. This is accomplished by using the lateral flows (page 1 ) and manifold size and type (page 2) along with equivalent lengths for fittings (this page) in the Hazen-Williams equation shown on page 7. The manifold losses will be used to determine the residual head at each lateral which will in turn be used to calculate the lateral control orifice diameter (page 4) . Approx. Approx. Accum. Manifold *Manifold Fittings Equiv. GPM Friction Friction Segment Length Length Loss Loss 1 -> 2 6.1 + 4.3 = 10.4 @ 31 .38 = 0.175 0.175 2-> 3 6.1 + 4.3 = 10.4 @ 20.92 = 0.083 0.258 3-> 4 6.1 + 4.3 = 10.4 @ 10.46 = 0.023 0.281 Total: 0.3 *See manifold Pipe Specifications on page 2. Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 4 Date: 02/01/11 LATERAL CONTROL DISCHARGE The following calculations determine the size of the orifice control discharge device to be placed at the beginning of each lateral (See plans) : The control orifice for each lateral is sized using the following equation: 1/2 1/2 D = ( (0 )/ ( (19.65) (C) (H) ) ) 1 Where: D = diameter of control orifice (inches) 0 = lateral discharge (see page 1 ) 1 C = coefficient for control orifice (see table) H = difference between manifold pressure and desired lateral pressure at each manifold/ lateral junction (feet) Table of Coefficients "C" Or. Dia./ "C" Or. Dia./ "C" Or. Dia. / "C" Or. Dia. /"C" .167 / .61 .500 / .69 .750 / .77 1 .000 / .85 .208 / .62 .531 / .70 .781 / .78 1 .031 / .86 .250 / .63 .563 / .71 .813 / .79 1 .063 / .87 .292 / .64 .594 / .72 .844 / .80 1 .094 / .88 .333 / .65 .625 / .73 .875 / .81 1 .125 / .89 .375 / .66 .656 / .74 .906 / .82 .417 / .67 .688 / .75 .938 / .83 .458 / .68 .719 / .76 .969 / .84 Lateral Lat. Top of Head at Head at Manifold Top of Lat. Head Diff. Control No. Lat #1 Lat. #1 Lateral Losses Elevation (H) at Orifice Elevation Orifice Orifice (Ea. Lat. ) Orifice Dia. (in. ) 1 500.08 + 2.00 - 2.00 + 0.0000 - 500.08 = 0.00 => * 2 500.08 + 2.00 - 2.00 + 0.1750 - 500.08 = 0.18 => * 3 500.08 + 2.00 - 2.00 + 0.2580 - 500.08 = 0.26 => * 4 500.08 + 2.00 - 2.00 + 0.2810 - 500.08 = 0.28 => * *Use valves to control lateral spray height. Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 5 Date: 02/01/11 DESIGN OF THE PUMPING SYSTEM 1 . Dosing frequency/volume based on soil: a. Dose volume based on soil type. = gpd from facility / 6 doses per day = 720 gpd / 6 doses per day = 120 gallons per dose (Design Flows) = 80 gallons per dose (Actual Flows) b. Pipe volumes which drain between doses. Lateral Volumes: Left Side Right Side [ (Length X Volume) + (Length X Volume) ]x7 Vol. of Lats. Lat. # [ (ft. X gal. /ft. ) + (ft. X gal. /ft. ) ]X7 in Gal. X 7 1 (75.0 X 0.045) ]X7= n.a. 2 (75.0 X 0.045) ]X7= n.a. 3 (75.0 X 0.045) ]X7= n.a. 4 (75.0 X 0.045) ]X7 n.a. Total of lateral volumes times 7: 0.0 Manifold Volumes: Manifold (Length X Volume) X 7= Vol. of Man. Segment (ft. ) (Gal/Ft. ) in Gal. X 7 1 -> 2 (6.1 X 0.175) X 7 = n.a. 2-> 3 (6.1 X 0.175) X 7 = n.a. 3-> 4 (6.1 X 0.175) X 7 = n.a. Total of manifold volumes times 7: n.a.* *Manifold remains full. Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 6 Date: 02/01/11 b. Pipe volumes which drain between doses (cont) . Transport pipe volume = 1 X (Length of transport pipe which drains between doses X volume per ft. of pipe) = 1 X (0 ft. X 0.39 gal. /ft. ) = 0.0 gallons Total volume which drains between doses = 0.0 gallons c. Choose the larger of the volumes calculated in 1 .a. or 1 .b. shown above: Use: 120.0 gallons per dose (Design Flows) Use: 80.0 gallons per dose (Actual Flows) 2. Pump Chamber Size: See Plans. Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 7 Date: 02/01/11 PRESSURE PIPING SYSTEM AND RELATED HEAD LOSS 1 . Required pump Capacity = 41 .8 gpm using 1 pump (from previous calculations) 2. Pump Chamber (use 41 .8 gpm for each of 1 pump Type of pipe = Sch. 40 PVC (C = 150) Diameter of pipe = 2.00 inches (I.D. = 2.067 inches) List of Pipe Elements Length of pipe = 12.0 ft. 3 90 degree ells at 6.0 ft. equiv. length = 18.0 ft. 1 PVC Ball Valve at 29.0 ft. equivalent length = 29.0 ft. 1 PVC Swing Chk. Valve at 15 ft. equiv. length = 15.0 ft. Sum (L) = 74.0 ft. Head Loss Formula (Hazen-Williams) : 1 .85 1 .85 4.87 Head Loss = 10.45(L) (0) /(C) (D) = 2.1 ft. 3. Transport Pipes (use 41 .8 gpm) a) Main Transport Pipe Type of pipe = Sch. 40 PVC (C = 150) 4 List of Pipe Elements Length of pipe = 160.0 ft. 3 90 degree ells at 9.0 ft. equiv. length = 27.0 ft. 3 45 degree ells at 5.0 ft. equiv. length = 15.0 ft. Sum (L) = 202.0 ft. Head Loss = 0.8 ft. b) Secondary Transport Pipe (use 41 .8 gpm) Type of pipe = Sch. 40 PVC (C = 150) Diameter of pipe = n.a. inches (I.D. = n.a. inches) List of Pipe Elements Length of pipe = 0.0 ft. 0 90 degree ells at 6.0 ft. equiv. length = 0.0 ft. 0 45 degree ells at 3.0 ft. equiv. length = 0.0 ft. Sum (L) = 0.0 ft. Head Loss = 0.0 ft. Kenneth Collins, 4(28-1E) , Parcel #977700069 Page 8 Date: 02/01 /11 4. Drainfield Distribution System Type of Pipe = Sch. 40 PVC (C = 150) Total Manifold Losses = 0.3 ft. Approx. Lateral Losses = 0.8 ft. (No. of lats. X (5'x0.10 per lat. ) Total: 1 .1 ft. 5. Static Head = orifice elevation - pump inlet elevation in pump chamber = 500 ft. - 485 ft. = 15 ft. more or less (depends upon final location and elevation of pump chamber) 6. Total Dynamic Head for Pump Sizing Pump Chamber = 2.1 ft. * 0 FM20O Flow Meters = 0.0 ft. Main Transport Pipe = 0.8 ft. Secondary Transport Pipe = 0.0 ft. Static Head = 15.1 ft. Auto. Dist. Valve #1 = n.a. Auto. Dist. Valve #2 = n.a. Distribution Network = 1 .1 ft. Residual Head = 2.0 ft. * Provided by Orenco Systems, Inc. Summation = 21 .1 ft. Add 10% and use: 23.2 ft. 7. Pump Selection: Select a pump capable of providing a minimum of 46.0 gpm at 23.2 ft. TDH. e tr i4df I 1 MICHAEL S. 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