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HomeMy WebLinkAboutSEP2013-00044 e ii or'If i . ' ' .se ,,! Jefferson County Department of Community Development �i `: .+ ,, 621 Sheridan St, Port Townsend WA 98368,(360)379-4450 �- f.w �/' SEPTIC PERMIT APPLICATION r ,': ' 71, PROPERTY OWNER (e ,( e,, J L1 lt•L, Intim W Wird_ ! 2 , MAILING ADDRESS �Q.. 1L 3 , ' q �Z$ERNI WelUtr %CSEIV ,•tI P 1-T ToulvlSt 6( I (A�c 61'366s' i • d NSI b , ieNE PHONE ( 3100 ) O , - q666/ EXPI 111 ,. SYSTEM DESIGNER Er I C,.S t'.i'i i.j i,l Designer Pie# 3 6,0 -36 i `O 3 cat+ LEGAL DESCRIPTION: Section 3,2_ TownshipW h31 Id Range I PARCEL# /0 13, .5 CO 7 Subdivision Name m t kt1 CC a-6 L-ij ifX ( vI Division Block Lot(s) 7 APR 16 2013 Site address/Directions to site SOURCE OF SEWAGE1USE TYPE OF WORK WATER SOURCE Residential yk New X Tank/s only Private A Residential ADU Modification Public Commercial Expansion Community Upgrade . Repair SITE SIZE 5',‘6, /c.re S SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#,SQ q3 -:4,Z. Alternative x Redesign No SYSTEM DETAILS Number of Gallons/day a 0 Soil type I (attach soil eval.) Application Rate ,8 gal./sq.ft./day Drainfield Length 100 ft. Trench Width 3 ft. Trench/Bed Depth 4te' in. Septic Tank size 1000 dal. Pump Chamber size I®O(p gal. TYPE of systemU „_5an d Liii erg. Prre. %u,r�r . By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal-A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-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. v .7—, I-7?", --4/7' i -71z.."---1.4\ OfAi/S7,,,e kg Property ner Signature Date r' FOR OFFICE USE ONLY 3-i� '/ PARTIAL/O/I3JI5 W ASBUILT (1�u15 EDFINA� /`1- APPROVED �� s i _ INSP/PUMP TESTY /7JI,)ts } ? Y ( 11 t� ALL HOLD REQ.MET Date-( b_ (,..3Fee,/23 ec'7 Rec#/q(2-2-1/Check# Case#SEP_ 1 / ii:\WE5\PDFs\Septic\septic�ermitapp_200@.DOC / ‘ ). JEFFERSON TY PUBLIC HEALTH 615 Sheridan Street Port Townsend®Washington .98368 www.jefferson coy.€ntyp ub iicheaith.o rg Phone.....360=3859.4.44.........Tax....36X :379._448.7...................__................................................... ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP13-00044 Date Received: 04/17/13 SITE ADDRESS: MIDDLEPOINT RD Date Issued: 05/22/13 PORT TOWNSEND, WA 98368 Date Expires: 05/22/16 APPLICANT: GEORGE S MAYNARD PHONE: JULIA B MAYNARD PO BOX 320 PORT TOWNSEND WA 983680320 LEGAL DESCRIPTION: MIDDLEPOINT LAND CONSERVANCY LARGE LOT SUB-DIVISION LOT 7 SUBJ/JLT CONSERV EASE V394/P80 PARCEL#: 101325007 Section: 32 Township: 31N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: SAND LINED TRENCH No. of Gallons per Day: 240 Type of work: UPG Drainfield Trench Septic Tank Length: 100 feet Width: 3 feet Depth: 48 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. Jefferson County En-'ronmental 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.: SEP13-00044 1.) TRENCH TO BE EXCAVATED TO 48" DEPTH AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 24" AND UP SIDE WALLS AS PER DESIGN. 2.) H - AS PER WAC 246-272A AND 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 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.) 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. 8.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 9.) 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. 10.) 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. 11.) The site plan received on 4-16-13 was reviewed by the Department of Community Development on 4-29-13 and it was determined the new septic system meets the requirements in Jefferson County Code. The septic location is outside of Critical area buffers and shoreline jurisdiction. Any future permits on this site are subject to review for consistency with applicable code and ordinances and does not preclude review and condition which may be placed on future permits. 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. SEP13-00044 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 5/22/2013 4°P JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 F' ASBUILT INSPECTION REPORT For RECORD DRAWING , ,,, '`r - Designer 6X1c EMb1S I � Permit# SEP 15 - 4 4 �, Cf � Installer E-RI CSEtJ EX,. CT,BY Ki C tArl Parcel# 10 t 3, .5 007 i. Electrician C CADE. E L. %K Design Flow 446 1 Property Owner 6F.ORG-AE + JUUet fAY W 41 .b • 4, Site Address j7 M, CUTDY -Pet NT 'RD. Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000 GA(.-. CON aE-rrs (CQTTDN.) 11-4--I4 Pump chamber(manufacturer, size) I 0 00 " rt ,f Screen(s)and/or Pump Shroud (type, location) meow F Ti? Oilig-w lM s1 SEPTie. TANK , S 13tfll tAJ "PUMP TA-MK Were Tanks tested onsite for water tightness? Yes I No Panel Model AQtJ,! W0RX Ski (Pas 01- 15-- 4274 Pump 1 — Man./Model L t8ERT1( 01410 Flow Rate y'Q qpm d Pump Location (i.e. garage, treatment unit, basement) Pt) M P TA-14 k n Float/transducer settings Inches Timer from bottom of tank- On/off- .21 in. Functions: On if p, gy Fftin Veto - in. Off- 0240 Alarm - 35 in. Veto On- ttO 63/ritiii- Storage Above High Water Alarm bcpO gal. Veto Off- IRO ilt Dose Counter Reading -• O #gallons/dose 30 gal. Elap. Time Meter Reading vox, mint' _ , Pump Throttled? Yes/ No Dose Drawdown (in inches) j h in. Pump 2— Man./Model Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) _ Flo.. isducer settings Inches Timer from bottom of - On/off- - in. Functions: On sec/min Veto - in_ pf#/ Alarm - _ +eto On - sec/min Storage Above High Water Alarm gal. *- 'if- sec/min/hr Dose Counter Reading #gallons/dos gal. Elap. Time M- - -eading min/hrs Pump Throttled? Yes - if additional pumps-complete the info in . ' .:bie D•- •PBWdown (in inches) in for each and attach. Other Timer functions & settings (e.g. override on/off) Z Bj 0(, , 'STA-Ty --= . q, AUTO a6ir- i 1)t46 H:IWEBIONSITE1Asbueit_Report Form.doc 04/28/10page t of 2 Pre-Treatment Daelns ..sin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin sizelloca i• Sand Fill met design spec? Yes I No ed Yes 1 No ATU (manufacturer; ••= Independent Alarm e P!•-- _ ion Unit(manufacturer, type, model}____ Drainfield 1 R l __ ick+ �Po Transport Pipe size, schd, diameter n� -Manifold size/schd I1 Orifice size „ _Lateral Size/schd_______S-__ ti �8 I�H Barrier MaterialCover Material/Depth Residual Head (lat.#&ft. Head) The laterals/pods were balanced a 1 No — 10-14-t4Source/Manufacturer of Drainrock/Gravelless chambers �Ol�i Drainrock Clean? G, No If no, what action taken? Mound/Glendon Site Prep 3 ft Depthinches Q� Width Drainfield Length Caps for measuring residual head stored (location) lµ COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Health Department Inspection issues resolved Yes I No / NA If yes how? Users Manual Provided to Homeowner E ax e-L N!tl Y N ARD Date l�=.ls Tank/component Decommissioning Report Attached Yes 1 No IU Installer Certification attached/signed Yes/C ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer /,..__. ... CERT/FY VIE INFORMATION PROVI'DE'D ABOVE WAS VERIFIED '13Y INSPECTION, TE E I SYSTEM WAS INSTALLED AS 'DESIGNED AND AP BONN by JEFFERSON COUNTY 4--_ f7ATE) OR TifAT CffANGES ffAV! 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MT't-mir mg. . 41 7 _ ). .t 1 ' '. s ' To pump �_ - -_ _- _ APR 16 2013 g e saw TUAT _ $�. 111 1,5_,.; a L 1 1 z 5BUMS ,M RRA. E;IGl , '.."- -- I 5 PGE G�r�tru ' 6 Pea. C-�Y4g 3 ►„3 PPprovea fi, , Date Lid .—. _... INREIW UNION S - ., I f.,:migos/BALL MON GRACE VALVE.; FROM SOFT= _ D $ . TANK Ni'; 1 C:::;/ - NION WATER ALARR5&WEL , 4- -----mEvr''''- 7747: ---,,i, ----1: I:1 7 - k ; 0 / _ — _ � - - -- wi+ lir ,tet Redundant Off " 2 , i ---_. . ,—-` – ,-. 4 R __ ►A .rkVewQ G Pea. Cr e r UMP CHAMBER with -Ori fi ce in end for 6•Valve bot pressure testing V PVC 4 ----/ ---\ i �"" Orifice shields i Q 0of it 1 MAS?.L , :i s - , _ �!I . �, ..,,,K,c,,/ ..", „ .." ______1 ' of 0* 4.., 4 #s fir: ;.�, et,�� 1�. / R�t•1 d o r,ogisg _ Lateral s+, it f\*o l!,ado a -.Q o Doo if' 100 f €� / •i Q 0a ,. ;.i p074 ar`tif FIFE BERO PANMICSEN•,.1�� sYi O • • C A�y IZ 3 , 41 ) 4„g I�`�1 , DESIGN 541/ AGE DI5P0 �� '� �r action �� = <! Appro"ec�j 2Ti 5100259 BERNT PAUL ERICSEN•,it cite r, LICENSED DE i NER � ' PR `i m i- EXPIRES 02/11/ )4 4-1(#-13 George / Julia Maynard 101325007 Project Description: Replace existing Gravity System ( SEP 93 — 22 )with "Sand Lined Pressure System" Owner wants to use existing system ( which has never been used ) for storm water retention and irrigation. Document existing Gravity System ( SEP 03 — 72 ) which has never been used for purpose of acquiring a "Final" Septic Tank: Two compartment mono-pour concrete ( 1000 Gal. ) equipped with water and airtight unvented risers to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. Tank to be set on 6" of pea gravel. An outlet baffle filter is required in the septic tank. Use Orenco FTJPW 0418 or equivalent, to be approved by Designer. Pump Tank: One compartment mono-pour concrete ( 1000 Gal. ) equipped with water and airtight unvented riser to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. Tank to be set on 6" of pea gravel. Pump Need pump capable of 22.6 GPM @ 15.3 TDH. Zoeller BN 152 or equivalent. Pump to be installed inside a shroud. Control Panel APR X 6 2013 The Aquaworx control panel is to be mounted outside, within site of the pump chamber on a post or on a wall of the building. A transducer is required with this panel. Transport Line Install approximately 20'of 2" SCH 40 ending with 2" long sweep 90 in valve box to grade. Use 2" tees with 2" x 1.25" bushings and 1.25" gate valves for each lateral. Install check valve in upper drain line ( see detail page ) Install risers to grade over all valves. Drain field Trench depth 48". ( 24" of C 33 sand below drain rock ) See detail page for trench and inspection port details. Lateral 1 ( 50' ) 25- 118th orifices , 2' on center @ 12 o'clock ( 1.25" SCH 40 ) Lateral 2 ( 50' ) 25 — 1/8th orifices, 2' on center @ 12 o'clock " All laterals end with long sweep 90, with screw on caps inside valve boxes to grade. Enclose additional caps with 1/8th" orifice inside baggie in valve box. The first and last orifices shall be approximately 12" from the beginning and end of each lateral. Install orifice shields after pressure test. Cover with filter fabric before backfilling. Install inspection port to trench bottom 10' from beginning and end of each lateral and one inspection port to top of sand as shown on trench detail page. Dose 30 gallons, 6 times per day ( 180 gpd ) 75% of peak 2 4p 5' min. residual head required. Water Lines Maintain 10' minimum separation. Gravity Sewer Lines Install 4" ASTM 3034 from building stub out to septic tank at 2% slope min., and from septic to pump tank at 1% min. Connect all house drains into "New" septic tank. Existing Septic Tank ( SEP 93 — 22 ) To be used for storm water retention and irrigation. System has never been used. Existing Septic System ( SEP 03 — 72 ) Drain field was exposed and documented to acquire a "Final" see plot plan. System has never been used. Inspections Contractor to contact designer prior to construction to set up pre-construction meeting, and inspection schedule. Contractor to flush laterals prior to contacting designer for pressure test. General Construction Notes 1. The work described herein consists of construction of an on-site 3 wastewater system. 2. The contractor shall be knowledgeable and experienced in the construction of this type of wastewater system and shall hold a valid certificate from Jefferson County Division of Environmental Health. 3. If during the installation of the system the contractor finds soil conditions that may lead to premature failure of the system, construction shall be terminated immediately and the designer notified. Such soil conditions may include groundwater, fill, clay, highly compacted soil, bedrock or excessively permeable soils. a. Any inconsistencies, errors, or omissions that, in the opinion of the installer, would compromise the quality of the wastewater system shall be reported to the designer prior to construction. 4. Transport pipe and laterals shall be Schedule 40 PVC, unless otherwise stated in design, solvent welded joints. All fittings shall be Schedule 40. All transport pipe in traffic areas shall be Schedule 40. Backfill in traffic areas shall be pitrun gravel and compacted. All gravity pipe shall conform to ASTM D 3034. All gravity and transport pipe shall be bedded, using native or imported material free of rocks, debris and sharp objects. Double case in traffic areas as described in plans. 5. All exposed soil shall be seeded and mulched prior to the final inspection. Seed shall be spread at an approximate rate of 10 lbs. per 5,000 sq. ft. 6. The installer shall be responsible for constructing the system according to plans and conditions of permit and shall be responsible for its proper operation and function for one year. The owner shall be responsible for 4 4,0 ip /61 ''®, operating and maintaining the wastewater system in accordance with WAC 246-272A-15501. 7. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 8. The installer shall grade to divert all surface water runoff away from tanks and drainfield/reserve areas. 9. The bottom of the trench or bed may be inspected by the designer prior to placing sand fill or drain rock and shall not exceed +/- %2" from level. 10. Notify designer 48 hrs. prior to pressure test, after permanent power has been connected to panel and L. and I. inspection complete. Any deletions from plans, or necessary adjustments, shall be completed by installer. 11. Setbacks to all known water lines shall be a minimum of 10'. No crossing of water lines with any septic component shall be allowed, except as included in septic design approved by Jefferson County Health Department. 12. Setback from the building foundation wall shall be 10' minimum to drainfield, 5' minimum to tanks and 2' minimum to non-perforated sewer pipes. 13. Setback from property lines, easements lines, and driveways shall be a minimum of 5', for both drainfield and reserve areas. 14. Water saving appliances, fixtures, and practices are to be used. 5 4/) 15. The septic and pump tanks, drainfield and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 16. The installer is to verify pump requirements at the time of installation. 17. The designer is to provide the " Record Drawing " and letter of certification. 18. This system has been designed in accordance with WAC 246-272 A and the most current Department of Health "Recommended Standards and Guidelines for Pressure Distribution Systems," and has been approved by the Jefferson County Health Department. Nevertheless, negligence or improper action on the part of the users could result in the premature failure or malfunction of the system or its components. 6 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN I013.26' 007 Date At - 5 - 13 Property Owner 6-4arcfe_ i, J u,1 t a r{1 al nerd APR 1 6 2013 System Designer L. (ILSC.11 I egT1 Legal Description: Section 3.1 Township 31 10 Range j u) Subdivision Name )p,l,'.1190►rlt (�tf�to. IA/. Division Block Lot(s) .7 I. CALCULATIONS If for residential use: Number of Bedrooms: 1 x 120 G.P.D. = 2 L/1 total G.P.D. If for non-residential use, attach calculations used to determine G.P.Q. Soil texture waste water application rate .8" G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 300 square feet (total G.P.D. ; G.P.D./ft. squared) Trench or bed width 3 feet Trench or bed length MO lineal feet (sq. ft. + trench or bed width) II. APPURTENANCES Septic Tank Size 1000 gallons Pump Requirements (If Necessary) Elevation difference in feet t Friction loss 1,g Pump capacity should be 4,2,7 G.P.M. at La.. '1 T.D.H. Number of doses per day ( )( ,)0 = Io ci''P - 1G '0 -P-6/-k Dosing volume JO gallons Pump chamber size D CID gallons i/1� 10 Ir �y/q# A r, tr • N H:'.homelpincntrlinfohlthlsewdsn . '•BER l t'1U1. RICSEN' / is' ll-so 11 U 4-4.-o III. DRAINFIELD CROSS SECTION ,ems tT ,ch -1 z: -&L-L e'i3-- / ........ VT<LW // D ' Dr.«. ( C M. / NATIVE SOIL A YB f i E C :24PR'EABL.E `AT'EPIAL1 tr^R l�"�r i^R' SEASCNAL SAAT R.=.1_.._. A. Trench Depth 40 inches 3 3 5a,14 bdk°w'AT-61111176ell B. C, N inches of drainrock below pipe C. > inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. inches of fill (if needed) E. Trench width 36, inches NOTES: ATTACM,,,7DETAIL1 DESIGN OF SYSTEM ,,,et., 1 �`q i. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST.,PORT TOWNSEND ,WA 98368, (360) 379-4450 - . _—- SOIL EVALUATION PROPERTY OWNER (-a ty_ i J+k ha_ mail n&rAPR 16 2Q13 SYSTEM DESIGNER Cr!c.,' s e..41 —1)t 5 t LEGAL DESCRIPTION: Section 33 . Township 3j 1f Range�j,l� Parcel # J()1 3;25 007 Subdivision Name illijk•e_•pa i✓r f- Lan/ &n. Division Block Lot(s) 7 Date Logged: 4-i - 13 Logged By: 13 et-n-1- E r i G evi Include soil textural characteristics and the depths at which ' cant changes occur. Be sure to include depth where mottling or impermeable layers occur. /1 n SOIL LOG #1 SOIL LOG #2 0 to is in. tS-4urbe .SI./L.S `� j� l� �G 4 ‘,to\ � to 3 in. Ul�lii..r�� S��C.S to in. L S/(11 .S+1 cL 7''f• 3 to /?, in. at, to �g in. Tar) Fn SneQ r4 C �zG-34 (�rv.�.e:�Lsc. (. - qt-11, Frt- ('�-s, L_5 'T'3 �t8 � � t�!3 AN_ Ma- V� Lrs gn T to in. "1i,1 ) t ilali'S. Stut -i 3 to_`ig _in._S1.7' cp `ci 6ev L5 74 Anticipated water table>72 in. `i`9 �0 Tn. Fn 7- r5, 5.1�Q T Anticipate water table? 0t in. Roots to 30 inches Roots toy, inches Vvv. Health Dept. Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 l to b in.�LS�U rheCt S��LS , ..... � � Q to in.�1Sfu '�e‘Q SqLs S 1� to ,�1 in. �. SI �,, • �1�, 3 to i b in. L.S. 1 to n.E}i-J. Fh -� Sn4 j�- '- a, i0 to 37 in. Ta„,) n- Cr. ssntT3 '+3 to �� in. Cjr'�). C, i.d -Sit_ f VIA,X..`•.'/1*` d")/ 0 60 in._ }` __ --2.137,) Anticipated water table �3 • in. -76 . f$'. Anticipated water table 3 y in. Roots to �4 inches .r 1.0{ a 0 5100259 ., i, Roots to Ai, inches Health Dept. Comments O�'.�'•BERNT AWL ERICSEN'.. t� Health Dept. Comments / .. 0 •teb•• 'i NER.. O ( Aohiamiewhimobwolowtabwig., EXPI'T :# 11 SOIL LOG #5 µ-(t.•-i 3 SOIL LOG #6 3 to UD in. 1)101+-rbek SL/LS 0 to j(, in. 11 $ Id to 4in. LS l'� � (_�L'S I(o to ^in. Tan LS/ j Sia. Tit O to (og in. V.601 I 6n- Cis, S "� �-_- 36 to 79, in. Ta _ Fn S A TY- to in. to in. Anticipated water table>62 in. Anticipated water table>7,A in. Roots to 64 inches Roots to 4,0 inches Health Dept. Comments Health Dept. Comments, H:IINFOHLTHtSOIL.FRM1/0O _ 1:3 4 -<-'`j`cJ Pump Selection for a Pressurized System -Single Family Residence Project George / Julia Maynard APR 1 6 701? Parameters Discharge Assembly Size 2.00 ind+es 350 I PF2015 I Transport Length 20 feet i Transport Pipe Class 40 Transport Line Size 2.00 inches .■■1111. 1111 111111..11.1111111111.$.111111. Distributing Valve Model None Max Elevation Lift 6 feet 300 Manifold Length 10 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 2 i PF2o+u Lateral Length 50 feet 250 I Lateral Pipe Class 40 Lateral Pipe Size 1.25 inches 1111IIiiiiiiI1II1IIIII1111,.111111.11 .... Orifice Size 1/8 inches m iiiilIiiuI1 OrificeSpadng 2 feet Residual Head 5 feet Z Flow Meter None inches 0 200 Add-on'Fridion Losses 0 feet -p co 0 Calculations = v Minimum Flow Rate per Orifice 0.43 gpm I Number of Orifices per Zone 52 vs 150 PF�os IIiiI1iIIII Total Flow Rate per Zone 22.7 gpm 0 1111. 1111... n1111111111111111.11� 11 ... Number of Laterals per Zone 2 11111111111111111111x11 .11 %Flow Differential 1st/Last Orifice 3.1 % t— IIIIIIIHIIHIHIIHHIIH I Transport Velodty 2.2 fps 100 IIIIIIIIIUhIIIIIIiflh!iff Frictional Head Losses Loss through Discharge 1.0 feet 11111 """"11""""1111 Loss in Transport 0.2 feet Loss through Valve 0.0 feet Loss in Manifold 0.2 feet 50 Loss in Laterals 0.4 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 0.0 feet Pipe Volumes 1.��i1•��a•.1���1MMrr.-- -- II; Vol of Transport Line 3.5 gals 00 5 10 15 20 25 30 Vol of Manifold 0.8 gals Net Discharge (gpm) Vol of Laterals per Zone 7.8 gals Total Volume 12.0 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 22.7 gpm PF2005 High Head Effluent Pump System Curve: Total Dynamic Head 12.7 feet 20 GPM,1/2HP 115/230V 10 60H z,200k/306 0Hz Pump Curve: PF2010 High Head Effluent Pump Pump Optimal Ranger 20 GPM,1HP 0011 Ill 230V 10 60Hz,200V 30 60Hz Operating Point° O. • e4 PF2015 High Head Effluent Pump % Th Design Point()rrf 20 GPM,1-1/2HP IA 230V 10 60Hz 200V 30 60Hz �� . �tV w Sys• 0., ' ' A 'v � � Orenc Systems` �25100259 • +I d ip. 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