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HomeMy WebLinkAbout026-1135-13-000 (2) WWconsin Department of ComrTwce PRIVATE SEWAGE SYSTEM r Satky and Eiuildings Division Count INSPECTION REPORT St. Croix 'GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal kdo matlon you pmvice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 383858 Permit Holder's Name: Q City ❑ Villas ❑ Town of: State Plan 10 No.: PC Collova, I Richmond Township CST SM Elev.: Insp. SM Elev.: BM Description: Parcel Tax No.: i o I LOD • a 6"X 1 026-1135-13-000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic w lT� Benchmark to S (� • / Dosing A . BM 00 lol. - fS' Aeration Bldg. Sewer R;�. [0 ' Holding St/ Ht Inlet 0. o �G •� [ S TANK SETfiACK INFORMATION St/ Ht Outlet I ®.3 96 -3/ TANK TO P/ L WELL BLDG. pe in take ROADI Dt Inlet 10-3t Qb• 2l Septic > ZS / > (Qa r 20 NA Dt Bottom 1`{,0 2 2-43 - 1 Dosing 74 } WD 28 , —?-b' NA Heada n- Aeration NA Dist. Pipe Holding Bot. System 1 •Z - } 4�.•`(S PUMP/ SUW16N INFORMATION Final Grade (off- ii on Manufacturer Demand 5t Cover Model Number c GPM TDH I Lift„ 5 1 Friction System -•. TDH Ft Loss 1- ead Forcemain Length _Jr0 j Dia. Z u ` Dist. To Well SOIL ABSORPTION SYSTEM BM 4REN9W Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth MEN 1 13. 75" W D IMENSION S SYSTEM TO P_/ L BLDG WELL LAKE/STREAM LEACHING Manu acYu SETBACK CHAMBER s �y INFORMATION Type of 1 / M e � r: System: • � > Itb OR UNIT VwOdllX DISTRIBUTION SYSTEM IS ".O S Pf Header/ Manifold H Distribution Pipes) x Hole Size x Hole Spacing Vent To Air intake Length Dia. Length Dia. w ;fa SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil C] Yes [I No ❑ Yes C1 No COMME S: (Include code discrepancies, persons present Jp�ection #1: 0 8/3/ / O( Inspection #2:` - 1 T � Locab n: 1414 1 th Street, New Richmond, WI 54017 `$E 1 ` �4 T3QN,I218W) - ��30'1,�943 Evergr en Overlook -Lot 1 ) o�d�b/ c �ld�.�t 1.) It BM Description = - �'`�'%� s i 2.) Idg sewer length = 2 0' kaAw -amo of cover 4 6 A Plan revision required? ❑ Yes W)No Use other sid for additional it or atlo cert No © �Oftt!rZ �'^ Z Oate Inspector iSignature . /12 q3 Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. NOS CiDnsl� See reverse side for instructions for completing this application PO Box 7302 Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number I. Application Information - Pleas 'jp�rilit all n Location: Prope Owner Name Property Location r/ �! �n1 7 1/4� t`1/4, S 7 T � N,1 (or Property Owner's Mailing Address , Lot N / umber Block Number f_; City, State Zip Co > t'a hone Number Subdivision Name or CSM Number 1 II. Type of Building: (check one) Tats Ie' r - " •w„ ❑ City 1 or 2 Family Dwelling -No. of Bedrooms: PLC PQ ns , ❑ Village ❑ ublic/Commercial (describe use):_ 10jown of ❑State -Owned � C, l(1 — -� (3) 3 X g�. 25 -} r S Nearest Road ?� Parcel Tax Number(s) III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) ,�3 - OG A) 1. 4 New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only , -3(t, t?V 3 Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) P Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment , nit ❑ Recirculating ❑ Other: i V. Dispersal/Treatment Area Information: c; 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area &4Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Gals. /day /sq. ft.) (Min. /inch) Elevation , VII. Tank Capacity in Totai # of — Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . T- � 8W W e VIII. Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown pn the attached plans. Plumber's Name (print) Plumb s Signature (nos p ): P RS No. Business Phone Number P A C City, State, Zip Code) i Address (Street, (Street, ���C1 -t / A lt— IX County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) )QApproved ❑ Owner Given Initial Adverse Surch ge Fee) Determination 22 S , M014 l �, ?-W ( K .C,�A.t� . X. Conditions of Approval /Reasons for Disa proval: A SA.-- 6f- - P (-,Ca-Q & cdw- /ot"a.hces. I ow�4AUy -t�A�` 15 rea�ovtS Q� t `C 1A �- SqA" � ,�o�414-v ;S SBD -6398 (R. 07/00) I 3 l. �o-t /3 y�,63 U z� lGoo 5T � � cx� La AG vl r U , i Apr -27 -01 09_43A P_02 PAGE 4 ALTERNATE SYSTEM AREA AS S S , HO n WEN ON SOIL TEST, MUST BE LE FT UNDISTURBED. a,5 N IF ALTERNATE AREA IS•BISTE lBED, REPLACEMENT AREA MAY NOT BE FOUND. ANY QUESTIONS PLEASE CALL BRADY UTGARD ........ ...................(715)268 -6995 OR ST. CROIX COUNTY ZONING .......... (715)386•4680 r Wisconsin Department of Commerce SOIL AND SITE EVALUATION Divlslon of Safety and Buildings Page of Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and S-� Cro X percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. # APPLICANT INFORMATION - Please print all " � rpt� Oil; �._ r wed by Date Personal information you provide may be used for secondary pu s�,(j�rivacy Law, s 15.04 (1) (m)).y 2,F0 Property Owner `t 1` � E r("I Property, Location Govt. Lot'' _q � 1 /4 St 1 /4,S� Y T 0 ,N,R r E (orQ 1. Properly Owner's Mailing Address t # -- Block# Subd. Name or CSM# - IDS L Pf vn- een ov --e-f City State Zip Code hbna Number'��N . ❑ 66", ❑ Village [ Town Nearest Road San 1 ux �/�' ` ' 2� �G,,,�C, „ [&New Construction use: [Residential / Numberl Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: r Code derived daily flow � gpd Recommended design loading rate 1 • bed, gpd/ft ' tiO trench, gpd/ft Absorption area required 7/ QCJ bed, ft , _ 0 C_) trench, ft Maximum design loading rate _bed, gpd$ ' 1 trench, gpdfft Recommended infiltration surface elevation(s) 91 ' 6 3 ; (as referred to site plan benchmark) Additional design /site considerations 1 _ �t L q6 • C 3 Parent material /) U 7'W c S 'I Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = unsuitable for system [irS ❑ U I 9S ❑ U RS ❑ U 1 5�FS ❑ U ❑ S Ee!W ❑ S PZU SOIL DESCRIPTION REPORT u -_-) T fi h 1 2coo - t"-. (Cata. Boring Horizon Depth Dominant Color Mottles Structure GPD/ft g Texture Consistence Boundary Roots #� ...«.: in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench MabL r4r c 5 I Z mckbk ) -- C-S — s to 5^ Ground elev. 9 9.8'5 ft. Depth to limiting 6 E f ctor ' in. 38 -'{ Remarks: Boring # 10 Q Z► (���3ILL 5� Z (nor C-5 Iv S .(o •S 0 r y l �i ✓ S ZrMbt- 4 LS S r 3 3Z �r to r3(tc — zt"s ;57 `{ Ground elev. Depth to limiting factor _aLjn. Remarks: CST Name (Please Print) nature Telephone No. �dczm S�tiv`Crr -- (21 7-11 - 0 Address Date CST Number w PROPERTY OWNER SOIL DESCRIPTION REPORT Page Z' of PARCEL I.D.# A Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed .Trench 3 Z mc�bZ c. 5 :. ( 10 2 1 1-3t) w� w — S l Z mub� �'r �s – ( .. Ground elev. "q4 /ob ft. ; Depth to limiting s . factor W n. Remarks: Boring # I o -iZ IO 3)7- IZ 3i 2 k C-r cs Ground elev. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 1 i d - id 31 S Z cable- rn z 3 , -� -- s�► z �` _ s Ground ; elev. Depth to limiting factor Cin. Remarks: Boring # - Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PAGE 2- ) NAME Cn U J0, LOT# LEGAL DESCRIPTIONS SCALE: 1 - = bo BM I ELEVATION � n BM I DESCRIPTION p O y P 0 i e2 (Z4 /a �-h BM 2 ELEVATION l0U'0S Z BM 2 DESCRIPTION _J d F / i ��L � e- t.Ji (a y` SYSTEM ELEVATION � 3 ALTERNATE ELEVATION (� ' )c CONTOUR ELEVATION Z/4 I 2 I v r (' * a SIGNATURE DATE G �� I i Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms 3 Design Flow - Peak (gpd) Estimated Flow - Average (gpd) 1 9 aD Septic Tank Capacity (gal) I Mvv H Soil Absorption Component Size (ft - Type of Wastewater Dom tic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) two - z M, Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septi k and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet felt r shall be cleaned as necessary to ensure pr oper operation The filter cartridge shou not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the r - Management Plan for a Septic Tank and Soil Absorption Component ✓ filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 27 -01 09:43A P-02 'i PAGE 4 u ALTERNATE SYSTEM AREA AS SHOWEN ON SOIL TEST, MUST BE LE FT UNDISTI FRBED. cQi- _ IF ALTERNATE AREA IS REPLACEMENT AREA MAY NOT BE FOUND. ANY QUESTIONS PLEASE CALL BRADY UTGARD ........ ................... (715)268 -6995 OR ST. CROIX COUNTY ZONING .......... (715)386 -4680 ST CROIX COUNTY SP.P'I'IC 'TANK MAINTENANCE AGREEMENI' AND OWNERSHIP CERTIFICATION FORM Owner /Buyer t U oVA Q 1,11t S Mailing Address - 7015 00. of � . E 1 LV L. Properly Address St A w�►t b �t1-Z Q / (Vcrifrcalion required from Planning Dcparlinew for ucw construction) City /State Parcel Identification Number LEGAL DESCRIPTION Property Location �r /,, 5 W ,14' See. 2 4', T 1 0 N_R If? W, 'Town of C Subdivision E VaR (r kEF_AJ QVeop. / po k Lot I/ Cel lified S ill - Vey h1al) /I V o l ume — . P /I Wttrr;tuly Decd It t±n vL 3 3 S4 , Voluntc Spcc house ❑ yes ❑ no Lot lines idcnlifiableXyes ❑ no SYSTEM IUAINTI NANCL; Improper use and ntainteuancc of your scplic system could result in its premature failure to handle wastes. Proper trraintenarrce consists of pumping out file septic lank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the scplic lank as a trcatincnt stage in the waste disposal system. 111c properly owner agrees to submit to St. Croix Zoning Department it certification form, signed by [ire owner and by a urasterplunrbcr, jounieyruan plumber, restricted plumber or a licensed pumper verifying Ihat (1) lire on -site waslewatcrdisposai system is in proper operating condition and/or (2) alter tnspccuon and pumping (if necessary), the septic lank is Iess than I/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with (lie s(andardls set forth, herein, as set by the Deparlmcut of Comurerce and the Department of Natural Resources, Slate of Wisconsin. Ccrtifrca(ion staling Ihat your septic sys(cm has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days re c year expi lion dale. 44 �� S'l GNATUR OF APPLICANT 4 - / N/ o/ DATE OWNER Cr1iTIrICATIO I (wc) certify that all statements on this form arc ime to (lie best of my (our) ktrowlcdge; I (we) am (arc) the owncu(s) of tit roperty escribe abo , by virtue a warranty decd recorded in Register of Deeds Office. , 4-/ ZIGNAIURL� Or APPLICAN'r DATE • *' + ++ Any information prat is Luis- rcpresen(cd may result In the sanitary permit being revoked by the Zoning Dcpartnucnt. +• + +•• ++ Include with [Ills applicnlion: a stamped warranty decd from lire Register of Deeds office a copy of Ilre cettifrcd srrtvcy map if reference is made in the warranty (Iced 09r'03M00 TUE 11:33 FAl 715 386 4681 REGISTER OF DEEDS 0001 �151zt►uE242 STATE BAR OF tV13CpNLM FOkM.2._ 1079 DscutaeatNuneer NVAAMANTY DEED This Mud, made bor"an Stay J. Derrick Js� AN T errs Grantor. and P Collovs Bul:dcrs, inc., a Niiaaasota Coraorativ _ n Fri Ja. Grouse, - 3 Grantor, fu a voluble coasldonttou, WdVOys to Grantee tha foilowlrg dcrcribsd teal cmut In St. Croix County, State of Wisconsin (lf mote spact;s ncadot), plates allacb addendum): Ra=tW Alts The Southtatsr Quarter of the 3w:hwest Quarter (SE % of SW %) of-section Na d Return .{ 1 . 24 and that iwri of Iha N'A of 3cctim 25, Iyiap, Northerly of 14140th Avenue ` rby 0 tar 1 t { 0N, Pangs 18 weal, &. CroUt Co 00 JOr� ip 5 g =*% Wisconsin, ALL is Townsh F 1 ,,ry EXCEPT Part of N bi of Ssation 25 d-scribed as follows: Comrarncing at N t 4�T IF � 9 a/ Vt cony of acid Section 23; du m North 84 dcgrseR 06 rains o West on North line of acid Sa4tlon 15; 603 four, thaws South 01 drgm* 23 rainutm Wort 1353 feet; M401 South SA degre<a 06 minutes East 1294 feet; thtoca 2(" 1071-4M W A 264072- 70 Nor); t deEmo 23 minutga E 1353 fop to said North kaa; tbanoo Nord: 19 Parcol ldmadmakm Number (PIN) dogresc D6 minuics West on said N lino 6$7 feat 14 Plate of Beginning. St. 7191 18001 haams osd pi wy. Cr.)ix County, Wkccrtrin. 0U Ib Rot) Exceptiotu to warrastiew p„yaamwt. reatrictiera and righ4-of way of reeold, Harty. Dated this day of bLt 2SW s Stevan . Dereirk AUTHENTICATION ACKNOWLIMMENT Sisnawto(s) Scam J. Mrrick STA OF WISCONSIN ) County ) Ruthentiaatsd th'a K day of NLY_ I1101, Personenr ;tuns bafara me this day of the above aaomd s Krinias 0slaud - TITLE MEMBER STATE BAR OF WISCONSIN Ir s to ms known to be the ppersons) who ex"U" the t'orego;nS aud,orlsad by p 706.)6, W le Stau.) Instrument and ackaowk:dsed the lama 1111t; INSTRUMAWT WAS D)LA 1 ui RY Attorn��e� KM I" 0tuad Notary Publlc. State of Wisconsin Ha ors a. W 1'Si4[e h tv 120mmi-100 is permutcnt, (1f ant, state cxpiratim duo: (Sttnoarret m:ry be atatsnucaed at ackeowlrapd. Both use not riceswr).) , .1 Name of persons slSalng Li say capacity mast bt typed cr prkad belaw thrlr siSsanrt, rvawan ww..mr. C"Wry. Fwd d� bLn. 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ELLIOTT - g -130 / 4 '1 Goulds eF 6 Submersible Effluent Pump C� J., EPO4 EP05 APPLICATIONS • Fasteners: 300 series •Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for:effiaent heat transfer, ; llowing uses: • Capable of running :lubri cation and efficient strength, and durability. fo • llowi n uses:ms dry without damage to fieat transfer. ■ Motor Thermoplas- • Homes comp°ce Available for automatic and tic co integral handle Motor. and float switch attachment • Farms = r manual operation. -Automatic points. • Heavy duty sump • EPO4 Single phase: 0.4 HP, • Water transfer 115 or 230 V, 60 Hz, 1550 models include Mechanical Float Switch assembled and • Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant automatic reset ■ Bearings: Upper and lower • SPECIFICATIONS EP05 Single phase: 0.5 HP, FEATURES 115 V, 60 Hz, 1550 RPM, heavy duly ball bearing construction. Pump: SW built in overload with n EP84 Impeller. Thermo- • Solids handling capability: automatic reset plc Semi -open design AGENCY LISTING 8 /; maximum. • Power cord: 10 foot with pump out vanes for • Capacities: up to 55 GPM. standard length, 1613 SJTO mechanical seal protection. IallafinMa lftfsAsso"On • Total heads: up to 24 feet with three prong grounding m EP05 Impeller. Thermo- * Discharge sin: 1 IN NPT. plug. Optional 20 foot plastic enclosed design for (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with end in °F" or "AC".) and Base: rotary/ceramic - stationary, three prong grounding plug improved ance. BUNA -N efastomers. (standard on EP05). ■Casing and Base: Rugged • Temperature: thermoplastic design provides 104°F (40°C) continuous superior strength and 140OF (60 intermittent corrosion resistance. • Fasteners: 300 series METERS FM stainless steel. 10 • Capable of running x, dry without damage to s 30 s r ; components. Pump: EP05 s - • Solids handling capability: c 7 25 V; macdmum. a W • Capacities: up to 60 GPM. x s • Total heads: up to 31 feet • Discharge size:1 W NPT. • Mechanical seal: carbon- 0 1s rotary /ceramic-stationary, a 4 BUNA -N elastomers. a • Temperature: 3 10 104OF(40°C)continuous 140OF (60°C) intermittent 2 5 . 1 0 00 10 20 _ 30 40 50 GPM t . 6 8 X,1!40 .. 12 UlVh ti 0 �.. 4