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HomeMy WebLinkAbout040-1233-90-000 0 o 2 0 c ] 7 § § ; 3 $ \ � � , § « / 7 0 0 0 0 S 2 /§ o O o \ Q e w < } & \ 2 + § $ ) 2 & G .\ w c ~ / \ / \ \ \ § 0 ) \ ƒ Q m / $ q a @ \ ■ o =( E E% 8 E O E k ° Cn CD ƒ CD ( i R A / / ƒ $ ` 2 o ^ ® � a d / / \ \ k / 4 (D = m n c . � (n 00 co { % 0 \ � \ �. 0 0 0 0 � e � ■ � � � � \ � i $ \ § = o CD I- En CD m / k / I / K T. § 0 2 - _ \ \ \ \ \ ( ( o © / \ § 9 J \ o 0 0 7 . � @ G : g = ° i G 3 a cn / z 0 C) � .. Z w w T m % CL { z 0 $ 7 7 y » 2 ® � I ± � ƒ § � Z 0 % ( 0 � t I ` � ƒ � \ � \ I * 0 \ * \ f f o / I 0 i � � � r s a ST. CROIX COUNTY ZONING DEPARTMENT 191 ".11 •. AS BUILT SANITARY REPORT , Owner _ .J -el Property Address i-f c ; 1 M La, Q 19 0 City/State - ` cotjNT( ' Legal Description: Lot _ 2 e Z Block Subdivision/CSM # %4 ��- ' /4, Sec., T z'N -RW, Town of _ j" PIN # SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer Size ST/PC /G'Q� 6 setback from: House Well P/L Pump manufacturer % n e c c: r A: Model 3 . - Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: cC Width Length �/ Number of Trenches Setback from: House Well /Z! P/I, Vent to fresh air intake 3 D ELEVATIONS Description of benchmark � f - , � Elevation c- Description of alternate benchmark �� ��T�, , r �= �i ;, 1 D Elevation ;4 A t- -v- Building Sewer ST/HT Inlet ST Outlet PC Inlet PC Bottom Header/Manifold �/� % Top of ST/PC Manhole Cover Distribution Lines ( ) / 4S 9. �? l ( ) ( ) Bottom of System ( ) / e� /,A () ( ) Final Grade ( ) l , 61 ( ) ( ) Date of installation A % , ikrmit number 43� Cj ��s ,� State plan number Plumber's signature /�Z -.� /" number /�1�' >�t Date Inspector Complete plot plan or FM0411 1288 Q awurr 41"-ff Slkm- 1939 OELLEf' O. o Supersedes 0867 Product information presented here reflects conditions at time of publication. Consult factory regarding 3280 Old U NW Lane uw �! discrepancies or Inconsistenciee. P. 0. Box 18347 • t Kentucky 40216 (502) 778 -2731 • FAX (502) 774 -3624 COMPARE THESE FEATURES • Non - clogging vortex impeller design. ( ' 11377) " Cast Iron Series • Float operated, submersible (NEMA 6) 2 pole mechanical switch- " 139 " Bronze Series • Durable cast construction. Cast switch case, motor and pump housing, base "" FL O W M and impeller_ No sheet metal parts to rust or corrode. • Stainless steel screws, bolts, handle, guard, and arm and seal assembly. FOR SEPTIC TANK SYSTEMS • Bronze units available_ EFFLUENT • UL- listed 3 -wire neoprene cord and plug - 10 ft. standard for automatic. OR DEWATERING PUMP 15 ft. standard for nonautomatic- • Automatic reset thermal overload SUBMERSIBLE protection. 1 NPT DISCHARGE • Oil filled motor — hermetically sealed. • Carbon and ceramic shaft seal. • Maximum temperature for effluent or dewatering- 130 °F. - 54 °C. • 60 cycles, 1725 RPM. ...... • Passes % inch solids (sphere). • No screens to clog. wif ° Pump • 1 1 /2 " NPT Discharge. SSPMA s peeiocation • On point - 9 ". u 1af s° • Off point -3 ". ®L 199 Swim 861115 • Maior width- 11�i'4". LISTED • Height -13 ". SIMPLEX AND DUPLEX SYSTEMS AVAILABLE PACKAGED SYSTEMS AVAILABLE VARIABLE LEVEL CONTROL SYSTEMS AVAILABLE 7AFZZ.Fiff 01 HEAVY DUTY DESIGNED FOR EFFLUENT APPLICATION 3280 Old Millers La MODELS AVAILABLE P.O. Box 18347 . Automatic or Non - Automatic Louisville, Kentucky 40216 e 1h H.R. 1 Ph., 115V, 200 -208V or 230V (502) 778-2731 • % H-P., 3 Ph., 200 -208V or 230V • ME Canadian Standards Assoc. Manufacturers of ... certification available - -- 1Y ,. varwx TRW Unpell•r m 4% — -- 7% }�— 6'A ILU w _ f HEAD CAPACITY CURVE MET A ' 4 MODEL137 -139 CAPACITYGALLONs&nERS o 0 4% 30' CAPACITY + HEAD UNITSIYIN 0 6 FEET METERS GAL LTRS a 5 1.52 104 MU 51i /y NFr = 10 3.05 79 300 V ,15 4.57 64 242 a 0 20 20 a.10 36 136 > fG�� 25 7.62 a 30 c 1 26 7.92 0 0 F 1s O 4 U 10' 2 5' I 12# I a U.S. 10 20 30 40 50 60 70 60 90 100 110 GALLONS LIT Sl Ito 160 - ' 320 400 4 0 FLOW PER MINUTE — CONSULT FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200/208V or 23OV. • Mercury float switches are available for controlling single • Electrical alternators, for duplex systems, are available and and three phase systems. supplied with an alarm, a Double piggyback mercury float switches are available for • Mechanical alternators, for duplex systems, are available variable level long cycle controls_ with or without alarm switches. • Long cords are available in lengths of 15-25 -35-50 feet. • Combination starters are available. • Over 130 °F. (54 °C.) special quotation required. Standard All Models - Weight 47 lbs. lh H.P. SELECTION GUIDE SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. 137/139 Saks Control selection 2. Single piggyback mercury float switch or double piggyback mercury float Model ro1N vtr Mak Amps Shnplex pugey switch. Refer to FMO447. M137/139 115 1 Auto 10.4 1 or 1 &8 _ 3. Mechanical alternator "M -Pak" 10 -0072 or 10-0075. N137/1 115 1 Non 10A 2 or 2 & 7 3 or 5 & a 4. Gombinat Starter. Refer to FM0514. D137/139 230 1 Auto 5.2 1 or 1 & e _ 5. See FM0712 for correct model of Electrical Alternator "E Pak ". E137/130 230 1 Non 5.2 2 or 2 & 7 3 or 5 & 6 6. Mercury sensor float switch 10 used as a control activator, specify - ti137n39 ego -toe 1 Auto E.2 1 & e duplex (3) or (4) float system. '1737/139 200 -208 t Non 8.2 2&7 3 or 5 & 6 7. Four (4) hole "J- Pak ", junction box, for water tight connection or wired -in 'J137/139 209 -20s 3 Non 2.2 2&4 3 & 4 or 5 & 6 simplex Or 2 pump operation, 10 -0002. 'F137/139 230 3 Non 3.0 2114 3& 4 or 5& 6 '0137/139 460 3 Non 1.5 2&4 3 & 4 or 5 & 6 B. Two (2) hole "J- Pak ", for Watertight connection or splice, 10-M. No molded plug Three Phase u nits requirea Control switch to operate an extemal magnabcorcombination CAUTION starter. All Inateliallon *I contr•ts, Protection devlc s and wiring should bedorwbyaqualified For information on additional Zoeller products refer to catalog on Combination starter, licensed elecldctan. All electrical and sanity codes should be followd including the FM0514; Piggyback Mercury Float Switches, FMG477; Electrical Alternator, FM0466; mostnmmtNoOoMlEkekle Code ( NEC) and the Occupational SafelyarMXaelthAct Machanical Alternator, FM0495; Alarm Package, FM0513; and Sump/Sawage Bsains, (OSHA). FM0487_ RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 3M Old 111111119wx Low Manufacturers of ... ZjffZZ_Z1, L LoWst1t Kenawky 402 16 (802) 77&2731 QUALITY A"Ry 4 5=1_ AW 3 0 111 I ' I I ' S Wisconsin Department o f Commerce PRIVATE SEWAGE SYSTEM County: • Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: ❑ City ❑ VillageX❑ Town of: State Plan ID No.: 13 URBACK, JEFF & COLLEE' TROY CST BM Elev.: Insp. BM Elev.: BN�escription: Parcel Tax No.: l� /oD 040 - 1233-90—non V — TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septi 1 t ex� L a4,1 Bench T Dosing �•� o3.C8 -- Aeration Bldg. Sewer Q�. D. 9y. 03 Holding Pllt Inlet • �. 93.E TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. AirI to ntake ROAD Dt Inlet irl Septic N�r (� A NA Dt Bottom Dosing 3 I NA Header / Man. Aeration A Dist. Pipe 166j/ / q Holding Bot. System J PUMP / SIPHON INFORMATION - .37 t" ju Final Grade Manufacturer - 70 GL L6yZ— Demand �� �'(p•�f Model Number 137 �W GPM * t�q �� q•, Ipq.1l �d� TDH Lift ,/�, 9 Lrictiona � SySterrh TDH" t oss Forcemain Length Dia. H it Dist. ist. To Well SOIL ABSORPTION SYSTEM BE N Ri N CH Width �, Length No. Of Trenches PIT No. Of Pits Inside Dia. Liq D epth DIMENSIONS ' SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING Manufacturer INFORMATION Type O Model Num Syste 10 ' 617 ' CHAMBER 0/,& OR UNIT DISTRIBUTION SYSTEM [ Head S acing Vent To Air Intake a Length er `�� Dia. �Z Length Dia. �� Spacing J '�t� •Y Tj 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 lam" Topsoil ' Yes E] No Yes E] No COMMENTS: (Include code discrepancies, persons present, etc.) 3 �— q_Ga LOCATION: TROY 3.28.19,NE,SE 548 TRILLIUM LANE — COUNTRYWOOD LOT 29 ��1 , [((t�)�� - 04-e��, 54a. j0 7 ti✓e TZ (/ (4. 6A1 Ga fflrM � y7jlhc� M NI✓ /01 -9 /w.117 10 /• /O/. WO t'k 78 " p W1 a 1 3 - 7 t lin P an revision require ? ❑ Yes P] No Use other side for additional information. SBD -6710 (R.3/97) Date Inspe or's Signature ert, \ Vi icons i n Safety and Buildings Division SANITARY PERMIT APPLICATION 201 W. Washington Avenue In accord with ILHR 83.05, Wls. Adm. Coe P O Box 7302 d Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size. _S� • See reverse side for instructions for completing this application State Sanitary Permit Number Personal information you provide may be used for secondary purposes ❑Check if re 7, o�previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION Pro,Rerty Qw Aer Nam ''/ Property Location m L z c� U/2 �i i� c,� W�iia /_ va, S T aS , N, R 1 7 E (o W Property Owner's Mailing Add /ess Lot Numb r Block Number City, Stat Zip -Cade Phone Number Subdivision Name or CSM Number II. TYPE F B ILDING: (check one) E] State Owned !t Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms o V ow a n OF ✓ ® 7/P/ZZ,o /I III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo d Ll ® - 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. gf New 2 ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5 ❑ Repair of an ______System -------- ----------- __TankOnly______________ Exi sting ________ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 KTllound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- GroundlPressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -ln -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade D Requi S d ($ . ft.) Pr sed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation ,Z -� /© Feet Feet VII. TANK Capacity gall Total # of Prefab. g Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name concrete con- steel lass Plastic App New Existin strutted Tanks Tanks Septic Tank r Hofdinq Tat _ Q ❑ ❑ ❑ ❑ ❑ ift Pump Tank iP4"4- erfrber -� ©� 11 1:1 El 1-1 El 11 VIII. PONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Sign* re: (No St ps) MP /MPRSW No.: Business Phone Number: Plumber's Ad ress (Street, Cit , State, Zip ode): t 3© L (.s IX. COUNT / DEPARTMENT USE ONLY , ❑ Disapproved Sanitary Permit Fee (Includes Groundwater D ate I ssued Issuing Agent Signature (No Stamps) Approved ❑ Owner Given Initial Surcharge Fee) Adverse Determination ��� /d0 lads /9B /COG X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11197) DISTRIBUTION: Original to county, One copy To: Safety & Buildings Division, Owner, Plumber f Safety and Buildings 2226 ROSE ST • LACROSSE WI 54603 -1905 Nisc,onsin Tommy G. Thompson, Governor Philip Edw. Albert, Acting Secretary Department of Commerce September 29, 1998 CUST ID No.267341 A7TN.• Rod Eslinger WEGERER SOIL TESTING & DESIGN 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 09/29/2000 v Tdentrticationhlumbers " Transaction ID No. 149568 ite ID No. 161056 SITE• ' (, lease refer:to both identtfieatton numbers Site ID: 161056'$ above, in all correspondence withthe St Croix County, Town of Troy ST CROIx agency- NEIA, SE1 /4 S3, T28N R19W `` COUNTY .;: ZONINGOFFICE Lot: 29, Subdivision: Country Wood Jeff & Colleen Burback FOR: Description: Mound Object Type: POWT System Regulated Object ID No.: 427617 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Adm. Code. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Slats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 09/25/1998 FEE REQUIRED $ 180.00 4DNWNKSKSO4 ASTEWATER SPECIALIST FEE RECEIVED $ 180.00 Field Operations BALANCE DUE $ 0.00 (608)785-9336, MONDAYS 7:OOAM- 3:45PM DSORENSON @COMMERCE. STATE. WI.US i Page of 6 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE LOCATED IN THE Nt 1/4 OF THE S 1/4 OF SECTION 3 ,T N, R 15 W, TOWN OF T2.oLf ST- e-RAIK COUNTY, WISCONSIN. INDEX Sep Z F® PAGE 1 'of 6 TITLE SHEET SAFpTr E S 1998 PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT .PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR Pf� CALLqIET1 +j �v�S�►�l , W I SY�lb PREPARED BY waC SO 11_ . TEST I ni(E3 �gd04ele DE 7 AND T fi r- ON . �4 113P4 s;T= P.O. BOX 74 421 K. KAIK ST. A-UR L. = WEGERER RIVER FALLS. KI 54022 , 915 P 715- 42`x0165 'L=O RTM, ll kow -`Z 4 2) JOB NO. PLOT PLAN , Page z- of 6 Scale 1"= Np ' 4 l P T. `" Sti"1 1vCTttRt�T \-uT l 1 wt, i S- ��' t! �v CDT Q0)-1PftCT 1 i 5 0 OF @oY�D►^� of -� QIJ S 3 �D2y s v a G k 1..►tt� \- o�t'�10►v Z\u i PRIV AGE SYSTEM ; Conditionally APPROVED X vIs" OF WE" AND SEE CORRESPONDENCE NOTES 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( Z required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. Septic tank to be \OOO /boa gallon capacity manufactured by •w\,ZM tM eativ c \ze - � - e �\Z u�U cr s . 1 - l b30 5. Bench Mark aM- eL, 100.0' o,\j \`' SINM_ P1Prz �-< " -- \ 04 -�' ('g W - V;r�-t 6. Divert surface water around mound to prevent ponding at the uphill side. Page 3 Uf Approved Synthetic Covering T) Distribution Pipe Medium Sand _ H _ G Topsoil F Elev. r j j, _ 3 E tt D b Z �l Slope ( Force Main Plowed Trench of V'-2k" Aggregate From Pump Layer Undisturbed D - Z -Q) Ft. Soil E Z. Ft. Cross Section Of A Mound System Using F o Ft. I Trench For The Absorption Area G Ft. A S Ft. H I• S Ft. B -- IS Ft. I S Ft. Linear Loading Rate= 6 , 0 GPD /LN FT J Ft. Design Loading Rate= 0.3 GPD /SQ FT K \3 Ft. ✓ _ , 1 L VZA Ft. 4d t-ernate Position of Force Main W 3 I Ft. L B K-- A q-- -- — — - -- — — w �- Distribution Trench Of 2 - ? Pipe Aggregate t Permanent 1 Observation Markers Pipes (Anchor securely) SEWAGE SYSTEM ,zditionally Mound I Using Trench For Absor AP 11ViS10N Of SAFETY AND BUILDINGS SEE CORRESPONDENCE Pa Of .6 Perforated Pipe Detail 0 End View Perforated End Cop PVC Pipe Install permanent at end of each lateral Holes Located On Bottom, Are Equally Spaced Q End Cop P fe * PVC Force Main 3 Distribution Pipe Lost Hole Should Be Next To End Cop Distribution Pipe Layout P 3 S Ft. X 3 � Inches PRIVATE SEWAGE SYSTEM Y 36 Inches Conditionally Hole Diameter 1 �y Inch A P 610) Lateral 1 1 �� Inch(es) RO VE D Manifold Inches DIVISION OF SAFETY AND BNILDIMGS Force Main " Z Inches # of holes /pipe \ �- SEE CORRESPONDENCE Invert Elevation of Laterals t �`� • Ft. Place lst hole la u from tee with succeeding holes at 3 6" intervals.. Last hole to be next to the end cap. Combination Septac;Tank and PUMP' CHAMBER CROSS SECTION AND SPECIFICATIONS,' PAGE S OF b VCUT CAP WEATHER PROOF JUUCTIOU 86X 4'c.I. VEAI7 PIPE t APPROVED LOCKING � 10' FROM DOOR, MAIJHOLE COVER wl'M .i1MDOw OR FRESH wARI.1IIJG LJ40El.. ALA IIJTAKE S co>J�Ir • 16 °r.,�N, GRR ( `(� HIM , I' tj • ( �. 18'h11u. 18 ---- - - - - -- -- PROVIDE I - - - -- 7v& IA1LET — TAIRTIGHT SEAL 1 I APPROVED JOI 84P A I I' APPROVED JOINT: w /c.T. P►PCaRM construction I ICI w /C.I. PIPE�PJc S, 14 s comply with I I� ALARM pFt1Vp' . 1;3.15 and 33.20 o I I Cori dti � � I Ow I I __ I L E V. F T. PU M P , OFF D COIJCRETf� ' 9- oo BLOLK gEE GO RISER EXIT PERMITTED OWLy IF TAIJK MAIJUFACTURI`R HAS SUCH APPROVAL 3 vtD BF tN4 SEPTIC SPECIFICATIC)KIS DOSE Wt �s2 z�o�ea 3.S$ TANK MAWLIFACTURCR: ►DUMBER OF DOSES: PER D" TANK SIZC: GALLOUS DOSE VOLUME 1 ALARM MAAJUFACTUICf.R: S,S, �� 0 S�iJ"T>� ? S INCLUDING BACK ►LOW: GALLOWS MODEL DUMBER: CAPACITIES: A= 1$ IuCHES OR 301.0 GALLOWS SWITCH TYPE: Me ���"� B= Z INCHES 33 G�LLOIUS PUMP MANUFACTURER: zo�,L�� CO, C= 8 tuCHES OR \ 33 `$ GALLOUS MODEL UUMBER: 96 D= $ INCHES OR �� 3 `� 'GALLOuS SWITCH TYPE: IJOTE: PUMP AMD ALARM AR TO bE MIUIMUM DISCHARGE RATE Zb CA GPM INSTALLED OM SEPARATE CIRCUITS vERTICAL DIFFERENCE DETWEEAJ PUMP OFF AAIO..DISTRIBUTIOU FEET t MI IJ IMLIM WETWORK SUPPLY PRESSURE . . , 2 5 O FEET •+ SQ FEET O F F ORC E MA X `' F Yo►r. FRtCT 10 IJ FAr FE TOTAL C19UAMIC. HEAD FEET Pump chamber DIAMETER IAITERAIAL DIMLLISIOWt OF TAUK: LEIJGTH ;WIDTH ;LIQUID DEPTH BOTTOM AREA - 231= GAL /INCH AS PER MANUFACTURER GAL /INCH I t HEAD CAPACITY CURVE 3 7/8 6 1/4 30 MODEL "98" 4 5 IE /8 8 ° I 3 5/8 / 6 = 6 m ° \Z OLB + + 15 O ° 4 4 3/16 J 0 t0 Zia at / I— 2 5 1 1/2 -11 1/2 NPT 0 U.S. GALLONS 10 20 30 40 50 60 70 80 80 160 240 0 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENTANDDEWATERING CAPACITY 12 -4- HEAD UNITSIMIN FEET METERS GALS LTRS 5 1.52 72 273 10 3.05 61 231 15 4.57 45 170 4 3/16 20 6.10 25 95 Lock Valve 23' SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and • Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available with • Double piggyback variable level float switches are available or without alarm switches. for variable level long cycle controls. SELECTION GUIDE Standard all models - Wei ht 39 lbs. - Y: H.P. 1. Integral float operated 2 pole mechanical switch no external control required. 2. Single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch Refer to FM0477. Model Volts -Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10 -0072 or 10 -0075. M98 115 1 Auto 9.4 1 or 1 & 7 — 4. See FMO712, for correct model of Electrical Alternator, E -Pak. N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10 -0225 used as a control activator, specify duplex (3) or (4) D98 230 1 Auto 4.7 1 or 1 & 7 — float system. 6. Four (4) hole J -Pak, junction box, for watertight connection or wired -in E98 230 1 Non 4.7 2 or 2 & 6 3 or 4 & 5 simplex or duplex operation, 10 -0002. 7. Two (2) hole J -Pak, for watertight connection or splice. CAUTION Forinformation on additona[Zoellerproducts referto catalog on Combination Starter, FMO514; Piggyback All installation of controls, protection devices and wiring should be done by a qualified Variable Level Sw FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/ licensed electrician. All electrical and safety codes should be followed including the most Sewage Basins, FM0487; and Single Phase Simplex Pump Control/Alarm Systems, FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Mall. TO: P.O. BOX 16347 Zo O / /�� Louisville, 49 C ane Ru 347 Manufacturers L L SHIP T0: 3649 Carle Run Road Louisvlle, KY 40211 -1961 QTrP U,NP9 S .YCE I9,�9 PL/MP �0 (502) 778 - 2731.1(800) 928 -PUMP FAX(502)774.3624 Wisconsin Department at Industry ,SOIL AND S EVALUATION REPORT 5 4 3 Labor n ar, Reasons 9 D �' ` Safety_& 8ufdings in accord with ILHR 83.05, WiS- Adm. Code _ C ( _ r Attach,rrmpiete site plan on papernptlestAhah;'e' x 11 inches in size. Plan must include, but $t not limited to vertical and horrzgntal reforop a point (BIB, direet6 and % of slope, scale or pu L1 � dimensioned, north arrow, and toeaaot arts} distance to nearest"road. ; F e T*l1 r� y _ ° .. ,APPL , .CANT INFORMATION — P" 1:'PR: NN - - AWNFORMATION MWED B*r C DA .. PROPERTY OWNER:. PROPERTY LOCATION Richard S out GOVT. LOT NE 114SE II/ ,, )r) W PROPERTY OWNERS MA!I.ING ADDR LOT # BLOCK # SUBD. NAME OR 1353 Awatukee Txl. 3-9� na rctlritL�Tnioi CITY, STATE ZIP CODE PHONE NUMBER ❑CITY []VILLAGE KFOWN NEAREST ROAD Hudson, W ' . . 54016 M)549-6731 Tower Rd. P*New Construction Use Residential 1 Number of bedrooms 3 [ Addition to existing building w [ 1 Replacement Public or commercial desaibe Code derived daily flow 450 gpd Recommended design loading rate • 4 bed gpolft - 5 trerxh, gge Absorption area required 375 bed, tt 375 trench, ft Maximum design loading rate • 4 bed, gpdtft .5 trench, gpdj t Recommended infiltration surface eievation(s) _. 101._ 80 ft (as referred to site plan benchmark) Additional design I site considerations na Parent material limestone uplands Flood plain elevation, if applicable — na F U Fl = Suitable fpr System CONVENTIONAL MOUND IN GApUND f RESSURE AT GRADE SYSTEM Iry L L ►�Ot tJt UwK _ Unsuitable for system ( ❑ S ® U R3 S ❑ U ❑ S CC [I 0 U C] S 0 U ❑ S � t1 SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottes Texture Structure i. y Roots (.3 l /ft in. Munsell Qu. St Cont Calar Gr. Sz. Sh. g,- r 1 0 -10 1 10 r3/3 none 1. 2msbk mfr cs 2f .6 " 2 10 -24 7.5 r4/4 none sicl 2msbk mfr 9v If .5 Ground 3 2438 7.5 r4/6 none scl 2msbk mvfr elev. if .5 9 .35 ft. 4 38 -60 10yr7/2 Fract red Limes one Depth to limiting factor 38" Remarks: Boring # 1 0 - 10 10 r4 2 none 1 - 2msbk mfr aw 2f 2 ` / one + 2 10 10 r4 4 n sicl 2msbk mfr It Ground 3 20 -27 10yr5/4 none sicl lfsbk mfr qW na .3 elev. 4 27 -48 10 r7/3 0 0.8 cl and FractU ed Limestone tt. Depth to limiting factor 27" Remarks: . CS7 Name:--- 4Reaao Print : Gary— Steel Phone: 715- 246 -6200 Address: 1554 2220f h. Ave. , ew Richmond, Wi . 54017 Spnanxe: L _ C /j Date: , , ^ ^^ CST Number:MCl: 38 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT 9 j 1 of 3 labor Human Relairc�ns D ; , v'y3n of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code C Q Attach nomplete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St •,1 not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or EL Ad 2 dimensioned, north arrow, and location and distance to nearest road. iqlo 19 APPL'CANT INFORMATION PLEASE PRINT ALL INFORMATION VM WED BYST Cp OIX DA PROPERTY OWNER: PROPERTY LOCATION Richard STout GOVT. LOT NE 1 /4SE 1/4, Y W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR 1353 Awatukee Trl. na '' try'Wod)d CITY, STATE ZIP CODE PHONE NUMBER EICITY OVILLAGE QfOWN NEAREST ROAD Hudson Wi. 54016 (715)549 -6731 Troy I Tower Rd. [x* New Construction Use ( Residential / Number of bedrooms 3 [ ] Addition to existing building ] Replacement [ J Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gp d/ft2 •5 trench, gpd/ft Absorption area required 375 bed, n2 375 trench, ft Maximum design loading rate • 4 bed, gpd/ft - 5 trench, gpd/ft Recommended infiltration surface elevation(s) 101.80 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material limestone uplands Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem D S ® U I RI S cl U El IR C] S 0 U ❑ S Z U El S 0 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure I GPD /ft Boring # Horizon Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ITw& l 1 0 -10 l0 r3/3 none 1 2msbk mfr cs 2f .5 .6 2 10 - 7.5 r4/4 none sicl 2msbk mfr gw if 1 .4 .5 Ground 3 24 -38 7.5 r4/6 none scl 2msbk mvfr if .4 .5 elev. 99 ft, 4 38 -60 10yr7 /2 Fract red Limes one Depth to limiting factor 38" Remarks: Boring # 1 0 -10 10 r4 2 none 1 2msbk mfr CIW 2f .5 2 10 -20 10 r4/4 none sicl 2msbk mfr qw if .4 .5 Ground 3 20 -27 10yr5 /4 none sicl lfsbk mfr CiW na .2 .3 elev. 4 27 -48 10yr7 /3 cl and Fractured Limestone 10 n. Depth to limiting factor 27" Remarks: CST Name. =Please Print Phone: Gar L. Steel 715 - 246 - 6200 Add ress: 1554 290th. Ave., New Richmond, Wi. 54017 Signature: Date: CST Number:MO2298 Cry+ 10 -19 -95 STEEL'S SOIL SERVICE Gary L. Steel Richard Stout 1554 200th Ave. CSTM2298 NE4SE4 S3- T28N -R19W New Richmond, WI 54017 MPRSW 3254 town of Troy (715) 246 -6200 f lot #39- Country Wood N 1" =40' BM.= top of 1" steel pipe C el. 100' Alt. BM. =nail in tree @ el. 104.00' �^ r 2 10 e � 2' Gary L. Steel c -19-95 L-4 llir�l ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer y . - / /�: O le X_"� Mailing Address 2 2 / 3 � ®, Property Address 5 9 S Tr t l h u W\ Lo yl e (Verification required from Planning Department for new construction) City /State � 6e; s • Parcel Identification Number �1�- / 3 3 fo LEGAL DESCRIPTION Prop Location Ak �/, S �; P Y /,, Sec. � , T -2-,? -R_n W, Town of Subdivision O a /� y f � u I Lot # Certified Survey Map # , Volume L ) , Page # Warranty Deed # . F 7 / D , Volume /3 7 , Page # 3 12 Spec house ❑ yes ❑ no Lot lines identifiable C!f yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. / A GITAYURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. � & 61� iU / Yl g ' K St GAtM OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed f { F w a- 3 I N O I- cr cn U) Ki N u U V) M V) W w Q CSI M ~ M W d LL 33' 33' I c\i o cr w OD to �I W N CO N CO In ^O \� o N N 3 O O \ - - - - m M m z U I o ^ (0 I W —� S00 0 09'53 "E 665.00' — w L— - - 279 48' - - 385.52' a- - - I 8 PUBLIC — ST R E �o N ''� N00 "W 665.00' g o -- / 330.00 O Z — — NOeO9'53 "W co , M z 8 o ♦ �? a F- W / U) W p / I 6 6' O / o � I CID I LL 8 Z I wch N W v, Q co to (D lO G7I r1r) = t- N Z I, 8 Q 11 11 3 -JI W< 0 I 1 0 U) � o s QD L�J I �t'�` \ 00 ti N ? 04 ` c� 2 JI w ° W LI 04 x 8 G\ a i M � I ., i o � u UI _ J I I S ►- N1g' 0 9 �Y)I �I L71 'off a O d \ go. \ I 1 1 Lu Vi BEARINGS ARE REFERENCED TO THE SOUTH LINE OF o (�: 9 THE SE IA OF SECTION 3, ASSUMED TO BEAR S88 °38'39" W. 00 too c� 5 s� z (0 oi , Q " J J cj