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HomeMy WebLinkAbout022-1092-40-200 n ■ o � ■ T n c 2 § \ § % ^ ) \2 \ � 0 4 0{ 0 $ m/\ 3 m 8 $ O ° g $ \ k \ y + § [ q _$ § 6 k 0 © i ° \fa \ / 3 CL \ \ E �_ \ 0 \ \ \ % / , _ . � 2 m z > ( E « > ® E E 2 k 3 / § 7 \ \ w c _ _§ CD 0 CL -< \ j C m 2 e X \§ E n \ \ I E \ k k \ \ ± \ �, m 2 - § C' C' ■ - j ) 0 7 7 v o \ \# ° 0 ; \ D N) \ fu §_ \ / & � .o z . : 0 > > o / g ` � 7 7 / \ �. CD / OIQ � � 2 z / m f \ § $ $ / % ■ \ $ § < q § e J z / } § \ \ \ / % \ ƒ � \ � � 7 � \ a � j 2 / ; c:l . . � 0 ) f / _ 0 . § I \ � \ J S OOrn PRIVATE SEWAGE SYSTEM � Div '0 1 sion ounty: INSPECTION REPORT St. Croix 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)). 384125 Permit Holder's Name: ❑ City Village Town of: State Plan ID No.: (irreenwood, Craig Kinnickinnic Township T BM Elev.: Insp. BM E ev.: BM n ion: Parcel Tax No.: g 7 / 022 - 1092 -40 -200 TANK INFORMATION ELEVA ION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 7 7i 1 7,06 Benchmark S S' 0 �'7t7 , s' Dosing Alt. BM Aeration Bldg. Sewer p Hol ' ; t Ht Inlet lQ, �� y, teZ TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Ventto ROAD Air Intake Septic - 1 / 3 ` rG NA Dt Bottom 13 - Z Dosing } >� O / Z ZJ ;NA A Header/Man. Aera ' Dist. Pipe g Bot. System 2 PUMP/ SIPHON INFORMATION 6 3 5 inal Grade Manufacturer Demand St cover , () Model Number GPM S Z' p S' TOH Lift '� , J Friction S tem TDH ( Ft Loss "ad Forcemain Length _�(' Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED / TRENCH Width , Length ( o Of Trenches PIT No. Of Pits Inside Oia. Liquid Depth DIM NSIONS (' I A60 `/ ✓ I SYSTEM TO P/ L BLDG I WELL LAKE /STREAM :C nu acturer: SETBACK ER INFORMATION Type O t �, M System: UNIT DISTRIBUTION SYSTEM -foe Header / Manifold Distribution Pipe(s) i/ x Hole Size x Hole Spacing Vent To Air Intake Length — Dia. Z Length / Dia. Spacing 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 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / /2/0/ Inspection #2: 7 / /z / Q( Location: 61 Liberty Road, River F lls, WI 54022 (SE 1/4 NE 1/4 3 T28N R18W) - 322818 / 50OA20 -Lot 2 1.) Alt BM Description = Ib� �.� G �d 2.) Bldg sewer length= i ' s ce oG►- -amount of cover 3.) contour= z I `, �� a�� "��o»,al S�►•� �i %l/ � ��oc��lc� ��• t� Ge. /e�� �oP o� an revision required? []Yes No Use other side for additional inforniation.. Z 6 SBD -6710 (8.3/97 Date inspector x5 6na ure Cert. No. 5� 0 4' l 1 1 3 3� M E40 Series u 4/10 HP Effluent and train Water Pumps ,2 Performance Curve RE JU 1 2 2001 -. s -f (;Fox � �ICc !� . MOCEL ME40 EFFLUENT � ZONpNGO G CAPACITY LITERS PER MI 0 50 100 150 200 250 300 50 40 1 2 35 .- 30 -- _ Z 25 9 X z 20 g F- 15 4 !- 10 0 5 2 Ll 0 0 10 20 30 40 50 60 70 80 90 !JO CAPACITY GALLONS PER MINUTE F. E. Myers, A Pentair Company 1101 Myers Parkway, Ashland, Ohio 44805 -11 419/268 -1144 FAX 419/289 -6658 Telex 98 -7443 1(3328 7/91 �.._....�,,....� rrintcd ;,� U.S.A. �tit6ery 2 Sanitary Permit App11 _`? / \. Safe' I Iit a n s ?Division In accord with Comm 83.21, Wis ode _ 2C 1 �'. �r'a htrgtDn Ave. t' `;� P" E 7x 7302 See reverse side for instructions for cc thi Department of Commerce [Privacy information you provide may be r seco ties `VI s3707 -7302 [Privacy Law, s. 15.0 ( 1)] �ubii:it complet .'. n ".r c ,cur: y if not 1 _ _ Attach complete plans to the county copy only) for the s st , on [ono e33 th /2 ) < im hes in siz County State S ' Permit Number ❑ Check 14 to previojTa n a �� w I. A plication Information - Please Print all Information WG c i— Property Owner Name f It rty Location 7O /Q G 10 A (6 � &s -Nw&v p j (, �'1/4A1 __C. or Property Owners Mailing Address Lot. Number Block number City, State Zip Code Phone Number Subdivision Name or CTJ `�w;.bar W O 11 &A /04/ 1 557 z q C I YO j..�_�� II. Type of Building: (check one) VA_ p� , � S ❑ City $- 1 or 2 Family Dwelling -No. of Bedrooms :� _ e KS _ G Village • Public /Commercial (describe use):_ L Town c • State -Owned a _ i V A)l6 /C ( ^f vl C __.r —° ---- N;arest Road —`- - - Parcel Tax Number(s) III. T ype of Permit: Check only one box on line A. Check box on line B if applicab a $', g OD q p A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6 [ Addit;on to System System Tank Onlyli:i _i` System B) Permit Number s!;'! xl ❑ A Sanitary Permit was previously _7 issued _......_. IV. Type of POWT System: (Check all that apply) _ • S O� - • Non - pressurized In- ground 74 ound ❑ Sand Filter :1 Cor.sIructed Wc:_:,: d • Pressurized In -gr unf -A �� 11 Holding Tank El Single Pass :1 Dri : Line i • A de Unit ❑ Recirculatin> ❑ Othei ❑ Aerobic Treatment U V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation: 7 anal Grrde �)a ? 7, 7-5 Required Proposed Rate (GalsJday /sq. ft.) (Min. /inch) 1 1": / M. )r! VII. Tank Capacity in Total # of Manufacturer Prefab Sit; Steel Fib : - P sti Information Gallons Gallons Tanks Con - Con.- gls New Existing crete struced Tanks Tanks P a VIII. Responsibility Statement — tUp tl.C- l I, the undersigned, assume responsibility for installatio of the P OWTS shown on the attach plans. _ Plu es Name (print) A Plumber' nature W MP /I*R• -No. 64 Plumber's Address (Street, City, State, Zip Code) kA IX. County /Department Use Only ❑ Disapproved S ry Permit Fee (Includes Groundwater Date Issued —' Issaiag Agent S.em; u I o s�'!Ts) Approved ❑ Owner Given Initial Adverse S r / e FFeeZ � Determination 55 • GW_ X. Conditio s of A proval / ea o s r Disapproval: C, t4_ mta;�� IA te,,_ W_"� ( " ��C ; e�nnw�a � 8'K S • , +C � 'fir d•. c s n� — � GY�� .... � _ PLOT PLAN Page 3 of 7 - Scale 1 "= 4v ' i Q3 a � J J i _J 9 SS'OF LA" PUC o �3Mt+L N a( i4 rib VS,' - 2�1 OL') -is � � - � I Du NOT C4$1% - ,PrL - oR a9V -1s' lv ✓ -__.�L �00_._O� Otv..�5'`. 1GH 31c�k I N"QC�_- pI PC- - L-jZL4( < -- - --- - - - - -- - - - -- w1;*.'z - . fit. - X1.4.5 l NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be 1 2,0o /Boo gallon capacity manufactured by Q1-FLU &1T' FtLtlsrt 4. Bench marks Std Pr130Ue 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 visconsin www.commerce.state.wi.us /SB Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 21, 2000 CUST ID No.691727 ATTN.• POWTS INSPECTOR ARTHUR L WEGERER ,.�r�; ZONING OFFICE 421 N MAIN ST ` ST CROIX COUNTY SPIA ... +- , PO BOX 74 y 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL v Identification Numbers PLAN APPROVAL EXPIRES: 11/21/1.002 = - 5T CR0 ''Pransaction ID No. 452106 couN''y Site ID No. 202127 Z�^;itvCy � rFiC "' Please refer to both identification numbers, SITE: Site ID: 202127, CRAIG GREENWOOD; �4OUNp ;y' I above, in all correspondence with the agency. ST CROIX County, Town of KINNICKINNIC ,I$JAJT '_R6A" D, KINNICKINNIC 54022 SE1 /4, NEl /4, S32, T28N, R18W FOR: Description: MOUND SYSTEM FOR CRAIG GREENWOOD Object Type: POWT System Regulated Object ID No.: 771481 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. 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 cons true tion/ins tallation/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 11/09/2000 1� 4 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 KEI WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524 -3633 , M -F 7 AM - 3:45 PM KWILKINSON @COMMERCE. STATE. WLUS WiSMART code: 7633 cc: CRAIG GREENWOOD TITLE SHEET Page 1 of 7 MOUND SYSTEM FOR A y BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manuai SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P C CZ. b/ qq� c R. 6 19 9� LOCATED IN THE SE 1/4 OF THE *JE 1/4 OF SECTION 32 , T Z 8 N, R I W, TOWN OF , �_)( COUNTY, WISCONSIN. L-(-3T 1JV \)0L. 14, P&G E — 9q q 6 - INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEWtCROSS SECTION of Mov,000 PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR - - - -- ' PREPARED BY f�A 6 WEGEF:ZEFt SO 2 L . TEST = NG AND . DES 3113" P.O. Box 74 421 N.Main St. River Falls, WI 54022 gtth�Hq Phone 715- 425 -0165 Fax 715- 425 - 68645 ®!�Sj� {" WEi;�gcp 1 � � ESWOq IM. DI ARTtJ,F Ji M! , DIIASMN OF SAFETY AND DUI 's 'GS �... . a� • G N 1 Y JOB NO. OO -3Z�o r. Mound System Management Plan Page 2 of 7 Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filter hall be cleaned as necessary to ensure proper o eration. The filter cartridge should 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 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 sludge and scum 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 a triennial 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. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. _}Tom � - _ �1� :sPLSe�►ci � = �c��Ci�► cY - -FOR r� i Dw �`�["i;'� - ���e� -� :_ Pump Tank -- - -Azoo L$DO (SA 'M - M l3E - Z -33 KL-tp-S . _C��1T 3 `1'Rs� - The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump 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 a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Q uestions on the operation or maintenance of this system should b directed to the County Zoning office at �1S 386- �t or to the licensed plumber who installed the system. PLOT PLAN ' ✓ / Scale 1 - Page 3 of 7 "_ �v ' Q) a_ J J a• � I o; g S S lot= L4 PU e B,3 a �3M Z J 1-- (MLIJ . t.lZ" coUlzm) N TLt COO oT�jw! C CA-1- �b i Ay EL. °l1. ZS ' ' ,S OR un,L �9q.ZS' to I U LwN Ttt'!s `�L` -fit �UO.p- �rv:8kl Gk, t NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be \ loo /Boo gallon capacity manufactured by Iv11 pitil �T�izlU e i , �v �_ w z Lt QYFLU &1 F.CS 4. Bench marks S Q A 5. Divert surface water around system to prevent ponding at the uphill side. Page .j Of Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand H Topsoil - '�' - "~ G F Elev. 3 E I 0 . b % Slope Distribution Cell of Force Main Plowed Z" to 2 Aggregate From Pump Layer 0 1, ZS Ft. E 1 • SS Ft. CROSS SECTION OF A MOUND SYSTEM F o Ft. 0 0, S Ft. A Ft. H \.0 Ft. Linear Loading Rate= 6: 1 3 GPD /LN FT B 10 o Ft. Design Loading Rate= p,�SGPD /SQ FT I \� Ft. J - 7 Ft. K l0 Ft. A e Position L \ZO Ft. OT Force Main W Z Ft. L ' I I 1. - Observation L ipe 8 K - - - - -- Sox W . - - = - -T - - - - -- -- - - - = -- -------------------- _ CD �-- 1 " . ution C � . Ce ll of to z 2 Pipe aggregate Observation. Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of , 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45' fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valve cap or • threadd plug. Provide access from final grade for the valve; threaded cap or threaded plus. "ti?�C`SS 80x_ 7 L t;CZ�SS _5'`t_ C. F ,w C. Lateral Manifold Lateral x x x x x2 x2 x x x x Lateral Length — Lateral Length — P Distribution Line F ` �c L� s sox - -O • S P 49 Ft. Hole Diameter S Inch S Ft. Lateral " S J JY Inches) X ZV_ Inches Manifold Z.•_ Inches Force Main " Z Indies # of holes /pipe Z S Invert Elevation of- Laterals 98•Z"5 Ft. Page eo Of - 7 SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4 CI VENT PIPE 12 M ABOVE BOVE GRADE E WEATHERPROOF 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE V WITH CONDUIT MANHOLE COVER W/ PADLOCK E FINISHED GRADE f--- WARNING LABEL b�µ �� -4" MIN. 214" 18" IN. C. aesEmmo6.l WE INL =.D. ET ' ' I ' fl GAS - WATER TIGHT SEALS TIGHT; ,` APPROVED A SEAL JOINTS WITH APPROVED FIt`7 — ALM APPROVED PIPE 3' �� SOLID SOIL ON 3' ONTO PIPE ONTO SOLID C I SOIL PUMP OFF ELEV . 9 1.15 FT • -- OFF D 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: ERni ?REC AST NUMBER DOSES PER DAY : y. S C I TANK SIZES SEPTIC Z, p GAL. DOSE VOLUME INCLUDING DOSE po GAL. FLOWBACK: 12G.µ GAL. ALARM MANUFACTURER• $,S• EL*FGT*_'Q CAPACITIES: A = ZL INCHES = 1 4 42.3 GAL. MODEL NUMBER: 1OI MI,J SWITCH TYPE: _t&F_0_Q%A fL B = 2 INCHES = 142• GAL. PUMP MANUFACTURER: C = INCHES = ;L . GAL. MODEL NUMBER : D = INCHES = _ GAL. SWITCH TYPE: f,2Cw2 REQUIRED DISCHARGE RATE yI.0 GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE (,.5 FEET + MINIMUM NETWORK SUPPLY PRESSURE . • • • • • • • • • • I FEET + ��r FEET FORCEMAIN X 3.14( FT /100 FT. FRICTION FACTOR . -. 22 FEET TOTAL DYNAMIC HEAD - �.o FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH DIAMETER LIQUID 319" SIGNED: LICENSE NUMBER: DATE: 1/88 7 HEAD CAPACITY CURVE 3 7/8 -' 6 1/4 - -J 30 MODEL "98" 4 5/8 - 8 — r 2s 3 5/8 = 6 0 15 O J 4 3 .S 2 4 3/16 O � 10 2 41.0 5 1 1/2 -11 1/2 NPT 0 U.S. GALLONS 10 20 30 40 5o 60 70 80 LITERS 80 160 240 0 FLOW PER MINUTE TOTAL DYNAMIC HEAD /FLOW PER MINUTE EFFLUENTAND DEWATERING CAPACITY 12 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' n lrl� SKI 102 �✓ 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. - 1 /s 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 FM0712, 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 Forinfom*iononadditionalZoellerproducts refertocatalog on Combination Starter, FMO514; Piggyback All installation of controls, protection devices and wiring should be done by a qualified Variable Level Switches, 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. . r MAIL T0: P.O. BOX 16347 L ouisville, 49 347 Manufacturers of. . SHIP T0: 3649 Cane ane Ru Road Louisville, KY 40211 -1961 r=IrrPaWas 51WM- /9.�9 PL /MP f, (502) n8- 2731 .1(800) 92MMP FAX (502) -3sz4 f Wjsconsin Department of commerce SOIL EVALUATION REPORT Page 1 of 3 Division-of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County X Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road, bZ2 - jk- Z Please print all info p , 1 R viewed by Date Personal information you provide may be used for seco ses (Privacy taw,'s. 11g4 (1) (m)). Property Owner . p i1 prop, Location L. C�Z'��G C�jZ ��JO I\ C I� u S 1/4 X1 /4 S 3Z T Za N R I E(o Property Owner's Mailing Address of # Block # Subd. Name or CSM# gZ� - f'c1z� LZ�6 RLU� - CSM VGL. , /U_, P►46E 3gy, r nc State Zip Code bane Number r yN�y, Ctty ❑ Village ® Town Nearest Road U�e v�Z,u( "N31 SSJZ I ( 1, >' = 1 1 'C ,�r��c1z1�/� tc )-D [� New Construction Use: ® Residential / Number 0 '' Code derived design flow rate 6 O O GPD ❑ Replacement ❑ Public or commercial -Describe: Parent material _ L_pf_ OU \ - fz - 1 LL Flood Plain elevation if applicable N ft• General comments !.v )� eV Rtu P � 3 -17 -00 �0m2 6�1ZPi Ltd 1-i I LLI M-1-1S . _Z_)Utr Im `t'f E: and recommendations: PtiZ p pp SFr> S � ��� �� 1S �VPrt,u Jyou �j wt wt END M-t ou►v� w l6 x loo ' � t �r►Z -l. T3 u Ttur�./ . o•C'ZC. . W1ttuLwtUµ.t \. ZS �01 = j . F LL. a Boring # ❑ Boring ® pit Ground surface elev. Q �! 2 ft. Depth to limiting factor Z8 in. �- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1. D 1- 1 z_ 3LZ - St Z`Fs bi-z M'Fl^ c$ Z g -\-5 to`2R -3l(. — S', Z Psb 1 w)' i 0_-S _ • S .8 3 �s z-8 � -S`� 2 j� - L 1. e-S b► v►rf1- �S _ �[ 6 L/ L l 2 3t l� �• S �2S /� �. oH., ryi'�)' , 3 . 5 F Boring # ❑ Boring Ground surface elev. 9 $ - 8 Z ® Pit ft. Depth to limiting faetor_ in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell' Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 2 _zz 10 `ZtZ 3L L _ g i S Z`�'sbk wi f� e A _ S g 3 �z 2g z.s71Z3ty - 6�- L L vh`Ft� cs �1 -6 SLiE -3 /V - 1.34zS /6 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) _ _ Si afore CST Number Arthur L'. Wegerer - Z6 220254 Address W e g e r e r Soil Testing &. Design Service Date Evaluation conducted By Telephone Number 421 N. Bain St. River Falls, WI 54022 ��.,.� 715 -425 -0165 � k I: Property Owner Z���1A1 Ova Parcel ID # Z- Z - L U R't 40 - 1 �13 0 Page z- of 3 Boring # ® Boring CSOL L Q� ,-j- hU 4S �> 3 ❑ Pit Ground surface elev. ft. Depth to limiting factor Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z $ -Z 1r3l1z 3 16 3 ZI 10��Z31 Fl�F �•S�i�s�� s; I 1dsbk — f - -2 . i F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 i Effluent #1 - BOD > 30 _220 mg/L and TSS >30 _ 150 mg/L Effluent #2 - BOD < 30 mg/L and TSS < 30 mg/I. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. sBD -6330 (86/00) it Labor and Human Relations .7 V r L H IV U .71TC C V A L U A I I V N H t N U H I Page _ Of Division of safe a Buildngs in accord with ILHR 83.05, VVi dcrl: -Coe r �• & .' COUNTY Attach complete site plan on paper not le than 8 1/2 x 1 nches in size. P* f ` er, 4 must inow e) /o S� ' ` ' i PARCEL' not limited to vertical and horizontal reference point (BM), direction and f slope, scale or �` � � .D. # dimensioned, north arrow, and location and distance to nearest road. - !/ oZz.- loq. APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION :;r REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOEA , i ' WO E 114, ;�Z T ZZ ,N,R 16 E (oc 11i1 PROPERTY OWNER' MAILING ADDRESS • LOT•# BLOCK # SUBD., OR CSM # CITY, STATE ZIP CODE PHONE NUMBER ❑CITY CIVIL LA ®TOWN ' NEAREST ROAD 1�tVM FPrLLS � Stjozz (-)L-j qZS- LL I V-jk_1K-11Akl/v111n xZof -p PQ New Construction Use [x] Residential / Number of bedrooms Y [ J Addition to existing building J Replacement (j Public or commercial describe Code derived daily flow boo gpd Recommended design loading rate bed, gpd/ft - trench, gpd/ft Absorption area required S0 bed, ft Sdo trench, ft Maximum design loading rate • S bed, gpd /ft • b trench, gpd/ft Recommended infiltration surface elevations) l � 1. S ft (as referred to site plan benchmark) Additional design / site considerations MoU1 W/ S 'ac J0 p' `t1tevr.` N . f" � I AJ r )IUM L or`- S V 1=r<< Parent material "em q, g6ez LbPrmLL Flood plain elevation, if applicable t a. A, ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S El U 1 ® S ❑ U I CIS ®U [IS ®U [I s ®U [IS ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure I I GPD /ft Boring # Horizon Texture Consistence Boundary Roots Bed Trerxfi . . . Gr. Sz. Sh. IMME >� KM in Munsell Qu Sz Cont Color � o $ 10"I C� 3 L3 — S 1 2.'�S�HC ►'�1 � 1^ � — . S .� Z g -lg lo��Z al b `j 3`Fsbk s, m`Ft- �S Ground - 7 ,3 `12 3 Y L elev. LO q 12-a -V 5 k(I- 3/y 5 /a j- ��'' Y►'t`�/ �� f y Depth to limiting factor �t� Remarks: Boring # .. ) 0 Z. , b Z Z s zs bh n1 Ft- cS — - s • b Ground 3 �g _ - ) <S`ifL Sl - L tCS�olz 1rt`Ft ag — •�l •S e lev. ft 4 z$ Ul S `tfZ 31y x.5 5 I L Depth to limiting factor Z5" Remarks: CST Name: — Please Print Arthur L. We erer Phone: 715- 425 -0165 dress: - egerer Soil jesting & Design Service - P.O. Box 74 River.Falls,WI.54022 ' Signature: Date: CST Number. . oo -S6 -J3 3- 1.'1 -00 220254 1 l PROPEMOWNER ww��P��1S _ SOIL DESCRIPTION REPORT Page? of 3 PARCELI.D. oZZ f U�i t{0 —U00 Borin g # Horizon Depth Dominant Color Mottles Structure Texture Consistence GPD /ft i n. Munsell Qu. Sz. Cont: Color BouxlarY Roots Gr. Sz. Sh. Bed rerxh B/2 ZZ l o y 2 31 L sf M4 (!I-S Ground 3 ii Z9 - 2-S 72 3/y 6� L elev. • rt. 2 3)y f K , s Li 2 sJa L a,.,,, m j _ 3 •. l u Depth to °UPJ - PA s3 C o f 7. S k limiting factor Remarks: Boring # - N: }.i'i iK tiwti MS Ground elev. ft. Depth to - limiting factor I Remarks: Boring # 22 Ground elev. It. Depth to limiting factor #, I Remarks: 3oring # ,round Aev. it. . )epth to imiting actor Remarks: PLOT PLAN Pa 3 of SCALE 1 " ='J0 ' I 1 T of P S , �- '` �s o ' f x '38 �Kl -S J NOT To SCAI- z _ _ c>" 0 t0 1+tCN, 31v " -q0. - �CJL1llu. °',o�v t>tft- ?\M- P«E w / L- PAN Sly PV.c ptPE crz. d t.STa�� � r I U $. Lo LwQ iinusE `m -aE Per (-6 - mr Zs' Fit -ti J oa -S6 -a zzoZ,Sy ; . 3 - v (715 ) 425 -0165 CST Signature Date Signed Telephone No. CST # '""'"" i ""'" " OUIL ANU 01 1 r- r-VHLUH I IUN HtF'UH I Page I of labor and Human RelaOons _ Division of safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY y ST - i�lZo 1 X Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. If dimensioned, north arrow, and location and distance to nearest road. ' ozz_ loctl - q0• -r�0o APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION l� GIDV -t T S E 1/4 N tv 1 /4,S SZ T ZE ,N,R 18 E (oc YJ PROPERTY �OW MAILING ADDRESS tr LOT # BLOCK S �'S CITY, STATE ZIP CODE PHONE NUMBER EICITY (]VILLAGE TOWN ' NEAREST ROAD R�VE1Z Fftus kjl StIOU hL�j_ 4.2_5 = e-SL17 �[ Aj) j. Cart livlu l C L��N1Z�T'4 �?a1'rp (q New Construction Use [xJ Residential / Number of bedrooms Addition to existing building J Replacement [ } Public or commercial describe Code derived daily flow b o 1 gpd Recommended design loading rate — bed, gpd/0 - S trench, gpd /ft Absorption area required SOO bed, ft Sdo trench, ft Maximum design loading rate • S bed, gpd /ft2 46 trench, gpd /ft Recommended infiltration surface elevation(s) V 1 • S ft (as referred to site plan benchmark) Additional design/ site considerations M bUtvp W/ S '>C fit) 0' `C1Z �h C N M i AJ rMLM4 11, If o>= sAxc, i=rLL. Parent material Lo Qm 3 oVr'2 Lo "Li 1 t,LL Flood plain elevation, if applicable Tv. A, It � U= Sl u n i suitabf o e = table r system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN RLL HOLDING TANK fors stem D S U ®S ED [ I S ®U 0S RU 1] S O U EIS ® U SOIL DESCRIPTION REPORT Boring #Horizon Depth (Dominant Color Mottles Texture Structure I Consistence lBounchy Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. I g� reidt a -5; tt�'-1 313 — _ o` t~w • -tg �t 4VL 3J l- si 1 3�sbk Ground 3 L 1 4 . S elev. �D y Z$ -V S'-i2 31y �-�- 5•ttz_ L •) € •y Depth to limiting factor Z t�� Remarks: Boring # 1 Z C S Ground 3 �S Z€3 1 <S`tfZ VL/ - L tC�b1z m�, as — 1\11 -S elev. ' 12 5 1 13 qq ft ` Depth to limiting factor Z6" Remarks: CST Name :—Please Print Phone: dress: Arthur L. We erer 715- 425 -0165 - egerer Soil ;esting & Design Service -P.O. Box 74 River Yalls,WI.54022 Signature: Date: CST Number.. - �, oo -S6 -J3 3- l`1 =00 220254 PROPEMYOWNER VJNIL .1A S SOIL DESCRIPTION REPORT Page ? of 3 �` PARCELI.D. # _ oZZ- 1092- 41J -U00 Boring # Horizon Depth Dominant Color Mottles Texture Structure G P DM in. Munsell Qu. Sz. Cont. Color Consistence Boundary Roots Gr. Sz. Sh. Bed Trench 2 >� • 3 � o —$ 10 Kti 3l � s 1 Z`f �►� h �S — S .6 st 1 j sbk M4 Ground 3 ZZ Z9 Z -S 72 3!� 6y- L LS4 eS elev. rt. zq -VB s Li IZ 3 .S Sf L Depth to °t�+�°ft7A/S �pC Of � S L1 y h1�PcFzl (?p `S 3 limiting facttor r Remarks: Boring # Ground elev. f t. Depth to limiting factor Remarks: Boring # Ground elev. it. E Depth to limiting factor i I Remarks: 3oring # JiM1 aS::��xcnt.a around , lev. ft. )epth to imiting actor Remarks: •ry rrb'rMr•J .. .. — I - A' PLOT PLAN Pa of SCALE 1 " ='J0 NI NN tj 8.� 6 °�° wo•s I was' I �S O c3 - - ' kit ° 9 ` - 1 3 ► Il i 2 -t'2 qq -S N(37 -m SCPrUz �3�►�I �0.0.Z _ _ _ - ' - c>n► a �L +tCt4, 31V NLwo.o�av e`rriGN� — - wlt -Pfi�! f C: O S KZL3 � `rN'ts USA. � � I J . for U POD zs' - -_ - -- -- - - - -- - - , - -- -- - - - - - -- 00 -S6 - - (715 ) 4L-0165 CST Signature Date Signed Telephone No. CST # i PLOT PLAN Page 3 of 3 Scale 1' = yrj ' Lo tllz uz�sr , a3 N s al o ,,� / q,b - T �wl Du hj OT ek*ji >PrtT OR Ltn�L 3 g�.2S lU VZ.u.'c�,, Uve T-312 R-Q1 Tt}js PMJ,*. 715- 425 -0165 220254 CST Signature Date Telephone No. CST No. Job 'NO. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address CL Property Address �P ( L, be r + 0: (Verification required from lanning Department for new construction) City /State vas- AL 1/s x[,1 Parcel Identification Number LEGAL PESCRI ON Property Location SE '/ A)E '/, Sec. r ' _> T _21_ N -R_L.9 W, Town of ' lc ,eJi)i,c Subdivision CZ) M VP L— PACE ��JyD Lot # Certified Survey Map # _��y , Volume Page # Warranty Deed # Volume _ �� > Page #� Spec house O yes I no Lot lines identifiable yes CJ no SYSTEM MAINTEN NCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes..Nn I -, r w intmance m consists of pumping out the septic tank every three years or sooner, if needed by a licensed pu )er. W hat you u : i. J.- s stem can affect the function of the septic tank as a treatment stage in the waste disposal system. y The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by t'rc a«::ior �ind by a master plumber, journeyman plumber, restricted plumber or a licensed pumperver'ifying that (1) the on -site wastews.b: c.isaos.l system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1 s: Age. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal systen- 4; itl: t :i:: taadards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisc.' if'. ration stating that your septic system has been maintained must be completed a nred to the St. Croix Cou .ty Zonir ,, "lffi ; : within 30 days of the three year expiration date. _ ;N A �OFAPPLICANT DATE O'W'NER C RTIFICATION _ I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (a: e ) iht- c of the property described above, by virtue of a warranty d,recor in egistei of Deeds Office. GNA OF APPLICANT DATE Any * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning D�ipann _:n:..k.. * * ** ** 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 t A 2, 4 19 I F t:: DOCUMENT NUMBER 6►3 4 2 6 O WARRANTY DEED RE(�3ISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD Gera A. Williams and Carol William6 RECORD husband and wife, Grantor, RECEI F 9 RD onveys and warrants to Craig J. G eenwood and Judy A. Greenwo AN husband and wife as survivorship marital property, Grantee, the WARRANTY DEED following described real estate in St. Croix County, State of CRT EXEMPT # Wisconsin: CEkT COPY FEE: COPY FEE: Lot of Certified Survey Map recorded in volume 14 of Certified Survey TRANSFER FEE 114.00 Maps on page 3940 s Document No. 6288 being a part of the Southeast RECORDING FEE 10.00 Quarter o e ffortheast Quarter (SE 1/4 of NE 1/4), Section 32 PAGES I Township 26 North, Range 18 West, Town of Kinnickinnic. NAME AND RETURN ADDRESS Joseph D. Boles ' PO Box 138 River Falls, wl 54022 022- 1092 -40 -000 Parcel Identification Number This is not homestead property. Exception to warranties: All easements, restrictions and rights -of -way of record, if any. Dated this 20th day of November, 2000. — — -- (SEAL) (SEAL) -�� 1 - -- Gerald A. Williams 4 V v (SEAL) ) Carol Williams AUTHENTICATION ACKNOWLEDGMENT Signatures of Gerald A. Williams and STATE OF WISCONSIN ) ) ss. Carol Williams COUNTY ) authenticated this 20 " day of November, 2000. Personally came before me this day of November, 2000 the above named Gerald A. Williams and Carol Williams ( signature) to me known to be the persons (s) who executed the foregoing instrument and acknowledge the same. JO nQ le s Name Printed or T ed TITLE: MEMBER STATE BAR OF WISCONSIN (signature) (If not, authorized by 9706.06, Wis. Stats. ) (Name Printed or Typed) THIS INSTRUMENT WAS DRAFTED BY: Notary Public County, Wis. Joseph D. Boles My commission is permanent. (If not, expiration date:) Rodli, Beskar, Boles & Krueger, S.C. P.O. Box 138 River Falls, WI 54022 I Y cN - \ j ,s FILED AUG 2 S 2000 — 6 MHLmH.waLsH <7 d ft' slera Deft � �2�3a24 r� •x J CEP T I EI ED SUP VE Y IWA P f Located in the Southeast quarter of the Northeast quartee of Section 32, r T28N, R 18W , Town. of Kinnickinuic., St. Croix County, Wlsconsln. j Owners: Gerald & Carol Williams 1056 E. Cty T k "M" t River Falls, Wi. 54022 , NORTH LINE OF THE NE 114 NE Corner N89 ° 56'11 "E 263708' Sec. 32 -28 - ii found). 0 _ n e i ). 1 iron. pipe / 1318.54' 13 18 ,5 4' N1/4 Corner 3 Sec. 32 -28 -18 I a h (County surveyor's ° Q1 I C. S. M. VOL_ 12 , - P. - 32 91 monument found) . a K) o m LOT 1 ;(ALUMINUM CAP) N 89'47'40 "E 416.87' ,. $2 .59t ; 384.28' 33' 33' i 0 41 '^ West line of � la a the SE1 /4 of pl . Imo L, N v [n ° the NE 1 /4. rt: M Im Q! _ � 6 94600 Sq.ft. (2. 172 acres) w I ' N N 1I1ClIIdln(; right: -of -wd.V . (U Q I f W 10 87200 Sq.ft. (2.00' cces) (V J' II I Q ► 1 — /00' - - - - -+ �►PPR 4 J I �' tfN'N l� P.E� 384.25' ST. CR00nd P r'�s 000 ltp j I S 89' 47'40 W 418.87' Y h, i i � Zr�nhng W p I UNPLATTED LANDS N 1 O I N 89' 47' 40 "E 416.87' 2 j of � hin 30 days 0) 32.64'' 384 , 23' p I W no t record wit ed nova 4 `~ PProval dato aPP vold a lU' I W �- loo'- - null and I 0 I /oo' ,i h O 13 3 Q I ' I n (U W r 94612 Sq.ft. (L, 17? acres) %4 t0 p 1'I N to a ru IO lV lllCluC11I1 right-of-way. O N �4Y W: 87"200 Sq. ft . ( (-002 acres) O I excluding right -of -way. U) 4 J I 33 32.67 384.20' 33 S 89'47'40 "W 416.87' UNPLATTED LANDS ::xtended Page 1.1 4u 410.0/ 'V UNPLATTED LANDS Legend � IVS %� Section corner monument (a.s noted) . HARVEY G . ' = 0 1 "X24" Iron pipe weighing 1.68 JOHNSON pounds per lin . foot set- 8 - 1899 HUDSON • 1" Iron pipe found. Wis s CENTERLINE OF � -t • c.Tr +. 'n,:' I3e�tririg5 referenced to tile North line of the NO gUR-j" �, Novthc; lst, quarter of Section 32, assumed N 89 0 56 - 11"E. 400267,5 Tills instrument drafted by Vol . 1 4 Wage 39 h�