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HomeMy WebLinkAbout022-2001-30-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 399679 0 t GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. /, 43 Y Permit Holder's Name: City Village X Township Parcel Tax No: Ovsak, David Kinnickinnic Township 022 - 2001 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: + A �o v . a / v . �3i 13 E C'; -}�(R I1l_i TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 10 00 Ag st Benchmark 6 Q . p Dosing Alt. BM 103. -'7 Aeration Bldg. Sewer Holding St/Ht Inlet ` St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Ve=t t =ir Intake ROAD Dt Inlet _ Septic Dt Bottom �� •� � 1ba' 2 Dosing � �� _ C �� Header an. 1,-75'- X 0 3. 2S Aeration Dist. Pipe G - z-- �• � /0 3. . Holding Bot. Sys m Final Grade., PUMP /SIPHON INFORMATION / 7S t7 V- Manufacturer Demand St Cover /b 3 GPM 9 Model Number , L a / s tw TDH Lift Friction � System H TDH Ft , t,Z Z. V7 . Ci, Z. 1 q Forcemain L Dia� i, Dist. t o W SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Tr PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS S J ( d- SETBACK SYSTEM TO P/L S JBLDG IWELL LAKE /STREAM LXACHING Manufacturer: INFORMATION CHA OR Type � `/� 6 -`� '/2 / T Model Number: DISTRIBUTION SYSTEM / O V �� Header /Manifold Distribution - x Hole S x Hole Spacing Vent Air Intake Lengt Dia Length - 7 - 3 Dia �;' I Spacing - / J G / /AV SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only �S Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ": i No <i Yes w No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1:_/ 7 IIIns #2: 6P 140 Y Location: 1370 Count Rd M River Falls, WI 54022 (SW 1/4 NE 114 35 T28N R18W) NA Lot TO bf �t rarcel No: 358•' °•,47 _ 1.) Alt BM Description= ST • Cd V ey' 2. Bldg sewer length = 4 + L - amount of cover = � .OT Le pla� /►� `« � 'n 3.) Contour = N+S � Plan revision Required. Yes I °, No Use other side for additional information. �v� `L _ __ __i____ -- - - -- -_ �s %1�Y1/ _ Date Insepctor's Si ature Cert. No. SBD -6710 (R.3/97) d c Z) 1 A Safety and Buildings Division County �y 201 W W. Washington Ave., P.O. Box 7162 �C iscons jn Madison, WI 53707 - 7162 Site Address Department of Commerce Sanitary Permit APP Sanitary Permit 3 9 ,; umber Number In accord with Comm 83.21, Wis. Adm. Code, personal info ri yu ��v� ❑ Check if Revision may be used for secondary purposes Privac 1' I. Application Information - Please Print All State Plan n I.DNu mber Property Owner's lime � % � - � Parcel Number J U Property Owner's ` Mailing Address / <" 4 , v Property Location a ookN i f-%; S� T�S N, R�U City, State Zip Code -`� �,. >x Nmm Lot Nf�!r__ Block Number Subdivision Name CSM Number U. Type of Building (check all that apply) V ay S — ,�,� �2a++5 . ❑City tR 1 or 2 Family Dwelling - Number of Bedrooms ❑Village 0 Public/Comme ial - Describe Use Ulovvnship ' / .' j 0 State Owned Nearest R III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 ❑ New 2 V1 Replacerqent System 1 3 0 Replacement of 1 6 ❑ Addition to For County use Sy stem "S e Tank Only Existing System B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) - 44 ❑ Non - Pressurized In-Ground 21g Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In-Ground 41 ❑ Holding Tank 48 0 Single Pass 51 ❑ Drip Line 45 0 At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 0 Other V. Dispersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate( Gals. /Days /Sq.Ft.) (Min./inch) Elevation ! VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank x Dosing Chamber ✓ C f' VII. Responsibility Statement - I, the undersigned, assume responsIbltity for POVM shown on the attached plans. 's Name (Print) Signature Number Business Phone Number S 1 }�5'� Plumber's Address (Street, City, Ste ,Zip Code) l� C 2yd fl ' VIII. C /De artment Use Only Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) oe 11 Owner Given Initial Adverse . I 3 zS � • � Z ` Determination IX. Conditions of Approval/Reasons for Disappr �s ski „,,,,, 4�a D ad � (, - AL �4 z 6- complete (to the County only) UaMe system on paper not less than x 11 es In SBD -6398 (R. 05101) _ PLOT PLAN . 3 7 Scale I"= L41Y Page of \ � � cA►NAovN e:L� , to i_ o ' \ - aF C-F a_LN 603, p' - M BE /p� 8 tOV� a � o tiv or COwt P RtT o� 30 T1+A_S IN, 0 3 Eg sn�G ouY r^PCLI.. _ LdL t'tBRw �Uh1l�ID I� S PEIZ UDC 60o lam - pO)v�j SZ0 PrD NOTES: I. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation yipes with approved caps. ( Z required). 3. Septic tank to be 1b bSO gallon capacity manufactured by 11v leSQr)Z CW CNZZ r wl j}- tau o Z "EL Fi L_Toz 4. Bench mark ; SC-i' "ay E 5. Divert surface water around system to prevent ponding at the uphill side. r— Safety and Buildings 4003 N KINNEY COULEE RD \.A CROSSE WI 54601 -1831 TD #: (608) 264 -8777 �sconsin www. v A scon s in. g ov Ascon ov Department of Commerce wisconsin.gov Scott Mccallum, Governor Philip Edw Acting Secretary October 23, 2001 IVEO CUST ID No.691727 A7TN: POWTS I ex or ARTHUR L WEGERER ZONING OFFIC ST WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUN I fN/{; G 1 47 1 Y PO BOX 74 1 101 CARMICHA RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/23/2003 Identificat' bets Transaction ID 683455 SITE: Site ID No. 637529 David Ovsak Please refer to both identification numbers, 1370 E Cth M above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SW 1/4, NE 1/4, S35, T28N, R18W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 816514 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 10 1.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). I • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. l ARTHUR L WEGERER Page 2 10/23/01 • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. Stats. • 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(2)(d), Wis. Stats. 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state. wi.us cc: David Ovsak TITLE SKEET Page of - 7 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE SVJ 1/4 OF THE N F. 1/4 OF SECTION 3S ) T Z$ N,R 1� W, TOWN OF �l'N1�l�Ck- lNfVtC ST. COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MA iAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR i rJ X74 - -- 1 3-1 O 1�- - _- rz�v�iZ ELLS, wI sL1ozZ PREPARED BY WEGEFRS}� SL7I L . TE=ST 3 NG AND. DES = G;V SI I CE P.O.,Box 74 421 N.Main St. River Falls, WI 54022 Phone 715- 425- 0165,���' �,_j Fax 715- 425 -6864 o .-/,,� � s iV •: '? WEii =K:1 i i� C:9SSP @LLS'='Oi4 y CT , , APPROVED � ®�aa� 4th 1L �' DEPARTMENT OF COMMERCE O �' �. - 6- u.aNCs DAr SEE CORRESPONDEN JOB NO. Mound System Management Plan P age Z 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, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet 0 Ite she. he clemized as n t ensure proper o eratio The filter cartridge should not be removed unless pr visions are made to retain solids in the tank that may sbug off the i r 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 se the owner of when thene 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. PumD Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced a P s 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 re orted to the owner s considered as and any levels above 4 inche P 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 [ ] arid local or state rules pertaining to system maintenance and maintenance reporting. g$D _ tpGat_DCi totlol 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 ank manhole ole ri sers, access risers and covers should be inspected for water assessment shall be sealed watertight upon the a er tightness and soundness. Access openings used for service and ' g p he completion of service. An opening de emed 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. Continaencv 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 p ed with a component p t 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. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at 1S - 3 86 - 4680 ST CZOIX The system installer at - Its - 'l1ZS- ° IoLsa Ili POJ G The tank manufacturer at $(�p_ - $llS6 1NLG-MEM The effluent filter manufacturer at � ZZ 1 . S - ) LZ Z it The pump manufacturer at �SO - QjZQ _L-LV -Lg Gout —pS PLOT PLAN Scale 1"=L4()" Page 3 of 7 0\0 vsm \ C;; �— 9 \ \ NM'iN (TL� , to I o ' ] Do hi or art v 3 T�1-S P�q y9 Q ®► 4 yA- L c 3 �3o2i^ -t ER-1 S`rr�G ov1 F LL LPL PM R-iv t>UhJ ED IM PCIZ � UDC- � 60D � BM I±I -= �_._L_4�_O_�.ti_— ��- L3lc�'1JlR P'1)C PtPF�vIL►�7� ,. R'Dp1Z..gss •. 0 - Z Pofvb �C�S�a tZO EYD NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be J0 6SO gallon capacity manufactured by w l �se� c a W/ R l Z Ot Fi 4. Bench mark SEEF "0VE 5. Divert surface water around system to prevent ponding at the uphill side. Pace _ Of Approved Synthetic Covering ASTM C33 Distribution Pipe Medium. Sand Topsoil H _ W G ;- F Eiev. 1Q3 -O 3 E p b S % Slope Distribution Cell of Force Main Plowed z" to 2-2" Aggregate From Pump Layer 0 E Z . 3 Ft. CROSS SECTION OF A MOUND SYSTEM F 6 -8 Ft, G o - S Ft. v 4- Ft. F. l -o Ft. Linear Loading Rate= _6 •QGPD /LN FT B - 1 S Ft. Design Loading Rate= O.3.GPD /SQ FT I ly Ft. J 9 Ft. K ` Z Ft. L 9 ' Ft. W Zq Ft. L_ �} - Observation Pipe 7. r —'— - --, �RCCtss A i fIf $ � O -t yy �_ �_� - - - -`- ------- - - - - -- Force Main - -- �Distribufiion Cell of 1 2 1 s to 2� Pipe aggregate t Observation Pipe (Anchor securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout PAce S of 1 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' f tting to a point within six inches of the final grade. Te..minate the ends of the laterals with a valve, :threaded cap or threaded plu;. Provide access from final grade for the valve' threaded can or threaded pIu;. -t P I Cr L LZZS S spiv f F1 PVC r-\ PV C Lateral Manifold Lateral x x x x x l x/21x/21 x x I x I x Lateral Length — Lateral Length —''P Distribution Line - tom• L�rN V \E� P �- pc � s six hY;'3.11Fc4 C-- -- P 3t• S F Hole Diameter fnch" - S 3 Ft. Lateral 1 is .Inch(es) X 3 S Inches Manifold Z'_ Inches Force Main " ? Indies l of holes /pipe 3 Invert Elevation of. Laterals 163-S Ft. k.sg q _ 3 V. 3 z G'P/J Combination Sept;.c; Tank acid PLIMP CHAMBER CROSS SECTION AND SPE CIF I CAT IO NS ' PAGE OF - 7 VENT CAP JI WEATHER PROOF JUIJCTIOLJ box . 4"C.1. VENT PIPC APPROVED LOCKING 2 10' FROM DOOR. MAIJHOLE COYER cv1V WWDOW OR FRESH wARtJItJG LNSEL 1 Prt r. - r ar p _ A.IR IIJTAKE � corapu�r s , FiNtSRD 6�riw. i i Hr.xIU. GIZAVOE L - 1 8'MIIJ. IMLET i' PROVIDE I - -- — • AIRTIGHT SEAL I I I Approved Z�� ° A I I Approved P�Cnt > °/ R_ 180n I II I joint w/ pipe ALARM PVC pipe a I II • I 1 I I c oN •I I LLEY. I I PUMP J OFF D CONCRETE CLOCK - RISER EXIT PERMITTED OIJLy IF TANK MAIrUFACTURI`R HAS SUCH APPROVAL 3 "ApPR FD �Bt:00 c >v 4 SEPTIC F SPECIFICATIOUS OOSE TA LJ KS MALJ UFACTUR C R. S , � ER DAB TA>JK SIZ>` ; �� MUMCER OF DOSES P 6 Sn GALLOAIS DOSE VOLUME r ALARM MAUUFACTUfLER: _ S S�t,S S` IMCLUDING D,kr_y CW: 1 O Z GALLONS P%ODEL NUMBER: 1 () L HVV CAPACITIES: A= � b O SWITCH TAPE: IUCHE5 OR GALLOys P —UMP MANUFACTURER: 60vL-DS 8- // I►�CHES'OR 3 � G�,LLO1�15 C b UJCHES OR l � CALLOUS MODEL NUMBER: ~ D INCHES Olt GALLONS SWITCH TYPE: z0—in> hjITW j_� WOTE: PUMP AND ALARM ARE TO 5 MIAJIMUM DISCHARGE RATE 3 r INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF ANO..DI57RIBUTION PIPE.. q- SO FEET 7 .6 + ►NETWORK SUPPLY PRESSURE . 3 -ZS FEET + -1 S FEET OF FORCE MAIN X g � Ioo FCFRICTIOtI FACTOR_. FEET TOTAL OyNAMIL HEAD = I y' 6 ?FEET As per manufacturer 1—l.tJ gal /in. Liquid depth - 1 �' Y AF `> Goulds Submersible --� Effluent Pump 3871 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 efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • dry without damage to heat transfer. ■ Motor Cover: Thermo las- • Homes components. systems components. tic cover with integral handle A vailable for automatic and • Farms Motor: and float switch attachment e P, • EPO4 Single phase: 0.4 H manual operation. Automatic points. • Heavy duty sump 115 or 230 V, 60 e: 0.4 H0 models include Mechanical • Water transfer RPM, built in overload with Float Switch assembled and ■ Power Cable: Severe duty • Dewatering preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING %a" maximum. • Power cord: 10 foot with pump out vanes for �-., • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SP- Canadian Standards Association otal heads: up to 24 feet. with three prong grounding Discharge size: 1 NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers -" • Mechanical seal: carbon- length, 16/3 SJTW with „ plastic enclosed design for improved performance. end in F „ or , 'AC ".) rotary/ceramic- stationary, three prong grounding plug p BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel 10 F • Capable of running Y' dry without damage to 9 30 sGPM' components. l Pump: EP05 $ • Solids handling capability: c 25 3 /" maximum. y a, z • Capacities: up to 60 GPM. X 6 20 • Total heads: up to 31 feet. ” 1 Q Discharge size: /2 NPT. Z 5 1 • Mechanical seal: carbon- c 15 rotary/ceramic - stationary, j 4 j w 6 2' BUNA -N elastomers. EPOS • Temperature: ° 3 10 104 °F (40 °C) continuous I .1� 140 °F (60 °C) intermittent. 2 EPOa 5 1 L -- 0 00 10 20 30 40 50 GPM 0 2 4 6 Y, m °/h :, 10 12 8 e N .. Y. -!. SY CAPACITY ©1995 Goulds Pumps, Inc. Effective May, 1995 eoo-r. Nce il�z/v� zll3�/ Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must S7. C �ZZ 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. (D - Zf)() ` -- 3 Q Please print all information Reviewed by Date Personal information ou provide may be used for seconds Z . A< -cuil Y P Y secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location govt -1:0 S1JJ 1/4 0E 1/4 S 3 S T Z N R L$ E (or W Property Owner's Mailing Address , Lot # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City Village Town Nearest Road Z.1.0 sZ PPR- -S w ( S UZ Z (� iS) y 2S -�3 SZ �zlt�1ULC 1z 1►.) Iv LC cn+ New Construction Use: ® Residential / Number of bedrooms 3 Code derived d 1 o rple GPD gf Replacement Public or commercial - Describe: Parent material 6 LfAt Rt- 'R LL_ Flood Plain el a *; f ap t to ft. General comments r EIVE and recommendations: 1^�1 U U ti� W ! 6 JL B A S T LL 3 V T2 �� C°�- D fv1) ZLl U) SfY►.� 1 L .r C- 0ki'vovjz- L 'V , )01.�r Sr` 2!101 i Rotx ❑ Boring INGOFFIC: ,' L ❑ Boring # y 1 � Pit Ground surface elev. K)0-0 ft. Depth to limiting , a c to r , � - rrt: Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten oundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 � -8 Lp`•t Sl � Z`FS m�H C-S - . -� Z . $ -XS luir -3!(o - S) i ZrnS�t� v►1 �S — - S _$ 7b 33 lL�`1 Yt S13 ►, s � C c�+ti, Wt �t• — ..p . p CZty . NS S L.' r CZ y S . 171 Boring # ❑ Boring ® Pit Ground surface elev. tO . 7 ft Depth to limiting factor -I n. 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 o -� �o�tz3 — s�) z�1s m �S — ,s •e Z 1 -S 04 - ) , S`/RS /$ sc I c� y►1`I i _ • O -O 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 na re CST Number Arthur L. Wegerer 0 1 - 152 220254 Address W e g e r e r Soil T e s t i n o & Design Service Date Evaluation Conducted Telephone Number 421 N. %lain St. River Falls, WI 54022 715 -425 -0165 i Property Owner Dy S Parcel ID # , Z��1 3� Page Z of 3 Boring # ❑ Boring ® Pit Ground surface elev. 1 M , 7 ft. Depth to limiting factor S Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Si. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 iZ 3l Z - s 1 1 z M s bk M `C -- Z- - LS t � � 42 31(, _ S t l Z`� bk tie-s 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 ❑ 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 /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Com p C mme ce 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 (K6/00) PLOT PLAIT Page 3 of 3 Scale 1'=Y() ' 9 � � tv`rnv�Z or- 9 9 9 D 0 ►V 0 Cj3m P Re r , �- Ott 99 � i? 1z.b p o s E wi 3 E3D2r"1 oul- 6pD 3r'l l+l- :LOD Iv - I t �31��1J1Pt VUc �P� /t►9' 3 1 1 2 _ LTL VO FY�pR.�s C-T lA M � Pc»vb �S � lzo q p off, lO -Z_p� 715- 425 -0165 220254 p1- ZSZ CST Signature Date Telephone ITo. CST No. Job NO. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner uycr � Mailing Address Proputy Address 13 (Vecificatioa rc"imd tram Phmigg Dcpa mast for mew coastructioaj f � 1 CSity/State !/� GV Pama IdCaffi alion Numbs LWAL AE,SC Subdivision _ — Lot # �crtitiod Survey Map # Volume /l L Page # Warranty Dodd # .S �'� �j Volume L� rase # SpeQ .house D yes no Lot H= idwOable ;H yes 0. no MciftefpW ofynarap* tpcoaldnemhtmits .Puopermaiarbcaaaoe eaasffoCtt[ �e. 5a�, aac�Q ; ifiroodoci .' at�csodpmmPw:Wb�yonP . se p 6ctxai Casi�getntbearsstie�9� L - . - . ag_aoa to mbravt to SL t�OOCC �ain�g ,00 foaoos, cy sipcd by60oamx and fay- : KaCrarmod ss mgvpcc °Paudiogco�i�,'maad/a(`lj, r ad (tf jq I . ft b= c rad &c abfty wVk=p& ad,swc to tw2 i do P&dc uarago ,a 6i0 :taodatds ����� .. ' ����` �°' ��t��tdodmdr�ea�odtomcsct�onc�rZao�gvffoe�3o date- OF DATE XCAXTON (Wc y 0=1 alt statements an this form arc team to the best of MY ( baoaorLodg�e, I (we) am (arc) the ownu(s) of propaw �. ridac of a wam� deed roaocdad is Rcgistet of Doody OtIm SIGNATURE OFAPMCANT DATE ssssss Aq ido m "M that Is tt&4cpreswtodmay twk is the saaituy permit bdn revoked by the Zonin Dgmft caL �'••• • " Iadade with ffik appucok : • stamped wamwty deed fi am the Ragistcr of Doody otl'uoc AL COPY of ttuc catificd wnW msp if mfacom is made is the wurmty deed DOCUMENT NO. © STATE BAR OF WISCONSIN –FORM 2 5U 659 PAVE 03 NMAANTT DEED VOL � A �] TM�S S►�CE AfSE1tvE0 f011 RECO0tOM4G OATS 3T. CROIX 00., Wx Recd. for Record ft 4th Lnaard _II�_Pe chuta.x. a aiaele sea. %da Feb A. 0 1�3 costveys and warrants to David Oysak_gAd Debra Ovsak huabaz 2 :30 P aJULwlfe. _aa jo temmnta, RETURN TO the following described real estate in 3t. Croix — County, State of Wisconsin: SX of NEX except $ 2 rods of SEX of NEX, also SEX of NW% except S 16 rods of S 10 reds all in Section 35 -28-18 Tax Key No. containing 119 acres more or less, subject to highways and easements and rights of way of record. Included in the purchase price are the pipeline milker - 3 surge units, silo tulloader, barn cleaner, hay conveyor TRANSF and bulk tank. 1r; H This deed is given in satisfaction of a contract executed FEE by and between the save parties as herein as recorded with the Office of Register of Deeds, St. Croix County, Wisconsin, on Nov. 5, 1980 in 620 page 377, #367503• This .ice- no t- -- homestead property. (is) (is no.) Exception to warranties: OL Dated this day of - ( �'Y� 19 8 _X•: _/ �i'� 1 , (SEAL) (SEAL) T .ann'rA O. Pe ChMan KINNICKINNIC T.28N. - R.18W. W E Ste Pree ?f 601 Av ti 6"O[� A cr 94 .)tt Or ----------------- ILL '0 ( Ak w" Cr D 22 t 24 Es X1 iI Fd Evr--�Qrr--en Dr 3 0 29 27 jj RIVER FALLS