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HomeMy WebLinkAbout026-1130-11-000 C 0 N 3 v 0 C CD �1 c R o n 3 eo m d A (n Z O A fn N O N 0 C 0 = W 9' h'� • cn CD cn y 3 ° O N C 3 G. Q N O N Q 7 3 7 1 d CD nt \1 C (D = ! b O 7 K �3 th s O O C j v> Z D C W � w o D m C a v m W OD 3 ° O CD CD N CO Z O O ? Z� W W f co Q lV 0003 z �+ C D d CD O. CD d H 7 CL O R 3 m y $ CD CD z o z z D D o C) O p' CL A m o 3 w m o a 3 cD oZ p c A N N M 0 z o m CD A C O. 0 N W T r2 wo O Z A :U 3 M Z O < y Z G CD O la o y 3 O C 7 m 3 a v m m f M d � � c�D m CL cn a �o CD ti CL O m N O CO) H M A O CD d0 N O I O O � O O 4D a ti r Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420752 0 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)]. SgS90 Permit Holder's Name: City Village X Township Parcel Tax No: Swenson, Cheryl I Richmond Township 026- 1130 -11 -000 CST BM Elev: Insp. BM Elev: BM Description: `, Section/Town /Range /Map No: PO , D l ot). 0 M �C 25.30.18.871 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark / ? 0 /b Dosing Alt. BM Aeration Bldg_ Sewer 7- S 0 / 3 U • �O Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom �, ✓ Dosing V dy--_ lDD' Heade /Man ° 2 1 o v (1 Aeration Dist. Pipe 14-5 /03.,P Holding Bot. Syst I D/ 1- i jta c ?s 103. PUMP /SIPHON INFORMATION / 0 , 102, Manufacturer Demand St over ! f7 CJC -mow GPM JTi�L @ ntf[ir. n> 3 . 7, Model Number ?—I . ry — Ja TDH Lif Friction Los § Syste Hea d -- TD For efnain LentJa —/ Dia. i/ Dist. to wgl Il 1 J SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of.Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 r 1 f t 16-tA SETBACK SYSTEM TO v � P/ BLDG IWELL LAKE(STREAM N Manufacturer: INFORMATION CHA ER OR Type 0 S stem: , Model Number: DISTRIBUTION SYSTEM j , Header /Manifold Distributi Ste' x Hole Size x Hole Spacing Van Air Int e �1 t' Pipe(s) f K 3 J !� [/ f,{df Length�� Dia d� Length Dia Spacing $ 3 �O - J 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: (Includ code discrepencies, persons present, etc.) Inspection #1: 7 / / v)3�1M11 Inspection #2:— Qy/ 6 Location: 1413 138th Ave New Richmond, WI 54017 NW 1/4 NW 1/4 25 T30N RI 8W) Red Pine o e r Lot 1 I Parcel No: 25.30.18.871�"� 1.) Alt BM Description = s�`lA ( 2.) Bldg sewer length = ��r L IN/ '�' S �{� �(J /�� a�� A - amount of cover Plan revision Required? r -i Yes No Q riignature Use other side for additional information. L� SBD -6710 (R.3/97) Date Insepci Cert. No. Safety and Buildings Division Cam I vIsconsin 201 W. Washington Ave., P.O. Box 7082 r CA_O - C. Madison, WI 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261.6546 2, 0 7 5 Sanitary Permit Application S to Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide = Irm�t�t, 1t,. may be used for secondary purposes Privacy Law, s15.04(I Xm) ject ArIldress (if different than mailing address) 1. Application Information - Please Print All Information �/ 138 t / f ' Property Owner's Name Parcel # Lot # Block # C L� Y 5 Property Owner's M g Address Property Location� / / cZ t / t kW 1 /4, P 1 4 4, Section City, State Zip Code Phone Number II. of Buildln T 3 N; R E o Type g (check all that apply) ?"r S " µ� or 2 Family Dwelling - Number of Bedroomns I Mi on Name CSM Number ❑ PubliclCommercial - Describe Use 2 ❑ State Owned - Describe Use ix 6 `�h "_ Q Doty- ❑V' ge ownship o III. Type of Permit: (Check only one box on line A. Complete line B if applicable) f D A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B • ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ❑ Non - Pressurized In -Ground *[ound > 24 in. of suitable soil AMound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In -Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispe rsalfFreatment Area Information: Design Flow (gpd) Design Soil plication Ra Dispersal Area Required (sf) Dispersal Area Proposed (st) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New I Existing Tanks Tanks Septic or Holding Teak Aerobia Treatment Unit Dosing Chamber VII. Responsibility Statement I, the undersigned, assume responsibility for Inlitallation of the POWTS shown on the attached plans. Plumber's Name (Print) MP PRS Number Business Phone Number l � I/ GCa Pimp s Si 7 1S - ate 8 69 Plumber's Address (Street, City, S e, Zip V o VIII. Court /Department Use onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date issued is uin Agent Signature (No Stamps) Surcharge 32 S� ) ❑Owner Given Reason for Denial ! 2 ZQp IX, Conditions of Approval/Reasons for Disapproval / AAl ( ae.� �e�,,�;�.u�ea - >ti.. �nnn� Q M r.- 5 �t _A arcs' , s S� w�A-1 � C an &� H h cempkte plans (to the County only) for the system tat% paper not less than 81/2 x 11 Inclies In size SBD -6398 (R. 08/02) PLOT PLAN /Scale 1"=-SO , - Page - of 7 • - D `CVO C Or1pPO-T UR `oo �[1f1 � s PMM . Bp TOU� � 1 rr Q1 i s - 2z q e D ioZS o of -- J" Z'V C -aI P -c_ _— - -- - L lki 'tDR OF- -1 " PVC - � TM _ .. -- - -- - -- - -- 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 l zoo /806 gallon capacity manufactured by n - 1800 Z "QL M L7,-*R 4. Bench mark �. Divert surface water around system to prevent ponding at the uphill side. RECEIVED Safety and Buildings 4 y 4003 N KINNEY COULEE RD LA CNOSSE WI 54601 -1831 N vi sconsin MAR 18 2003 TD #: (608) 264 -8777 www.commerce.state.wi.us /sb 5T. CROIX COUNTY www.wisconsin.gov Department of Commerce ZONING OFFICE Jim Doyle, Governor Cory L. Nettles, Secretary March 14, 2003 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/14/2005 Identification Numbers Transaction ID No. 845906 SITE: Site ID No. 656593 Cheryl Swenson Please refer to both identification numbers, 138th Avenue above, in all correspondence with the agency. Town of Richmond St Croix County Part of the NW 1/4, NW 1/4, S25, T30N, R18W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 894883 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. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • 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. • Comm 83.22(7) - 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. Owner Responsibilities: • Comm 83.52(1)(a) - 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 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. • 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. a 1. 1 f �r ARTHUR L WEGERER Page 2 3/14/03 Owner Responsibilities Continued: • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 TITLE SHEET Page I of - 7 FOUND SYSTEM FOR A y 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 M►.J 1/4 OF THE Nw 1/4 OF SECTION L T 3 J N, R 1 W, TOWN OF NZ 1C`t�wt01v b '11- 06?U COUNTY, WISCONSIN. INDEX � w PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MA dAGEMENT PLAN �j► `,j PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION w PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE v� PREPARED FOR 7 PREPARED BY WEGEFtaFZ SO I L .TEST 2 NG AND. 13E JE G;nl SEFZ W I C E P.O. Box 74 421 N.Hain St. River Falls, WI 54022 Phone 715- 425- 0165 �� 3E � AQ Fax 715 - 425- 6864m r e :9 F_iLS4YGNTN. W f.3. A 9 V U DEPARTMENT Of COMEAERCE DIVISION SAFETY AND BUILDINGS 3-CD _6 6t SE CORRES ONDEvCE JOB NO. D3--2- � Jvlouna System Management Plan page Z of 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. Theoperating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filter ha be cleaned as necessary to _ ensur r operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the i FeR 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. — umTank 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 BODS, 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 - and local or state rules pertaining to system maintenance and maintenance reporting. 'SgD— 'ItAgI—? 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. 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. I If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be mmediately 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. Questions about the operation or maintenance of this system should be directed to: The County Zoning at 1 �j — $ 6 — 4 b 8 ST - CCZO K The system installer at —}� S - Z 6 a - �°LaS uTGMI -D The tank manufacturer at �` QO — 3. y.S 6 V)LL3�'R The effluent filter manufacturer at Ott — Z j— SZ Z —ft e 7 - -. The puin manufacturer at ��0 q$ a LJO PLOT PLAN /Scale I"=-SO Page -3 of .� � 1 ;7 y/ 7 B nO S OT Cp v"1va-eT oR CO Cr_ lop 3 2� 8.1 1 -%. 101 5 r 2° uF ls • f) 4.0 t 1oD � o,J P:OF__ 1 '`_.Pv -C__.1 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 1 z0o 1806 gallon capacity manufactured by 4. Bench h marks 5. Divert surface water around system to prevent ponding at the uphill side. Pace '�- Or - 7 A croved S?r_theti c Coverinc ASTX C33 Distribution Pipe Medium Sand Topsoil --� H jo �=- - -= r Elev . 103_S 0 3 Slope Distribution Cell of Force Main Flowed 2" to 2 Aggregate From Pump Layer D k 0 Ft. E I.32 Ft, CROSS SECTION OF A MOUND SYSTEM F O - b Ft. / G o.S Ft. ✓ A Ft. h' l.p Ft. Linear Lozdir_c Ra,e= cl , 0 GPD /Lq FT 6 Ft. Desicn Lozdinc R a ,, e = 03t G PD /SQ FT I I Ft. J - 7 Ft. ' K �1 Ft. Position o. L % S Ft. Ford Main W 3 - L Ft. . I �} - Observation Pipe • A o --�- -- X6.8 - -- --- - - - - -- - ------ - - - - -- --- - -- w -- � -- - - - - - - - -- --- - -- --------------------- --a- -o Distribution Pipe Cell of 2" to 2 aggregate Observation. Pipe (aachbr securely) ' PLAN VIEW OF A MOUND SYSTEI4 Distribution Pipe Layout Page S of 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 :threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug, L�� ,wc Manifold Lateral X x x x x!Z x!Z x x X x Lateral Lenoth — Lateral Length — p Distribution Line Cr._tis bo o- — —o S V i o- - _ � q > >vC 1=oACt 1nR�H P 3 )� S Ft. Hole Diameter Inch S 3 Ft, Lateral n 1 Inches) Man " X 3 � Inches nifold Z Inches Force Main " Z Inches of holes /pipe I Invert Elevation of.Laterais Ft. 6 Combination Sept,ic; Tank and PUMP CHAMBER CR055 SECTION ARID SPECIFICATIONS ' PAGE OF VEUT CAP_ WEATHER PROOF JU)JCTIOU 90X . , C.I. VENT PIPC APPROVED LOCK IIQG 1 10' FROM OOOR, &WHOLE COVER PJIV u�3P pU C'tPE - ,hUDOW OR FRESH Z wAprJl►JG LAgE;L,. w /rllczTlstti - anP AIP 11JTAKE S coraDutr F l EL t j � _ _ �• I6 /'till. T PROVIDE j AIRTIGHT SEAL. _ I I i 8 Al =F L-S I I I App roved L.tl A I j�I Approved �pp E joint w/ ALARM PVC pipe J3 - I II I I I 1 ou C I I q6.8 3 I EY. F7 _ __J I PUMP -� OFF D - COUCKETE q6- o BLOCK - RISER I.J EXIT PERMITTED OLy IF TAWK MAUUFACTURER HAS SUC APPROVAL APPROVA 3 "AAPQorFp . �B�Ot�: Nse SEPTIC F SPECIFICATIOMS DOSE TAWKS MAQUFACTURER: CILU_ - IJUM9ER OF DOSES: S•O Zo / , b oo PER DA.. TA WK SIZC: � GALLOAJS DCSE VOLUME ALARM MAUUFACTUR S - S • �C� ` S�LJR�}`�S I.WCLUD]Mrl 6ACKFLOW � CZ MODEL 1JUMBER: CAPACITIES: Al= ) S 1 /'L � l - IuCHES OR � GALLOtJs SWITCH TAPE: - l^'\LZJycz..Y B = IIJCHES'OR �`�' (, PUMP MAUUFACTURER: GOu -•USA r t )Iz IUGHES OR � 2 - 3 GALLOWS MODEL NUMBER: — �Q�' D= LQ INC HESOR ZZZ• � GALLOUS SWITCH TYPE: MOTE: PU11P AUO ALARM ARC TO 0 `O MIMIMUM DISCHARGE RATE INSTALLED ON 5EPARATE CIRCUITS VERTICAL DIFFERENCE 15ETWEEIJ PUMP OFF AIJO.,DISTRIBUTIO►J PIPE.. V7 FEET .J f MII.JIMUM NETWORK SUPPLY PRESSURE , - , 6.SU F FEET •� -i- FEET OF FORCE MAIN �X� 6C F j Q. 3 F 31 1 0 Fr FRICTIOU FACTOR.. FEET Z TOTAL OtIMAMIC. HEAD = FEET As per manufacturer _Z Z • Z� gal /in. Liquid depth Goulds E o�: 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. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and ic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ construction. EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design /a' maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING s • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. CO- Canadian Standards Association • Total 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 end in "F" or "AC ".) rotary/ceramic - stationary, three prong grounding plug improved performance. 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 • Capable of running ! ` dry without damage to 9 30 components. I I ! Pump: EP05 e • 25 Solids handling g capability: o 3 /' maximum. a 7- - W • Capacities: up to 60 GPM. 6- 20 I • Total heads: up to 31 feet. • Discharge size: 1V NPT. z 5 • Mechanical seal: carbon- c 15 rotary/ceramic - stationary, a 4 i �3. qq BUNA -N elastomers. • Temperature: ' 3 10 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 5 1 ✓) 0 00 10 20 30 40 50 GPM L L 0 2 4 6 8 10 12 m -/h CAPACITY ©1995 Goulds Pumps. Inc. ^ Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 - Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference-point BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and t0i ition tend 41S ce to nearest road. ndin - Date Rev' wed b Please print al6'`hformatton y Personal information you provide may be used r's�eCeridary urp.& (Pri acy LAW, s. 04 (1) (m)). z� Z Property Owner `' I - -rep rty Location J Oakwood Land vel0 ent n 6 of NW 1/4 NW 1/4 S25 T 30 N R 18 { (or) W Property Owners Mailing Address °' " 4of # Block # Subd. Name or CSM# 1611 Hwy. 10 N.E. na I Red Pine Corner City State Zip Code' Phone T1 OFFICE r City E] Village k] Town Nearest Road Sp r ing Lake Park,M.55432 \ (61:2 ) 780 -4996, ` Richmond 140th. St. . .. [ New Construction UseLi Residential / Number ofbi4 omi -4' Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material cal aci a 1 drift Flood Plain elevation if applicable na ft. General comments and recommendations: mound @ el. 103.20', based on contour 1 ine of el. 102.20' Boring Boring # n Fi 102.6 Pit Ground surface elev. % Depth to limiting factor 56 G in. — 7 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 2 10 -21 10 4/4 none sicl 2msbk mfr qw 1m .4 .6 3 21 -43 7.5 4/4 none sl M na if .3 .5 4 43 -56 7 5 4/4 none cob scl 2msbk mvfr qw na 4 6 5 56 -75 5 4/4 none scl M na na na .0 .0 2] Boring # f Boring 102.60 63 60 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 /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 2 11 -21 10 4/4 none sicl 2msbk mfr SE 1m .4 .6 3 21 -63 7.5yr 4/4 none sl 2csbk mfi gw if .3 .5 4 63 -80 10 7/3 none Limestone Resid np I n 1 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L uent #2 = BOD�,a 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel A:� - � L 02298 Address Date E luation CcfRducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11 -14 -2000 715 - 246 -6200 � T Property Owner Parcel ID # mnriinr3 Page 2 of 3_ Boring # E] Boring 3 k] pit Ground surface elev. 1 ft Depth to limiting factor 45 in. T 1 1 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 1 0-10 1 2 10 -21 7.5 4/4 none sicl 2msbk mfr C1w 1m 4 3 21 -45 17.5yr 4/4 non Boring # i rig Boring F ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Structure Consistence Boundary Roots GPD/f£ Dominant Color Redox Description Texture rY Horizon Depth Dom p 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/ff 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 5 30 mg/L and TSS 5 30 mg/L 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 -8330 (86/00) t STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Oakwood Land Development CSTM2298 NW4NW' S25 T30N - R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #11- Red pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shorn as permanent lot lines were not established at the time the test was conducted. �1" =40' / BM.= top of 1" pvc pipe @ el. 100.00' /Alt. BM. = top of 1" pvc pipe @ el. 103.40 c� L. Steel 11 -14 -2000 51' C ROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Omer/Buyer C141 ve- -mow &,1v soAJ Mailing Address X;aa7 F S;4- S' P4-44-6 A tiJ Property Address t 3 1 ti�� ►� l c a t �.✓D (Verification required from Planning Department for new construction) City /State G/� Parcel Identification Number 2 -F' — / 1 3 0 —/ / -0 00'0 LEGAL DESCRIPTION Properly Location lNl.�•l /4, A) t''( '/4, Sec. o. T D N -R W, Town of 2 Subdivision / J 01J cc yv EP_ _- . Lot # Certified Survey Map # , Volume . Page # / Warranty Deed # ' 7 0 / 7 7 ---- , Volume Page # 6 Spec house ❑ yes J D( no Lot lines identifiable)91 yes ❑ no MAIInM-NANCE Improper use and maintenanceof 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 mastorplumber, joumeymanplumber, restrietedplu tuber 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. J SIGNATJJRE 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 d cribed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA1VRE 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 J 2078` 166 Il STATE BAR OF WISCONSIN FORM 1 -1998 ` WARRANTY DEED 7 III 1 9 9 7 Document Number REGISTTER OF DDS This Deed, made between Oakwood Land Development. Inc.. a ST. CROIX Co., MI Corporation , Grantor, and Cheryl A Swenson, single , Grantee. RECEIVED FOR RECORD Grantor, for a valuable considers ton conveys o Ur - anCee the following described real estate in St. Croix County State of 12/12/2002 09:00AN Wisconsin (the "Property "): EXDPT ii REC FEE: 11.00 TRANS FEE: 107.70 COPY FEE: CERT COPY FEE: PAGES: 1 Recordino Area Name and Return Address gtaond -5vu1 t ( m� 55�� 026- 1130 -11 -000 Parcel Identification Number (PIN) This Is not homestead property. (Is) (is not) Lot 1 , Red Pine Corner, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 4th day of December 2002. (SEAL) (SEAL) Oakwood Land Development, Inc. (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) Wt-NDY SWATZINA State of Wisconsin, NOTARY PUBLIC ) ss. St.Croix County authenticated this day of Personally came before me this 4th day of December 2002 the above named O akwood La Development, Peterson the person Vice President to me known to be who TITLE: MEMBER STATE BAR OF WISCONSIN executed the foregoI Instrument and acknowledge the (If not, same. authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Burnet Notary Public, State bf Wisconsin 1301 Coulee Road Hudson, W 1 54016 My commission Is perm nent. (If not, state expiration date: 2 -51488 p ) (Signatures may be authenticated or acknowledged. Both are not necessary.) ' Names of 2ersons signing in any capacity must be typed or printed below their si nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. gi PIP o 4 `\ G- Sp y\/• O $ 1 5 1 o� 01 >�ZI t 04�e mo o ° /�O� �'' !�S p� v ,��� "S Z • oj� \ o h ,5 , ol / `y p• SA O QV V M e v P QO .0 �\ O �� ^ V6 CNI �V \` �- e n O • i O$ ` • ',fg• I • Z I • M,. � b _ _ • son ��o oe, ` o 99 M 9� s �; '911 C .41S e - �o 0� ti��• � w q 2 h ,v O ` 0 4 0 o W F- M„LZ,ti 1.00S O 2 12 h N oN W I `a3i o�� IOW W E— e � 1j O % Q - N I ,90' * M "LZ, * LOOS 152.24' �' ,LZ't9ZI ,96'L8£ ,00'OOZ 4 NO3.23'13 °W 540.20' i