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022-1019-10-020
Wisconsin Department of Commerce• PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420412 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)]. Permit Holder's Name: City Village X Township Parcel Tax No: Rodewald, Pam Kinnickinnic Township 022 - 1019 - 10-020 CST BM Elev: Insp. BM Elev: BM Description: l OD. 4 Gtr - 8e, �/ vn TANK INFORMATION if ELEVATION DA A TYPE MANUFACTURER CAPACITY TATI N BS HI FS ELEV. Septic Bench4aY7 -0/ I ll Dosing I � Alt. BM b�C /1 / 2121, Aeration A ^ � D Bldg. Sewer d _. `/ ,7 103 Holding - St/Ht Inlet TANK SETBACK INFORMATION St/Ht Ou t TANK TO P/L WELL BLDG. F�� ;Air Intake ROAD Dt Inlet Septic .�/ ..l t Dt 9L � Dosing , /- Header/Ma . - 7 - 3 / Aeration Dist. Pipe 2 Holding Bot. System /ol 1'►� - . R.q A 0 .I7 PUMP /SIPHON INFORMATION Final Grade r ,PSG /U Manufacturer Demand S ver GPM Model Number f n S � OL / e V TDH Lift / Friction Loss System F�oad TDH Ft zyv� .(-1 Forcemain • I L7# h 6 / Dia. ,,/I Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width / Len r No. Of Tr� cheer PIT DIME NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / SETBACK SYSTEM TO P/L G WEL LAKE /STREAM L CHI G Manufacturer: INFORMATION CHA OR Type Of System: J (, �.-�f / U I 6 J Model Number: DISTRIBUTION SYSTEM [H Distribution x Hole Size x Hole Spacing Vent t it Intake p() l T�1. '7�� h Dia Length lY �, Dia l Spacing ' SOIL COVER x Pressure Systems Only xx Mound Or At Grade Systems Only Depth Over y Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center I _II Bed/Trench Edges Topsoil Yes n No i , Yes !_ j' No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / / 7 / Z Inspection #2: Location: 999 Coulee Trail Roberts, WI 54023 (NE 1/4 SE 1/4 7 T28N R18W) NA Lot 1 O Jc V )d�Parcel No: 72.91 1.) Alt BM Description = O k d- Pv�'6 2.) Bldg sewer length - amount of cover 3.) Contour = p d C _ r Plan revision Required? Fi: Yes /No i _ r Use other side for additional information. SBD -6710 (R.3/97) —_ _. _ - - Date Insepctor's Sig ature Cert. No. , Parcel #: 022 - 1019 -10 -020 01/23/2006 11:08 AM PAGE 1 OF 1 Alt. Parcel M 07.28.18.109A -20 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - RODEWALD, PAMELA J PAMELA J RODEWALD C - MESSINGER KEITH A MESSINGER KEITH A 999 COULEE TR ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 999 COULEE TR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.733 Plat: 4103 -CSM 15/4103 SEC 7 T28N R18W NE SE BEING LOT 1 CSM Block/Condo Bldg: LOT 1 15/4103 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 07- 28N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 10/04/2001 658293 1732/171 WD 08/23/2000 628678 1537/65 QC 07/23/1997 920/71 07/23/1997 751/601 more 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 143149 238,400 Valuations: Last Changed: 09/08/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.733 60,000 181,000 241,000 NO Totals for 2005: General Property 3.733 60,000 181,000 241,000 Woodland 0.000 0 0 Totals for 2004: General Property 3.733 30,000 147,700 177,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 565 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 wscontiin Department of Commerce SOIL EVALUATION REPORT Page of Civision'of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include. but not limited to: vertical and11orizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Ot 2_—Q la 0 2 'U Please print all information. Reviewed by ` Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location J'RTZ Gou"ot_ M� 1/4S 1/4 S 7 T Zfa N R 1Q, E (or W Property Owner's Mailing Address of # Block # Subd. Name or CSM# _ P- o - gZ x z,q z — �zo�os Eb 0 _1y Ci tY State Zip Code Phone Number q t y ❑ village gT• �1'tUl.. M►v Sso-1 S (btZ) �Z3- 108? 1c,11`11J 1 C�r�l� Town Nearest Road lC Q-T�' S S ti New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate b d V GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ G L _ T l.l. Flood Plain elevation if applicable IV ft. General comments and recommendations: wl i n./ I k U M 1 `� ` o f S Fes- p a Boring # ❑ Boring ® pit Ground surface elev. - 3 ft. Depth to limiting actor �- in. g � Soil Application R App ca ate Horizon Depth Dominant Co lor Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell .,-` Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 O 1 j o�t� �!?. • - s t, l Z�sbk wLfr �S - • s -$ Z � Z� j0`2 2 .�1 - s i I Z `Fsb k wi.'Ft- eS - • s '8 3 ZLj -y� _7 -s Y2.313 Fly Z•SL12S�8 a Boring # ❑ Boring ❑ pit Ground surface elev. � ft. Depth to limiting factor ZL/ 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 ( 3—S 1p-{t? X12. — - -1) Z'RZ61 _� Z Zf - z4 s 1 - &5bk M F� cs • 5 •� - ).sLye S/8 s le,sbk ►n�� - . z .3 • Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg1L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) n re CST Number Arthur L'. Wegerer 01`59;8 220254" Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, WI 54022 y_ �6_p� 715 -425 -0165 e , Property Owner Parcel ID # � 1U G Page Z of 3 Boring # ❑ Boring Lp (3 - Z ® Pit Ground surface elev. ft. Depth to limiting factor Z 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 I 0- 1 p `i Q- '51 �Z m Z - 1- - LZ '-f f2-3 /6 Ir W pv- 0-s 22 2S P -5 /S s>cl 10- 'b vn . Z •3 F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 o r 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 • • 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 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. I SBD -9330 (8.6/00) I J { Page of 3 PLOT PLAN Scale 1'= SO i i - 2 ' 3 U o B. 0 Lo T Z. i i I � I' ' r T3m1 f-Z .- �. Cl�.�(` Ohl `7KLttGN4 � - 4 ( 715- 425 -0165 220254 p�- Sq - CST Signature Date Telephone No. CST No. Job NO. f q�3 Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 e- V visconsin Madison, WI 53707 - 7162 Site Address Oe artment of Commerce 9) J o z 3 4 D - qV C0U G t, e T/ZQ) L- Sanitary Permit A p&ation S"" Pe Z In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary purposes Privacy Law Y. Application Information - Please Print All Information , `} )) State Plan I.D. Number SSo Property Owner's Name Parcel Number p rr� 12D D 3 2002 oaa -I 111 -1 p -d2-d Property Owner's Mailing Address y� Property Location )Ld /-d Pp LL -- t Ale ii SC A; S 7 T ` N, R City, State Zip Code Phone Number Lot Number Block Number l e 1v &a ra L � S Subdivision Name CSM Number VO 1 H. Type of Building (check all that apply) s " ❑City f a 1 or 2 Family Dwelling - Number of Bedrooms []village ❑ Public/Com ierc' - Describe Use ownship /e- / AjA i k V G t� a Nearest Road ❑State owned �� Ki2�� � • � `t- l u cQ 6ULF� % Vfj) III. Type of Perini . (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A For County use 1 �' New =acement System 3 ❑ Replacemem of 6 ❑Addition to stem Tank Onl Exis ' stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that a ply)(numbering scheme is for internal use) 44 ❑ Non -Pressurized In-Ground 211 Mound 47 ❑ Sand Filter 50 11 Constructed Wetland 22 ❑ pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' rsal/'Iteatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area L Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min.11nch) 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 X Septic or Holding Tank O L W 1 c 5 �5 2 Dosing Chamber CV �k oywg 0 VII. Responsibility State risibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number 6-A 1 Plumber's Address (Street, City, State, Zip Code) VIII. Count /De artment Use Onl Sanitary Permit F]e;::: ndwater Date Issued Issuing Agent Signature (No Stamps) Approved ❑ Disapproved Surohar a Fee) El Owner Given Initial Adverse Determination IX. Conditions of Approval/Realons for Disapprov �� /1"wS�C10a.t� ✓vw�a�` `��!- 04r,�. °.,�t�"'' I ` �p �; - �2pti., vw�� �'�-' -�.�If y���. „ t .��i� � � ►nom - �t.t' Attach complete plans (to the County only) for the system on paper not I— than 31/2 x 11 inches In size SBD -6398 (R. 05101) PLOT PLAN - Page 3 of i Scale 1 "= SO ' CA L� 1�►z- Ri.1. I 2 �J A • k �- oaR''fiUN y, gDRw1 � 6 Mt 0 z0 (A s P � V 7 lt. v [L LL s o ds �`' .3 I or . �� Zi36.93 . 100.0 ON t . �(' 6Il Sly D )A \'t t)►q wtpo PIPS PVC VJ LftT14 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 1boo gallon capacity manufactured by W 1 E'S L12. CO)\J O- ZCrt� W/ F?- LY OU Z_ /YZ Z 4. Bench mark S : S Gov �? • 5. Divert surface water around system to prevent ponding at the uphill side. r i i 0 1 1-; j tib � I J O' N rA i i I �o I I { 4 _ h R t tib i bpi 3 I vLL e' - 0A 10-oo _ . _. _,... Safety and Buildings ` RECEi V € , .- LACROSSEWI 54so 3 TDD #: (608) 264 -8777 iseonsirn S E P 2 5 ? iV www.commerce.state.wi.us/sb www.viisconsin.gov Department of Commerce ST C ly (' �; = =.1iv fl' Scott McCallum, Governor Zr„ „ r FiCE Philip Edw. Albert, Acting Secretary September 25, 2001 CUST ID No.691727 ATTN.• POWTS Inspector ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/25/2003 Identification Numbers Transaction ID No. 675503 SITE: Site ID No. 636041 PAM RODEWALD Please refer to both identification numbers, COULEE TR above, in all correspondence with the agency. TOWN OF KINNICKINNIC ST CROIX COUNTY NE 1/4, SE 1/4, S7, T28N, R18W FOR: DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 811908 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 101.0 1(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 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). • 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 well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • 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. ARTHUR L WEGERER Page 2 9/25/01 • 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. • 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 mechhnical 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/instal lation/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 Plan reviewer II- Integrated Services WiSMART code: 7633 (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz@commerce.state.wi.us cc: PAM RODEWALD TITLE SHEET Page 1 of - I HOUND SYSTEM FOR A Ll BEDROOM RESIDENCE This Dlan 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 NZ 1/4 OF THE Se 1/4 OF SECTION - 7 , T Z8 N,R 1$ W, TOWN OF Q, , g7^. C��X COUNTY, WISCONSIN. 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 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 6o_=- rV?aLt0_?� PREPARED BY L�EGEt� -FZ SCQ X L . TEST S hiG AND. - DES S Eft S�RV I CE P.O..Box 74 421 N.Main St. River Falls, WI 54022 QQ�,o�9aov Phone 715- 425 -0165 Fax 715- 425- 6864 ,,..�"'•••. s;r Cm&donall APPROVED " `"LH } C615P E<LSMIURTti, f W 09NR1'MEW OF COMMERCE REC .w.• VED jr �•�' SEP 1 2001 SAFETY & BLDGS DIV. JOB NO. �1 -Z3 •���"� .p •lk ( Z '.ix ��vr. 1.Ti' v _...,� a m�,,,a"is��r`f Mound System Management Plan page 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, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. T b operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The utlet filte shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough o 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. Pump Tank 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 syste y m was installed to determine if orifice clogging has occurred and if orifice cleamn i required to maintain equal distribution within the dispersal cell g s 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 . 99jj arid local or state rules pertaining to system maintenance and maintenance reporting. S$'Z�_ IO69.J_p CNptl01> 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 openings used for service and assessment Access upon unsound, defective, or subject to failure must be l replaced. Exposed access openings greater than c 8- inches n hall 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 falls 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 q 680 ST^• Q*-<j LX The system installer at The tank manufacturer at ��Q- 3ZS— $�,S(� LV Les Li2 The effluent filter manufacturer at B0y Z2, /� S z , -LL Z►"' Se The pump manufacturer at 7Z,"_ l tLLV Em-s PLOT PLAN -Page 3 of � Scale 1 "= SO ' 2 J J Ai uGG �� k L vloN y gDR�^1 6 P(R �Me Zp' or_ y'` Pvc S P � V d • 7 � r L a s Page Approved Synthetic Covering _ ASTH C33 Distribution Pipe Medium Sand z" To Topsoil "" _ y '"^ " G P = F Elev. 1 - 7 3 E b . % Slope Distribution Cell of Force Main Plowed 2" to 2 Aggregate From Pump Layer Ft. E x.53 Ft. CROSS SECTION OF A MOUND SYSTEM F p, g Ft. G 0.5 Ft. A Ft. H I. p Ft. Linear Loading ` Rate= `j•SSGPD /LN FT 8 67 Ft. Design gn Loading .Rate- 0.39 GPD /SQ FT - j ky Ft. j `7 Ft. K to Ft. Aa4e Position L g'7 Ft, of Force Main W 3 O Ft. L I I - Observation Pipe 0 - - - - - -- - - - -- --------- -- -- -- - - - -� A a- �---- - - - - -- --- - - = - -- -------- - - - - -- _ - - -- 6-� - - - - - -- - -- -------- �� Distr b i ufi i an i �. �„ 2 Pipe Cell of to s aggregate Observation Pipe (Rnchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of Place the holes at the bottom of the distribution rutio n pipes at e qual spacing. Remove all burrs from the pipe and holes. - Extend the end of each lateral u p with the use of long turn or 4� fit b 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 can or threaded plug. 7� t CTS L P vc F vc P \) C_ Lateral Manifold Lateral X x x x xf1 1 x2 x x x x Lateral Length — Lateral Length — p Distribution Line • � —� � t?C�S BOK — —o c -- ��uC 1 =ottCF riRtN P 31 S Ft. Hole Diameter `s Inch S 3 Ft. Lateral a ) Inch(es) X 3 Inches Manifold g Z • Inches Force Main Indies # of holes /pipe ti 1 Invert Elevation of- Laterals -MI=4 Ft. 1121 11 X 1 3-tIl = '4-S)/-6 = 2_ 6 6 p" Combination Sep ic; and PUMP CHAMBER CROSS SECTIOM AND SPECIFICATIONS' PAGE -VELIT CAP J WEATHER PROOf ,JUUC e0X . ti C.I. VEMT PIPE t APPROVED LOCKIMG 2� 10' FROM OOOIC. AAMHOLE COVER PJI'Tl•1 :hIJOOW OR FRESH � t'"ARNtUG LRgEt,. u.� 'PIPE• R I1J TIlKE S co�twtr -- F1 L ",nW. Lib j r'ntu. GZP pV I 19'M111. IJULET PROVIDE I - „ AIRTIGHT SEAL I I I Approved z>'s8�. �`- A I III Approved joint w /1�0o I II I joint w/ PVC pip - II ALAKA PVC pipe 6 I I I I Ow EL �3.�s I I EY. FY PUMP - - J OFF D COUCKETE LL�J. 3 -OO 5LOCK 5 , - RISER EXIT PERMITTED OIJLy IF TAIJ MANUFACTURER HAS SUCH APPROVAL SEDO:2, BI<00 t tv4 SEPTIC I SPEGIFICATIOIJS DOSE TA ki KS MAQUFACTUFLr.K L / tM CyAJ - WUMBER OF DOSES: S 'yb PER DA. TANK SIZE: ZZ-6 0 ` 800 GALLO►JS DOSE VOLUME z ALARM MANUFACTURER: SLIST INCLUDING, 6ACKFLDW: 1LI�I GA LLphJ: MODEL WUMBER: 1O 1 liLAJ CAPACITIES: A= Z o IuCHES OK 1Z ' y GALLOy5 SWITCH TZPE: - L�� Y B = Z I)JCHESOK L � LLO _ � Al , t �� _ ' � 5 PUMP MANUFACTURER: \ - _`GINS C- 7 IIJLHES OR Lit - -GA LLOUS MODEL MUKbER: - E'LU3 a D = --L INCHES OR l g S " GALLOWS SWITCH TYPE: — Z� 'h�T�L' =ZSZ-$ 1JOTE: PUMP AND ALARM ARE TO DE MIMIMUM DISCKARGE RATE 11 p6 GPM INSTALLED OU 5EPARATE CI UITS VERTICAL DIFFEILEMCE DETWEEIJ PUMP OFF AU0•.DI5TRI5UTIO1J PIPE.. A�'d2 FEET 7. �1� 14 041 + KIWIMUM METW ORK SUPPLY PRESSURE . ... � - S O FLET + Z1 O FEET OF FORCE MAIM X `'�' F pFLFRICTIO►l FACTOR_. 3- FEET Lf TOTAL OtWAMIC HEAD = "_ =Cl Z FEET As per manufacturer Z.O. bO gal /in. Liquid depth 3 S � ME40 Series - 4/10 'HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 N 30 L W Z 25 13 E Z 20 6 F 4 - 15 J 10 F- 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex W7443 K3326 7/91 Printed in U.S.A. - - UP CX WisconS��,Department of Commerce SOIL EVALUATION REPORT Page 1 of t'Msibn of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code _ S l , l Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County Q Y- include, but not limited to: vertical and 11orizontal reference point (BM), direction and Parcel I.D. �'KvD)/j G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Reviewed by Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). - Property Owner Property Location 1/4 SE 1/4 S 7 T Z-$ N R E (or W Property Owners Mailing Address Lot # Block # IS ubd. Name or CSM# �'- o - 8QS x Z� Z 1 i — I �ZOv>os City State Zip Code Phone Number ❑ City ❑ Village Z Town Nearest Road gT• t'cU L I Nt N 1 5So S ( 61 7 - ) - 7 Z3 - l o $ - 7 1-c-1 mm 1 C VC. -1 tom! 1`1 Z C (1711�� S S ®, New Construction Use: ® Residential / Number of bedrooms Code derived design flo a * 71 ...,_ GPD Replacement ❑ Public or commercial - Describe: •�` ' Parent material L PrL T! LL Flood Plain elevation if p cable ft General comments r: and recommendations: w1 I ti UM `� ` o F s ,vD F1 t-L c cz)\ J1UR U S N F _ F 1-1 Boring # ❑ Boring ® pit Ground surface elev. q - 3 ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 p_7 1p`1��1z:� — S! Z�Sbk WL'F1- �S — .S •$ 3 Z -�t - 7•3ve- 31-3 Ll 2S /8 S e l � CSbI -C w1 `�l- — •Z -3 F Boring # ❑ Boring ® pit Ground surface elev. 'S ft Depth to limiting factor Z� 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 'Eff42 o -S tpmt; " Z � - Z� io��. 311, — s! 1 Z�'sbk mfg C.g — - S •� s Z� a7 z•s�Q�L3 �.s�esls SC I • 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) - n re CST Number Arthur L.• Wegerer Ol` l 220254 Ad dress W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, WI 54022 y_Z�_p 715 -425 -0165 I E Property Owner L �D\j e ZT Z Parcel ID # tU G Page Z of 3 Boring # ❑Boring ti� p . � ® pit Ground surface eiev. ft. Depth to limiting factor Z 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 *Elf." I u -7 Lb Z`Rsbk m4. CS — . S . is 2 1-•ZZ I o � rZ3J6 — s i 1 Z.� sb►z vrf.� a - . 5 , g 22 -3� - 7. SVfZ 31 `P t "1 -S Yt? slg s t c l l c s 1 0 tm `Ft- — Z • 3 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soli 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 Boring # ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Descrfp&m Texture Structure Consistence Boundary Roots GPD/R - 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 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. SOD -8330 (86100) ` PLOT PLAN Page 3 of /Scale I'= 50 ' I i I ♦ s v I I o � -- LO Z i I i i C3r'1 = EL L0 0.0 ' mJ 1't R:�t.► ht t - -- ct tt1 3"4'( L1A PVC PIPE 715- 425 -0165 220254 OI - Sq -S CST Signature Date Telephone No. CST No. Job NO. e ST CROIX COUNTY SEPTIC TANK MAFNTENANCE AGREEMENT AND OWNERSHIP FORM Owner/Buycr jQ� �c'� i� �-0� _ - -- Mailink Address _a�%1��/� Property Address (Verification required from Planrung Department for new construction)___ City /State Parcel Identification Number L EGAL DESCRIETION Property Location P ✓t y. %, Sec. 7 T _N -R__ W, Town of 4/,J/4, 41) Subdivision Lot a �- - Certified Survey Map # 001-- J , Volume Page 0 �_ Q- 3 --7 Warranty Deed # 6 Volume , Page 4 /� Spec house 0 yes O no Lot lines identifiable- yes C no SYS TEM MAINTEN E Improper use and maintenance of your septic system could result in its premarnue failure to handle wastes Pri 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 masterplumber, journeyman plumber, restricted plumber or a licensedpumper verifying that (1) the on - site wastewatcrdtsposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 ful! of sludge Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standafd� set forth, herein, asset by the Department of Commerce and the Depamncnt of Natural Resources, State of Wisconsin Ceruficanon stating that your septic system has been maintained must be completed and returned to the St. Croix Counry Zoning Office within 30 days f the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this fomr arc true to the best of my (our) knowlcdgc I (we) Atli (are) the owners) or the p operty described above by virtue of a warranty deed recorded in Register of Dccds Office SIGNA'T'URE OF APPLICANT DATE '• "'• Any information that is mis- representedruay result in the sanitary permit being revoked by the Zoning, Dcparirncnt •'••'• " 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 VOL 173 PAGE 1.'71 Lk STATE BA; (OF WISCONSIN FORM 1 - 1998 0 5$293 OF A WALSH WARRANTY DEED ' EGI STE - TER O DEEDS REGIF� DEEDS ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed, made between Lenertz Farms, Inc. 10 -04 -2001 9:30 AM WARRANTY DEED EXEMPT D Grantor, CERT COPY FEE: and Pamela J. Rodewald, single and Keith A. Messinger, COPY FEE: TRANSFER FEE: 119.70 single RECORDING FEE: 11.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property"): RecordinLy Area Name and Return Address WESTCONSIN CREDIT UNION PO BOX 308 RIVER FALLS WI 54022 022- 1019 -10 -020 Parcel Identificafion Number (PM This is ll not Q homestead property. 1 CSM Filed in Vol. 1 5, Page 4103 Certified Survey Maps, ( l s 6ctect t) in Part of the NE of 1/4 of the SE 1/4 of Section 7, Township 28 North, Range 18 West town of Kinnickinnic, St. Croix County, Wisconsin. Together will all appurtenant rights, title and interests. none Grantor warran that the 'tle t the Property is good, indefeasable in simple fee and free and clear of encumbrances except Idis 1 o r 2001 ,I A (CF AT 1 �c�AT i I G47l27 CERTIFIED SURVEY MAP PREPARED FOR LOCATED IN PART OF THE NE f/4 OF THE FREDERICK LENERTZ SE 114 OF SECTION 7; T28N, R 18W TOWN OF 220 LIVESTOCK MNIC"NNIC, ST. CROIX COUNTY, WISCONSIN EXCHANGE BUILDING ST. PAUL, MN 55075 Ml,�PL 1 p L�l KIM w N OECD COULEE TRAIL AN O' 2p 12 t�. —5 285. 1 &— EAST L -WEST 1/4 LINE tl' w � S88'1 1 rn 8 n 0 Z W1/4 COR. 4964.96' S88'11'b5 28 Ei /4 C SEC I �O.EI a .7 7.16' EC.7 � � a r O � G ~ z $ n� ...... ... W � .: W � v A : _ ✓' SCALE IN FEET 1 m 200 y LOT 1 _ p 3.733 ACRES (162,600 m y 200 0 200 � SO. FT.) INC. R/W in to 3.131 ACRES (136,372 33 A m I • 44 SQ. FT.) EXC.,R/W 200.05' -' ©I g 88051'51"E 2632 o 'GIG i 1 y g S °5 ib1NE520.14' : 33'11 LOT 2 • w ma � MI A 0o I , j 3.284 ACRES (143;038 i o0 SO. FT.) INC. R/W c c s o o '� 3.074 ACRES (133,908 130.03' SO. FT.) EXC. R/W + I I ' s8 °51'S1n 520.14' pu 488.90' + L� o 816.93' I S88 850.1 T 33.24 I o LOT 3 Z 3 z 3.955 ACRES (172,298 Q 0 3. SO. FT.) INC. R/W' 4 y y MIA 3.763 ACRES (163,477 d i a SO. FT.) EXC. R/W ry i tj 818.85' 33.3 c' N S88 NE 650.17' r o LOT 4 i 3.966 ACRES (172,296 ° y SO. FT.) INC. RNV 3.752 ACRES (163,456 SO. FT.) EXC. R/W 816.78' 6 6'1 . � 33.4 SOUTH LINE OF THE J LEGEND 14+ NEi /4 OF THE SEi /4 + 1 I , I 1 C O U NTY CAD D / FOUND ALUMINUM C Mimmmir t' D _D a�aD� � SECTION CORNER MONUMENT ��b�� 2KAMPM FOUND 2' IRON PIPE — SE COR. SEC.7 O SET 1' X 24' IRON PIPE, WEIGHING 1.88 LBS. PER LINEAR FOOT ' ' ' ' ' ' ' ' . • • ...... ROADWAY SETBACK LINE (100' FROM RN1� '�— EXISTING FENCE THIS INS - MOMENT DRAFTED BY: WILLIAM KANE JOB NO. 8000 -08 DATE: 02/20/2001 REVISED 04/18/01 VOI.15 Page 4103 .,,......,. -.- ,,.a,.,.... r�. Saf ety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 [ EC I ` A V '� ! ZOOZ TDD #: (608) 264 -8777 iseonsin .a www.commerce.state.wi.us /sb Department of Commerce ' -- www.wisconsin.gov _- ---�'" Scott McCallum, Governor Philip Edw. Albert, Acting Secretary September 25, 2001 CUST ID No.691727 A7TN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/25/2003 Identification Numbers Transaction ID No. 675503 SITE: Site ID No. 636041 PAM RODEWALD Please refer to both identification numbers, COULEE TR above, in all correspondence with the agency. TOWN OF KINNICKINNIC ST CROIX COUNTY NEl /4, SEI /4, S7, T28N, R18W FOR: DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 811908 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes COnd 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. D PARTMEN zi The following conditions shall be met during construction or installation and prior to occupancy or use: N SAI • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORK "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" S B D- 10706 -P (N.01101). • 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 well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • 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. ARTHUR L WEGERER Page 2 9/25/01 • 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. • 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 mechhnical 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/instal lation/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 Plan reviewer II- Integrated Services WiSMART code: 7633 (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us cc: PAM RODEWALD TITLE SHEET Page 1 of MOUND SYSTEM FOR A Ll BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component ,Manual SBD 10691 - and the Pressure Distribution Manual SBD - 10706 -P (N.01101 (N.O1 /O1) LOCATED IN THE NE 1/4 OF THE Se 1/4 OF SECTION - ,T Z8' N,R W, TOWN OF Vr_t "l.c" o g'r-. CZLK COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEIMENT 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 PUI4PING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 60 3 -6 l.o _SZ -D - -- - s LL 6 LZ ally t LIVED T OF coMMERcE IL GS PREPARED BY 'ESPO W FEE GERER SO X L TEST" S !V G AND. DES I CCI%i P.O. Box 74 421 N.Main St. River Falls, WI 54022 Phone 715- 425 - 0165 ,,3 o '' Fax 715 - 425 -6864 ` ' �'~ ... � '4 yW 4iiTrn, f{• Cauff lonally MPROVED RECEIVED WE CORREBP E S E P 1 0 2001 SA/ Y & 4LDGS DIV. JOB NO. Mound System Management Plan page Z of 7 Pursuant to Comm 83.54, Wis. Adm. Code Septic lank 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. 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. Puro 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 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 8005, 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. S I p_ I p (, q 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. 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 ore equal performance. q p nce. 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 `$ _ 3� 6 - q 68o ST. eVUJ `K The system installer at The tank manufacturer at C�1�0- 3ZS —$�S(� ItiLQ'St The effluent filter manufacturer at 8U0 - Z.Z,I. S Z" The pump manufacturer at - L4 lQ - Z'g9 - 1 L LL t/ W1 if i s PLOT PLAN -Page 3 of 7 Scale 1 "= Sp ' t t_ i 2 0 �J Ai 4) I we N�E%Tt_aD 0 N S P � ' V r r ? L v • 1 o 4__o � g.3 o � n 4 / `r * lS to12Q / • 100.0 ON ° �� q' Hii614 t Sly' D!A DtA \RQl.1 Plp� PVC V�IPE_r W /L6-n4 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 Q ` /0O0 gallon capacity manufactured by (10�J Cf2L'� w/ ): 46 00 Z. f1 F1 L i ASR 4. Bench markG 5. Divert surface water around system to prevent ponding at the uphill side. Page Approved S=r_thetic COVeri*1C ASTH C33 Distribution Pipe Medium Sand Topsail _" = I� 1 p —J = = — F FTat7. 1k)L[7 3 E 0 u / f n b 9.% Slope Distribution Cell of Force Main Plowed z" to 2- " Aggregate From Pump Layer p x. 11 Fit. E 1. S3 Ft. CROSS SECTION OF A MOUND SYSTEM F 0. b Ft. G 0.5 Ft. A Ft. N l.p Ft. Linear Loading Rate=i FT 6 67 Ft. Design Loading - .Rate= o.39 GPD /SQ FT I k _ Ft. J – 7 Ft. K to Ft. Ai4 e Position L g Ft. 0 ' Force Main W 30 Ft. 1 -Observation Pipe ° _ r ----------- - - - - - -- ------- - - -_ -- - - - -� a o-- �--- -� 8 - --- --- - - - - -- --------- - --- — =-- - -- W o-- {� -- 6 T- - - - - -- - - - - - -- ------ - - - - -_ --- - - - - -- �--0�� Bo :� �Distri ution �" 2 Pipe Cell of Z to s aggregate Observation Pipe — (A=chbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Pave S of 7 c 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 tumor 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 9oX_ - T FVC FbC PVC Latent Manifold Lateral x x x x x2 x2 I x x z x Lateral Lenoth — Lateral LenCth — "P Distribution Line • P -� � r�c.C."�s sox — —o - rm� lFfl�c S I � O— - P 11- Ft. Hole Diameter � Inch - S 3 Ft. Lateral 1 Inches) X 3 ( inches Manifold Z . Inches Force Main " 2 Inches # of holes /pipe 1 l Invert Elevation of -Laterals Wl - - 1 7Ft. ilKO - ill = 4.51x6 _ z.�.o6 GP►� t _ _ . • - Combination Septa c: and PLIAP CHAMBER CROS5 SECTION AND SPECIFICATIONS ' PAGE OF - I VELIT CAP WEATHER PROOF JUUCTIOU box . ti C.I. VEAIT PIPC APPROVED LOCKING 1 10' FROM DOOR, MANHOLE COVER wIV :.huoow OR FRESH +tiARt.IIIJG LA`gE� -. w ?n 1a wr a4r? \ ALP, IIJ7AKE t S co�+cu�r �r tj I Ft Iv'S Y'MI1J. G RED E IMLET `•` PROVIDE I — AIRTIGHT SEAL I I • : ^ 8 �P"rLt I I I Approved zt-8f-t Ft,-,W A' I III Approved joint w/ Si- lbop I III joint w/ PVC pipe .! II ALARA PVC pipe I I om c •I I a3.�s I I CLEK fT. __J PUMP —� OFF D cow FLETE CLOCK RISER EXIT PERMITTED OQLtJ IF TAWK MA1JL'FACTURZR HAS SUCH APPROVAL 3 "ApPRotit<_ ADO 1 ur. SEPTIC E SPECIFICATIOUS DOSE TAWKS 1 AA;LJUFACTURER: w I L -StnZ CWC- IJUMBER OF DOSES: S 'yb PER DAw TAl'K 5IZC : ' / 9130 GALLOAJS DOSE VOLUME z ALARM hIAUUFACTURCR: — S S - � `1"1ZO S S IIQCLUDIMG 6ACKFLOW: MODEL wumnR: 1 I I w CAPACITIES: A= Z WC1415 OR L4 l U GALL01J5 SWITCH TSPL: – I"ZLs2C0V ?-�4 5= Z IAICHES'0R L' ` 2 G�LLOAIS PUMP 1lAWU FACT LIKE R: __ P�`�tMS C = - IUCHES OR � �jq " 'GALLOIJS MODEL WUMDER: — ti`s �'qQ a l l! D = I ---- L_t�iCHE50R g GALLOWS SWITCH TYPE: C �Z�— ►JOTS: PUMP A IJ D ALARM A TTO D 7 S MIWIMUM Dl5CKARGE RATE Z- GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFEKENCE DETWEEU PUMP OFF AIJO..0I5TRIBUTIOW PIPE.. $ '� Z FEET + MIUIMUM METW SUPPLY PRESSURE , , 6. SO FEET + 116 FEET OF FORCE MAIN Y, F yoFLFRICTIOrJ FACTOR 3•�� FEET TOTAL DyWAMIC. HEAD = L`)�qZ FEET - As per manufacturer ZQ, 60 gal /in. Liquid depth 3 8 " ME40 Series MYM - 4 /10 'HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 in W 30 1L. W "Z 2S 8 E Z 20 J 2 F a . 15 J 10 l` 5 2 0 O 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE Myers Parkway, Ashland hi - 1923 Y Y. , Ohio 44805 419/289 -1144 1101 M FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A.