Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
030-1056-20-000
0 d 10 0 f l o M 0'I m o d A ' c r"1 (D (D ID I 0 a 10 • a v o c a a d m I 3 I 3 ~ ~ ~ I cn T. w O W ;1 ~ ° ° y O O; A cn N O 1 • 0 0 O w O A ffi. l A W O o m 3` ° u rn m 3 3(D m A 3 o o R CL m 0 U1 C/) O w y w m p> p o' ca M _ID 'S CD 0 > n 7 S NO NO {Oi N m cD -n NO f` = 7 O -n -j (D O O c00 cOn tD c o d c o o o 7 w 7 w = 7 O O M N N C O r7 ~1 M ID D m a v v v D a aD m ° In a 90 m a rn `C 1-0 C 00 c CD rv 3 =3 3 -4 -4 C O m O O `G cD Z CNO z (0 (D 0) 8 c", ii n O O CD O w m OD CO Z N ~ C lV CD CD 14 ~o (D 6 W C (D m " "a 'a "WA 000 C/)I n 000 R ~y~~r• c N N N n c N N m m :3 CD M m a _ m 90 0 m m m- Q .d. N S y A O < o f 3 o a~1 PL ; ~ w 4° D- o- l D o O o u' ' N m a0i v o v !r O 0 O O N V W o m • rn a 1 = <p CD CD i co N < m n a N n 3 a 3 0 7 _ (D 6 CD w (6 0 O C> O N n Z Gj (n N WT W m o w (D m a 3 a 3 A Z 0 0 - Z - M y z CD m CD D A A A - N CD m Dw~ a o ~o o ~y s~ cna D 3 ~-a° cafD n N'y o =r m m ~3 _a n N 7 o C 0) 03 G N w w 0-0 CD C) CD (a 0 R°? COQ m ° w °00~ G' v c :E CD 0 matey o a ° off -Sao?~D o a 7 (Q 0- N o O Z w 0 a o. N c W w O w w O - D) CD O co S cp O D) -O 3 fD O y m m 7 m m 3 *cn m° -sm N c ° 7 OD w0._. (D v~ wpm v m 0- CD X, m90 wcc30~mCD 3 w O a ;.N ova rna a co W N O OD _ O co cD C 0 W 'O 7 w a CD = ~-0 ~T3 m - Er - m off. 3' m o a-.y ~co F m~ m5wma. cnDRD 3 D Ccn (DD cn ~ woo o 0 a'0 ~ o as o m v mco a 00 S' w w m o. w 0 n. 0 0 b CO m m do 0 P 69 O Efl O w o o g o a CD CD See Special Exception and sanitary permit file records - Shoreland zoning September 1, 2000 Fred Rierman 1466 78'h Street New Richmond, WI 54017 RE: Rip rap project Parcel #032-1056-20-000/23.30.19.199D Dear Mr. Rierman, This letter confirms zoning approval according to the plans you have submitted. Enclosed please find the Land Use Permit that you have requested. This permit allows you to remove the creosote logs from the shoreline, stabilize the shoreline using rip rap, install and maintain best management practices (erosion control) during construction, and to re-establish an adequate vegetation cover along the shoreline. The following conditions need to be followed: 1) Notify the Zoning Office prior to the commencement and completion of the project. 2) Permit is valid for 1 year. Any construction shall be completed within 1 year of issuance of permit. 3) Follow the engineered plans as submitted. 4) Maintain erosion control during the construction to prevent sediment from entering Bass Lake. 5) The contractor responsible for the project is Schmitt Brothers, Inc. 6) Obtain approval from the Department of Natural Resources if necessary. If you have any questions, please contact our office. Sincerely, Rod Eslinger Zoning Specialist Cc: file SE Permit 30-99 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514940 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: Riermann, Fred H. St. Joseph, Town of 030-1056-20-000 CST BM Elev: Insp. BM Elev: BM Description- 1~, Section/Town/Range/Map No: 00 ~ n (0Q -o 6M 23.30.19.199D TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM FdSZ1) S--D 0 /3 m 3 /3Jf y 3. 3.~ L Aeration Bldg. Sewer Holding /~J St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Intake ROAD Dt Inlet Septic Dt Bottom LS'1l 0~ Dosing / Header/Man. / ZS l V, Aeration Dist. rVZZ ` w/ Holding Bot. System r4 Q C / S Final Gra e PUMP SIPHON INFORMATION d T J 10 . Q~ t er Demand St Cover GPM # I Model Number O n > O y p~ Ulu TDH Lift Friction Los System Head JTDH Ft /C~(T Forcemain L engt S~ Dia i, Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length No. Of Trenches r 17"-] PIT DIMENSIONS No. Of Pits Inside Dia. Liq id Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WEL LAKE/S REAM LEACHING Manuf, turer y [J INFORMATION Typ f System: ~N I ` S / ~D CHAM NER O Model Number: ® I 74 DISTRIBUTION SYSTEM KJ 4ho dam- SC Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) I LLength Dia Spacing I SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only G Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil -7 El Yes E] No E] Yes [ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / 3 1 1()Y Inspection #2: Location: 1466 78th Street New Richmond, W1 54017 (SE 1/4 NE 1/4 23 T30N 19W) metes & bounds Lot~~ Parcel No: 23.30.19.199D 1.) Alt BM Description = krY~5 h F ~144 Xe- 2.) Bldg sewer length pJ4- ~K~ - amount of cover - G~/~/~ - - [V lox Yes o Use other Plan revision Required? El side for additional information. Date Insepctors Signa ure Cert. No. SBD-6710 (R.3/97) r GOU LDS PU M PS Submersible k Effluent Pump WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL y ' APPLICATIONS. APPLICATIONS ■ Shaft: Corrosion-resistant, Single phase (60 Hz): can be operated continuously stainless steel. Threaded • Capacitor start motors for without damage when fully Specifically designed for the design. Locknut on all models maximum starting torque. submerged. following uses: to guard against component • Built-in overload with ■ Bearings: Upper and • Homes damage on accidental reverse automatic reset. lower heavy duty ball bearing • Farms rotation. • SJTOW or STOW severe duty construction. • Trailer courts oil and water resistant power • Motels ■ Fasteners: 300 series ■ Power Cable: Severe duty stainless steel. cords. • Schools • 1/3 and 1/2HP models have rated, oil and water resistant. • Hospitals ■ Capable of running dry NEMA three prong Epoxy seal on motor end • Industry without damage to grounding plugs. provides secondary moisture . • Effluent systems components. . 3/4 HP and larger units have barrier in case of outer jacket ■ Designed for continuous bare lead cord ends. damage and to prevent oil SPECIFICATIONS operation when fully wicking. Standard cord is 20'. submerged. Three phase (60 Hz): Optional lengths are available. • Class 10 overload protection Pump ■ 0-ring: Assures positive • Solids handling capabilities: MOTORS must be provided in sealing against contaminants 1/4" maximum. separately ordered starter • Discharge size: 2" NPT. ■ Fully submerged in high- unit and oil leakage. • Capacities: up to 140 GPM. grade turbine oil for lubrication • STOW power cords all have AGENCY LISTINGS • Total heads: up to 128 feet and efficient heat transfer. bare lead cord ends. p Tested to UL 778 and TDH. ■ Class B insulation on ■ Designed for Continuous CSA 22.2 108 Standards • Temperature: 1/3-11/2HP models. Operation: Pump ratings are ® By Canadian Standards ■ Class F insulation on 2 HP c us Association 1040F (40°C) continuous within the motor manufacturer's File #LR38549 140°F (60°C) intermittent. models. recommended working limits, Goulds Pumps is ISO 9001 Registered. • See order numbers on reverse side for specific HP, METERS FEET voltage, phase and RPM's 40 130 available. l ' w@15HH E SERIES: WE !SIZE: Aa SOLIDS 120- RPM: 3500 & 35 1750 110 WE20H FEATURES 1 sGPM 30 100; b a sFr ■ Impeller: Cast iron, semi- 90QwE1H open, non-clog with pump-out °a 25 _ so; wTdx vanes for mechanical seal protection. Balanced for 20 70 "E ?H - smooth operation. Silicon ; 60 bronze impeller available as ° wEOs Q 15 50 E05H an option. 0 40 ■ Casing: Cast iron volute type 10 30' wEOtvi_ i for maximum efficiency. 2" NPT discharge. 20 wEO3> ■ Mechanical Seal: SILICON 10 ! - i f i CARBIDE VS. SILICON o o-- CARBIDE sealing faces. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 9 ' j--t--1---1-- € -L-_ € I _ Stainless steel metal parts, 0 5 1 15 20 25 30 35 m3/hr BUNA-N elastomers. ~ CAPACITY Goulds Pumps © 2003 Goulds Pumps Effective July, 2003 www.goulds.com ITT Industries commerce.wi.gov Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 .J i sco n s i n Madison, WI 07-7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce l Sanitary Permit ApplicatiaState Ttansa tion um r In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appro emmental A unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned PO Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. 1. Application Information - Please Print All Information Property Owner's Name Parcel # GS Property Owner's Mailing Address JUL 2 8 2008 Property Location i Govt. Lot 168tl. 7"? City, to Zip Code Pbon u~ y,, Section ZONING OFFICE ircleone r T N; REo II. Type of a Building (check all that apply) Lot fY Subdivision Te~B Jr? -17 1 or r 2 Family Dwelling - Number of Bedrooms !S~ n Block # 11 Public/Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of Town of 5 cLn III. Type of Permit: (Check ue_b_ a A. Complete line B if applicable) A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date I u Before Expiration Owner 1 IV. Type of POWTS System/Component/Device: Check all that a I oQit~ soil Non-Pressurized In-Ground ❑ Pressurized In-Ground At-Grade ❑ Mound > 24 in. f su 'tabl soil Min~J ❑ Holding Tank ❑ Other Dispersal Component (explain) f a icf V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required Of) Dispersal Area Proposed (sf) System Elevati l 9 /oval V f. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units d New Tanks Existing Tanks T r c g y m cc S/ I+ I ! 1M a U vi fn it c7 a 5~/S.rn Septic or Hoiding Tank / Dosing Chamber VII. Reapo ibility Statement- 1, the undersigned, assume responsi i or installation of a POWTS shown on the attached plans. ?l- - cr's amc (P ' t) Plumber's S' a MP/MPRS Number Business Phone Number _ / 27-77,5 3j 5 _ . dress (Street, ity, State, Zip ode) Z V1Ij,<Qunn Department U6 Only n1sing Agent igna ~ Permit Fee Date sued Oy Ap s' . c - Di,approvcd n -X=7 Given Reason for Denial $ / ~ Z; IX. Conditions of ApprovallReasons for Disapproval SYSTEM OWNER: P40,z4to& 1 Septic tank, effluent filter and lv ~~Q dispersal cell must all be serviced / maintained W y as per management plan provided by Plumber. SA ~ 2. All setback requirpmpntq Must hp maintained AI2~ ~r as per applicable C0fd16 afhg e6gians for the system and sub to the County only o aper not less tha irz x 1 nehes in size SBD-6398 (R. 01/07) Valid t'rrs 0 i 09 Ito lJ,de l`~ I 5v L AATO/4Z/~Vl~/~r2/4TO/1 i~ CXXXS ! r 13/" I; N,4~~ ~u P1~1/~ TQ ~ Ec. roa- a _ _ 7' b ( Rl*f3 porc: cm; sca 3 c,+2p4- N r c- t. 93 t G *'B'' - - r ' / _ EXISTING DRIVE R gg AN 5R IN -0 EXtSnN~ pRl~ yU ' 4,/' I r A EX. GARAGE f -14M WA P-TER 885.3 L D u 13 rl 1\A SHED 1 p " ~1~f(~ V ryf RETAINING WALL ` IIw / STORM 1 p~ LL MANHOLE Vi V• RI Mr: 9,270.5 EXISTING INV = 9 7.0 GARAGE FFE-921+/ \ U0a Gc goo &,L A. L ^go \ i n l~ o \ q 9? 4- \ lv ~ INV 0 RIM 92;i.b 914.4 v~ STORM INV OUT : 902\ MANHOLE W/IN1 ET DRA WAI FDR ` FReo 141 eer7.4Xnv f1'G G 78 r// /Veto Rl'C#170AIO Ecopy ~ AY, sec s - T 30,t ' - sC°/~? ct/ f a (I C. bV 5* 7jEcr tQ A( c f/ &-A r, l/YF/i-Tk,4rO2 /AIP rM tft AV h'Ar3 EQ6{: cm; sLA(? cR-2p4•,zr et. 93.6G - - 5CAcE EXISTING DRIVE + R i~AGEG RAW n ix EX1`'IN DRIVE yU EX. GARAGE 13M • 885.3 1'` \ jp199 ~ ~/j~,cy~~ 1 L 'Lrl 0 S ` y Tl ° M I p SHED 1 ING WALL vy- o, / MANHHOLE I Vi RIM~~ 920.5 EXISTING V INV - 917.0 GARAGE FFE-921+/ U-00G(- y 1 J 3 K 00, ` RIM = 92Y.b ! %23 INV = 914.4 STORM INV OUT : 902` MANHOLE W/INLET ! RIU 928.0tAa?ROX? DRAWIAl , Fog P RED J41E,2M.4,V~Y l~fG G 79711 ' - F-/ L)' C R 06598 Horton Bay North Road Boyne City, MI 49712 n t Phone 888-999-3290 Fax 231-582-7324 INSTALLATION & SERVICE INSTRUCTIONS INSTALLATION: Screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. "Always use caution when starting threads to avoid cross threading**. Plumb force main into the 2" sch 80 PVC union. **We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O-ring or sealing surface". SERVICE: Service of filter screen is dependent on usage as every system is unique. If the filter has been installed without the benefit of our Service Alarm Switch it will be difficult to determine when the filter requires service. It should be inspected when periodic pumping of septic tank and pump chamber is performed. Check your local health department for these recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to service filter. To service filter screen, unscrew the 4" cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. NOTE: The total dynamic head. loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIMITECH FILTER systems, remove'/" plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. - Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within its range (3 to 24 PSI) ****TRY OUR LID/SCREEN REMOVAL WRENCH- Our wrench holds filter lid firmly and hooks screen for easy removal and installation, (40" long). Made of heavy-duty enameled steel. M111 - WW-W V FI~LTL 06598 Horton Bay North Road Boyne City, M149712 Phone 888-999-3290 Fax 231-582-7324 www.gag-simtech.com simtech(d freeway.net WARRANTY All products are warranted against defects in material and workmanship for a period of five years from the date of purchase. In no event shall GAG SIM/TECH FILTER, INC. be liable for any consequential damages or any labor, material, freight or expenses required to replace, correct or reinstall the product. GAG SIM/TECH FILTER, INC.'s liability is limited to repair or replacement of the part. All warranties are void if the product has been improperly modified, applied or installed, subjected to misuse or abuse. Except as stated herein, there are no warranties expressed or implied, including the warranty of merchantability or warranty of fitness for a specific purpose. EFFECTIVE JANUARY 1, 1997 1 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page -/-of FILE INFORMATION SYSTEM SPECIFICATIONS Owner 11 Septic Tank Capacity gal ❑ NA Permit #Jr--/ V40 j 61~ Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model f _ ❑ NA Number of Public Facility Units 42-NA Pump Tank Capacity ~Q gal ❑ NA Estimated flow (average) gal/day Pump Tank Manufacturer _ ❑ NA Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer ❑ NA Soil Application Rate gal/da /ftz Pump Model 9 ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit r / ~ONA Fats, Oil & Grease (FOG) :530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) 0 NA Biochemical Oxygen Demand (BODd 530 mg/L In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L XNA ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) _<101 cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size Y8 in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every' ❑ onth(s) ear(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA Inspect dispersal cell(s) At least once even' ❑ month(s) __y Wyear(s) (Maximum 3 years) 11 NA Clean effluent filter At least once every: -7) ❑ month(s) ❑ NA year(s) Inspect pump, pump controls & alarm At least once every: ❑ yearjsj(s) ❑ NA Flush late-als and pressure test At least once every' ❑ month(s) NA ❑ year(s) At least once every: ❑ month(s) NA ❑ year(s) Other' ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 912 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. I START UP AND OPERATION Page of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank.. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable re/placement area. Replacement systems must comply with the rules in effect at that time. / /~rl~ Z~yl 6 VQ~/Ai/n1 Z A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIO OF ,ALTAA~NK MAY BE DIFFICULT OR IMPOSSIBLE. /l ADDITIONAL COMMENTS ✓ / w' &OA An, K~ 4` POWTS INSTALL R POWTS MAINTAINER Name Name Phone Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone - This document was dra` et c_-r iance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. i o v, 0 0 CO) 0 3-0 0 r C7 `i~ ~ C M 3 C M 3 3 CD (D M 'o C/) T. v z o w; z 'U v, z oCil CD co °w tC O• 0 m o v c, A FD. o w w a A _ W o o CD O :5. M cx. C 0 CA 3 m 3 C ~ N A C N ° ,"3~ _ a m cn cn _ o ^ W D O N W 7 w p 7 0= v rn CD Cn :3 en O O T p c N N CD T O CD T O O O p O C) co (.n 3 o a a o N a C) !r1 7 N o. N _ O C 1~~i1 fft CO o to r•' C C -Ow l'rl d tl: D a A = {h N A 4 QAj \a C , g Qo A CD , cc a rn Cn 03 m I C) W v N 3 , O 7 0 OJ S O O O O `G z N C/) y~~~llllll a) A~ O» N z C> O. w (o 0) -4 co rT C7 w ~ c m 3 !1 =r f TO-0 -0 OU) I a OOO ~ylr~• O y N N z n O N N f~A 0 C3D ID 0 I-D CD N !n N N O 90 ~ ~ - Q - Cp ID Q tD w S Tj w m S o l 3 oyi o a M a A p z z z 7 z N D a O D T 0 0 N v v o l N T O O O y J N Cn CD = CD Cp 'f O N < N c a m D NOS _ 3 CD (6 --1 CA 0• o o A c6 z N CL a a? M O w 0 (D W ~ m CL d t z 3 0 g a 0 0 " z ° ° I 3 I 3 ' m~ N z N .Z7 A CD CD A A N o a m- w CD ~.a a m CD CD Q? P~ n (D~W c CD z a ~~a z c 3 J o O OF O N QCNo N Oz : 3 =~0 Cil =r 3 3 X (D N Cd y 00 a) N j fD 3 7 N O CD go 0 It CO N O CC O FWD 3 I o P• w 7 N a 0 3D CD O 3 N 0 Q I O O O CD i O ts> O fn O ti o : o f a CD C~, CD O L O CL ti c rr~~ 0(A O a d o 0 C~ m f ~ to ~1 m ~ I B ' i _ ~ Ca 3 r lot r. O II m cn A x Nz • f) (D CD c00~ c w w `C W < < N O pp N N CD < < C W ►y ~txy- d 7 7 N rn CD O N c 1 co C 0 G) _ - s > > m O N @ n N O (OOO C O c c O o D a m 3 ° y a cNn ~ p m tr v y - a = (D cn A W C. S?o W 3 C' ~ w O o j I O g N C) 0 0 r- N O O p ~1 uo C CD rn rn Q° N a C N i ~ l~Y W ° 0T 'a "V 00x'• O E' ~ n C N N N D c3D Q O O < c A m m o C R° .d. m O o 3 v C. CD M N N I a ; o "w• CD O N p CD CD 3 0 CD y .a -4 co _ a A Z tp A C I a i 'I 9 < WO W a 3 z p _ A .Z) O z 3 N Z N F ? CL I m a ~ I o v c Z a P. o I ~ O N 7 I fD N H A I C i N b N O Q 0 ti oa o CD 7 ~a 0 ti V CD y 0 N 0 3-0 0 O :E r d O v m m C A~ CD 3 A, n `C • 0 -ry 0 z N Z o ci ;u F f~ W co - c - a m O O e~.« 7 fl- f011 C0Cn O j C _~G) 0~ (a~ cn Ul o C-D n N N O_ = 6 N =r N 0 C)-0 n N j m T7 --I CD O hO 3 m c a o a O o I m o :3 o p x o Cy m m m cn D m ~ a = I m y a sp co c _ o CD w m D_ O C) o o l j _ rn z P CD (D 0) r- U) O CD (D 0) Co O C CD (D V rr Q 20 0 0 ct ' o ~ m 3 I M, 3 N N z m CD m V X 9 m 3 0 o =3 fW a N o o z z O N) Ul I N v w 5 =or T° 00 0= m m v ~ 0 (n (A O O C I m 0 , x C N I ~v n I I (D 1 N y A l m c I a a R I co N I G m m o w I a a z I °O z m I N Z I a a I I j a N O_ T O O C Z I N Oz I co _SN I co W I o I D I m ti I ti I ° x I c Q5 I O o I oo ti ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT Owner E9E2/f.4 1YA1 Property Address 7 711 Sr, City/State E V r-al rvxa Legal Description: Lot r3 Block _,&IA Subdivision/CSM # of f~8 A V 2 Y - oL ~ S 617 Z SE t/4 ~ t/4, Sec. 12, T QN-R W, Town of Si, c6s AA -PIN # 030 -105-6 -~0 SEPTIC TANK DOSE CHAMBER HOLDING TANK INFORMATION: Tank manufacturer d)/E5- Size ST/PC /sa/7~-o Setback from: House j$ Well 6 0' P/L Pump manufacturer ZDEg Model 9® Alarm location #o a s° ( LDING TANKS ONLY) Setbacks: Vent to fresh air intake Water Line Meter location Al SOIL ABSORPTION SYSTEM: Tyre of system: E , Width 3 Length 2,f;'- Number of Trenches Setback from: House 166, Well 60' P/L 10o*t- Vent to fresh air intake /00 ELEVATIONS: Description of benchmark ~j~ i~ Prot%~= 7-?'~L Elevation 1061, 0 Description of alternate benchmark 17B To l i s/oi.Yl- o 1v c4®/A/ Elevation O „L S Building Sewer 73-11 ST/HT Inlet ST Outlet PC Inlet PC Bottom 6 Header/Manifold Top of ST/PC Manhole Cover /~8 ~3 PC (2~ 1~% ( ) Distribution Lines ) 79 /Z Bottom of System (l) /-1, 7 (2) Final Grade (1) (2) 10 D ( ) Date of installation / / Permit number 3 5 3 State plan number f~ Plumber's si nature kojtA",-r-~_c~~icense number/ 7 yZ Date Inspector Complete plot plan Or I I , NOTICE: Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW ,Le sc~~c i 6a ! f A-3 'x7V 71-feN 3 r 'J FoRc~ LtJ! E S ~2 3 4/7~ D G 0/'1lTD f,~iv~ ~ PEDAf4oclse INDICATE NORTH ARROW State of Wisconsin 1 DEPARTMENT OF NATURAL RESOURCES 7 Tommy G. Thompson, Governor Box 7921 George E. Meyer, Secretary 101 South Webster Street Madison, Wisconsin 53707-7921 WISCONSIN TELEPHONE 608-266-2621 DEPT. OF NATURAL RESOURCES FAX 608-267-3579 TDD 608-267-6897 March 2, 2000 3-WC-99-1053ST Fred Riermann 1466 78th St New Richmond, WI 54017 Dear Mr. Rierman: On October 9, 1999 the Department of Natural Resources granted you a permit to grade in excess 10,000 sq.ft. on the bank of Bass Lake in St Croix County . Your permit # 3-WC-99-1053ST is extended until August 31, 2000. All other conditions of your original permit remain in effect with the exception of conditions numbers 25 and 26 as you are continuing to work with St. Croix County Land Conservation on a new design and planting plan. When those plans are finalized, please let me know so Department review can be completed as this amendment does not re- authorize any new plans for the boat ramp and shoreline modification. The new plans will likely be authorized by separate permit. nc y Eunice Post Water Regulation & Zoning Specialist cc Steve Fisher, Zoning, 1101 Carmichael Rd, Hudson WI 54016 Quality Natural Resources Management ` o- Through Excellent Customer Service rJA 1.-. • Wisconsin Department of Commerce Safety and Byildings Division PRIVATE SEWAGE SYSTEM CountY INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 344653 Permit Holder's Name: ❑ City ❑ Village g Town of: State Plan ID No.: Town of St. Jose h BM Elev.; Insp. BM Elev.: BM Description: Parcel Tax No.: IM.0" .1 00. r -1 me_ NA li 030-1056-20-000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic l vi - v Benchmark (BZ OS•b /CV. D Dosi ng Alt. BM . Sv Aeration Bldg. Sewer (2.51 93• Holding St/Ht Inlet 3•D( Qz-b/ TANK SETBACK INFORMATION Verit TANKTO P/L WELL BLDG. A irIntato ke ROAD Ar Septic q NA Dt Bottom f 5~ fig' Dosing /rrD 1 4' 02~ Y NA Header / Man. r-ILo Coq. Z / Aeration A Dist. Pipe g C/ Holding Bot. System 3 q~•~ PUMP/ SIPHON INFORMATION Final Grade IOI.O~ Man urer , 4(Y Dema O St cover q~• g / Model Number 45-GPM TDH Lift \()Ae Friction stemma TDH %5.*t Forcexa~f ength ~SI Dia. 2 Dist. To SOIL ABSORPTION SYSTEM a TRENCH Width r Length / No/ f T riches PIT No. Of Pits inside 137 Liquid Depth __9I S DDIMENSIOIVSi 3 DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manuf ctur r: ~ - INFORMATION Type 0 / CHAMBER Model Number- fisystem: > OR UNIT DISTRIBUTION SYSTEM --7. 1 Zr w vqL Header/ r~aanif i< Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake i Lengt Dia Lengt aang ~(fU SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1466 78th Street, New Richmond, WI (SE1/4, NE1/4, Section 23 T30N-R19W) - 23.30.19.199D z l~ r -J' > 36 s Plan revision required? ❑ Yes jg No Use other side for additional information. L I 2~ Tc7m] 6 SBD-6710 (R.3/97) Date Inspector's Signature Cert. No. i ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: J e- ~ .a..,.. Aga s - . . . C R t E e e e ~ tt 771_ 3 ~e.f L s I € dom. .tee t ' E f F E x 7 , 3 ~ E t l i F ~ z x r 1 i [ ? j 1 1 x s SANITARY PERMIT APPLICATION 201 afety and E. W shnllgto A Division ►scons►n P.O. Box 7969 . Department of Commerce In accord with tLHR 83.05, Wis. Adm Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the syste \ts~~aper not lesser s. my \ than 8 112 x 11 inches in size. Q y CO mber • See reverse side for instructions for completing this applic State nitar 470, ' y Permit ~ Nu~ The information you provide may be used by other government agency prog , ❑ (r~ it revision to previous application [Privacy Law, s. 15.04 (1) (m)). r T ~O State Pan I.D. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL "Iflo Property Owner Name Pr icy catiop- - , .,t/a tta;,1 3 T , N, R I~ E (or)© Property Owner's Mailing Ad~ ss tot Num6et l; Block Number 6 7 9 , t City, State Zip Code Phone Number Subdivision Name or CSM Number II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ Ity Nearest Road ❑ village 7'O ST . Public 1 or 2 Family Dwelling - No. of bedrooms Town OF sr, r7aggig 111. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) t 9 t 99 1 ❑ Apartment/ Condo 630 6 _;Z0 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station-/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. Eff New 2. ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System _________Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 eepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 1 eepage It ( 43E] Vault Privy 14E] System-In-Fill 3 x 5 VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation 600 15 63r z . 8 ?2, tS Fe Feet VII. TANK Capacity gallons Total # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existing strutted Tanks Tanks Septic Tank orI le4alzwo-L 1,200 Z 1p1 t `s 1d ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber S IN 1 ❑ ❑ ❑ ❑ ❑ VI11. RESPONSIBTDT? STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) P's Signature: (No tamp P/MPRSW No.: Business Phone Number: Enwyl l- - - - r l 7y/ E 6 G S Plumber's At dress (Street, City, State, Zip Code): V,X L _ IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing nt Signature (No Stamps) proved E] Owner Given Initial l Adverse Determination ~ //00 Surcharge Fee) -1// X. CONDITIONS O APPROVAL / REASONS F R DISAPPROVAL: A ce ps'` SBD-6396 IRA 1/96) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber A INSTRUCTIONS 1- A sanitary permit is valid for two (2) years- + 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD-6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3151. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII- Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells,- water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences- friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 1 15 form; and F) all sizing information- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. y' I aV G /N SfJEC Teo M v E/~ 7-, IT I . q ve'14,aL GQcoF /o/, y 5 y5 7i!F/7 eF[ 3.65r' 97, 1 S 3"6so iNF/G rRproN i~vG~~rR~-TO~t 0/17, /YI*/i- I'^/ P/A/6;' T2EE~ 6/•/3 Ed4E cNrr stag 5CAGE / 1,=iEO/ / j EXISTING DRIVE 5R - n- XA TW EX15~NG OR1VE ~ / ~ S ~f E r I REMOVE ' \ EX. GARAGE r~ I _ s iwATER y9g 85.3 o \o \ ~ ~ M 1 t r ` ` RETAINING WALL w STORM WIN ~ c~ EXISTING \ RIM 20.5 / INV 917. GARAGE FFE=921+/ \ ' 1 j C~• Q-E K ti It sr \ ID \ ~I VIA- 1 ~o iy gT~R Ir RIM - 924b STORM L~ INV OUT • 902\ ' WjINLETE RIM 928.0(APPROX) WAA _01?AWINC- , I~fG G 71~ T y S86 U~LLEy P//EGU 7/1 S, R/`G/iMPAlo )I c50J7Ei25Ee y02 S j ""g2/ 7 tf/ Page Of SEPTIC TANK & PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" CI VENT PIPE 12" MIN. ABOVE GRADE & WEATHERPROOF 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W/ PADLOCK & FINISHED GRADE 4" CI RISER WARNING LABEL -4" MIN. 18" IN. 6" MAX. INLET L GAS- WATER TIGHT SEALS TIGHTS , \/APPROVED A SEAL 1 JOINTS WITH APPROVED -4 ALM APPROVED PIPE PIPE 3' -F.- 3' ONTO ONTO SOLID C 1 ON SOLID SOIL SOIL I *,t RISER EXIT PUMP OFF ELEV. FT OFF D PERMITTED ONL IF TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: ~)iL- S E NUMBER DOSES PER DAY: TANK SIZES: SEPTIC 11,5-0 GAL. DOSE VOLUME INCLUDING D06 E 2-5-0 GAL C7 FLOWBACK: GAL. ALARM MANUFACTURER: fA&C AZ e7121- CAPACITIES: A = Co INCHES = 2 GAL. MODEL NUMBER: SWITCH TYPE: -L&'mc4, T- B = 2 INCHES = AL, PUMP MANUFACTURER : Z ok_ .tea C = INCHES = 17 -2,31 GAL MODEL NUMBER: 99 SWITCH TYPE: ~4&E~ t4 D = INCHES = Za8.9L GAL. REQUIRED DISCHARGE RATE GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WA. VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . j~ FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FEET + 13-1) FEET FORCEMAIN X 3.17 FT/100 FT. FRICTION FACTOR . Y, ill TOTAL DYNAMIC HEAD = /gyp, 91 FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH 86r ; DIAMETER LIQUID DEPTH ' SIGNED: - LICENSE NUMBER:/ < j DATE: 1/88 r ' PAGE OF PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS VENT CAP '1"C. I. VENT PIPC T WCATHER PROOF APPROVEp L KING JUNCTIOU BOX MANHOLE C ER 25FROM DOOR, 12'MIV. WINDOW OR FRESH I AIR INTAKE I GRADE I `I" MIN. i , IB" MIAI. CONDUIT-- 10"MIN. PROVIDE I MULE T AIRTIGHT AL I I I v APPROVED JOIAIT A I I APPROVED JOINTS W/C.z. PIPE I III w/c.z. PIPE EXTCNDIIJ4 3' / ) II ALARM EXTCNDILI6 3' ONTO SOLID SOIL B I I I ONTO SOLID 6016 I I I I ON c I LLCV. FT. PUMP-,_ r OFF 0 CONCRETE BLOCK 3" APPRW9D RISER EXIT PERM ED ONLY IF TAWK ANUFACTURCR HAS SUCH APPROVALgEpp1 SEPTIC f S~PEG_IFICATI kJS ~~~iLL•~LL DOSE j TANK MAIJUFACTUREK: WA-F dER OF DOSES: PER DAU i TANK 51ZE: GALLONS DO VOLUME ALARM MALIUFACTUR L UL9L i4LAOM INCL IAIG OACKFLOW: .17-11 l q GALLONS MODCL NU ER: CAPACITI : AINCHE50R _Y/SISGALLONS SWITCH T f: ~E Q14 = INCHES OR Y3.7 Q~LLONS PUMP MANUFA TURER: _.~~CLLC2 C INCHES OR GALLONS MODE NUMBER: ' yL Da INCHES OR 17412 GALLONS 5W1 CH TYPE: //E2C I'd le %4 MOTE: PUMP AND LAKM ARE TO OE MI IMUM DISCHARGE KATE ___L~GPM /INSTALLED SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AN0,.DI5TRIBUTIOW PIPE.. FEET t MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . FE.ET ♦ 1-1_ FEET OF FORCE MAIN X 31-Z FYo fr.FRICTIOIQ FACTOR..FEET i TOTAL DIJUAMIL HEAD = FEET IAITERNAL DIM N51010i OF TANK: LEW(.TH ;WIDTH LIQUID OEPTH _371" SIGAIED: LICEWSE NUMBER: 2Z17yl DATE..&i_/ i MUIR HEAD CAPACITY CURVE w EFFLUENT MODELS I,o- - A CAUTION Model 185/4185 should owl bn nnhl-lml In Ingo Ihnn'10 Innl 11111 4° un 38 125- 120- 36 - 191 115- 34 0 32 105 100 30 95 28 90 i 186, 26 85 4186 80-. 24 165, 4165 'ol 5 72 70- i '3 20 65-- IB- 60-- -163, 4163 89. J 55 4189 - _ o 16- N 50- 14- 45 12 40 188, too, 35 4140 4188 11 to 30 137 Tj 8 25 5 20 4 10 2 5 52 0 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 130 740 150 160 LITERS 80 160 240 320 400 480 560 640 0 FLOW PER MINUTE 009922 TOTAL DYNAMIC HEAD/ FLOW PER MINUTE EFFLUENT AND DEWATERING 140, 161, 163, 165, 185, 186, 188, 189, 191 MODEL 53,55, 137 4140 4161 4163 4165 4185 4186 4188 4189 FT. M. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. CAL. LTRS. CAL. LTRS. CAL LTRS. CAL. LTRS. CAL. LTRS. CAL. LTRS. CAL. LTRS. GAL LTRS. 5 1.52 43 163 72 273 93 352 91 344 100 379 61 231 61 231 58 220 145 549 145 549 45 170 10 3.05 34 129 61 231 79 299 84 318 93 352 61 229 61 231 58 220 140 530 140 530 45 170 15 4.57 19 72 170 64 242 76 288 85 322 60 227 61 231 58 220 134 507 135 511 45 170 20 6.10 25 95 36 136 68 257 79 299 59 223 60 227 58 220 128 484 131 496 45 170 25 7.62 8 30 59 223 70 265 57 216 59 223 58 220 122 462 125 473 45 170 30 9.14 49 185 62 235 55 206 58 220 85 322 56 220 116 439 120 454 45 170 40 12.19 21 79 45 170 46 172 55 206 70 265 58 220 104 394 109 413 45 170 50 15.24 20 76 33 125 50 189 51 193 58 220 90 341 97 367 45 170 60 18.29 15 57 39 148 32 121 58 220 71 269 85 322 45 170 70 21.34 23 87 9 34 52 197 51 193 69 261 45 170 80 24.38 10 38 45 170 28 106 51 193 45 170 g0 27.43 31 117 2 8 34 129 45 170 100 30.48 16 60 17 64 40 151 110 32.00 4 15 30 114 120 36.58 20 76 130 39.62 10 38 LOCK VALVE: 19.25' 23' 26' 46' 56' 66' 86.5' 73' 114' 91' 110' 137' SSPMA MEMBER SUMP CD ANOSEWAGE PUMP MFRS. ASSN. Wisconsin Department of Industry, SOIL AND SITE EVALUATION Labor 468 Human Relations Page of Djdtsion of Safety and Buildings nae with s. ILHR 83.09, Wis. Attach complete site plan on paper not less x11 in as in.,Nn must County / include, but not limited to: vertical and hod o refere nt-4~ dkectido and 71, r percent slope, scale or dimensions, north and I t~dCWstance` 6.:,1 iarest road. Parcel I.D./# ~sI•~; 1 APPLICANT INFORMATION - P printTIi►~foon awed by Date ~ CR ix ; Personal information you provide maybe used fo secdndary purer cy Law, si . (1) (m)). , I 9 P V Prope Owner , < Property Location 14 Govt. Lot s, 114Nr 4,S a'3 T 30 'N'R WSW W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM / City State Zip Code Phone Number ❑ Nearest Road N _ City El Village Town fti ❑ New Construction Use: Residential / Number of bedrooms 151"_ Addition to existing building / V"V Replacement ❑ Public or commercial - Describe: Code derived daily flow l~CZ gpd Recommended design loading rate &7 bed, gpd/ft2__9 trench, gpd/ft2 Absorption area required bed, ft2 75, trench, ft2 Maximum design loading rate bed, gpd/fi2~trench, gpd/ft2 F7 . 75'-/ ft (as referred to site plan benchmark) Recommended infiltration surface elevation(s) Additional design/site considerations Parent material 1-51t, T /j44 4 Flood plain elevation, if applicable A14 ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system S ❑ U WS ❑ U ®'S ❑ U ®"S ❑ U ❑ S U ❑ S PT u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench / - p L r>r c it _ C1 pS o elev. Depth to limiting factor Remarks: Boring # / 16-1 of / L rnS ~ as-~ e -l-? o s/.~ 1- Z'i 3 13 - C e of - Ground n't :.9 S y s /elev. 0 Depth to limiting factor MLin. Remarks: CST Name (Please Print) Signature Telephone No. Mk-idj _J~ '5 e- 1H el"71) S f1'9- S' Address Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER red trek nn Page or PARCEL I.D.# 66 5D6 2 a Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G~Djft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 0 e try, r 9- C Ground Pr q?~,•! _C"a in elev. X41 ~~ft. Y Depth to limiting factor ~_$Q_in. Remarks: Boring # /OV L3 - •2 rn 1'r Ir► Ground elev. /dLft. Depth to limiting factor ~J,n. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # .31-7 .n Ground elev. Depth to limiting factor fOL:1n. Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) I r o , . i r I : t t ~r er?~ L --7 7 : : I I ! i , 1 I ' , 1 1 i ; 1--- I ~ ~ ~ I t ~ 11 - , re e • 3C i ! t 1 , t _ fly? - - t i _ . met • - X46 : , n 1 Alf t I j _ t S I • ( t ttt Ef I ' I JJ ' I 1 t 1 , J , . = f j , y i ~ I . I , i i t r , C c t , f E ` 1 • i Y i ; - I r , . I ! 1 t --4 } f a- 4 a j li c 9 ' r i 7 { f p ' 1 t 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND FORM OWNERSHIP CERTIFICATION Owner/Buyer EAjG7a tFe/'7AXA Mailing Address ~YiCL 7 8 7'y S Property Address-7 r~ 97, (Verification required from Planning Department for new construction) City/State lYruJ I it ff/'~ ax Parcel Identification Number n.30-10,6-6-90 LEGAL DESCRIPTION I t /y . 1&W Town of 57, _ Property Location 5,e - ~ Sec. 13 5• T-,70 N-R Subdivision Lot # 7 y .288 C/ Certified Survey Map # . Volume -is 6 , Page # s 9 Warranty Deed # 7 SOS , Volume /3/F , Page # 300 Spec house ❑ yes UKno Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the a year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE 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 . '7 1 0 S1ATE: BAR OF W C.ONSIN 1 oR%t 2 - 1082 VJ WARRA411` DEED L;000MENT NO Raymond R. Krause and 'anet B. Krause, REG!rt". C ST. CRO!X CO., W) Rasa +w i"v4 APR 3 0 1938 .rtmeysandwarr:ut tu_ Fred 4.10 P THIS $..^ACE RESERVED FQR FEGGRCiNG CATA _ NAME ANU RETURN ADDRESS the following des:nhed real estate to Croix C011111yc 7d 1/v pj}ol a State of wis vnstn G S ~ u t~ # t if- 10 ~B ~_-152 5-6-- 2 O _ PARCEL DENTiFICATION NUMBER (See Attached Exhibit "A") TR NSfER ~-E ,a) Os no0 [xcel:::mto~~arnrutes. Easements, restrictons a- i rights-of-way of record, if any. `•atedt'. a- I d clav,..`_~ - A ri1 _ A.D. 19_2 8 - r Ri.mond _R. Krause Janet B. Krause (SEAL) - (SE,-.1' AUTHENTICATION ACKNOWLEDGMENT 5,h t!11ie(;~ Raymond R Krause State of Wisconsin, Janet B Krause " tutP enu a .d > w _ _ ta} c f _ _~_~Lla ly__ 98 t _ xmally c,uvw before ate this 19___ !hr above n, nit--' Ogland._ 1+TLu ti PIPER I. VE BARt)F `vw If n~ t - - - - - - au!h0r, by a 06 On VV's ~[ats'• ;u nn~ r_n~~~en to b~ the per>or. _---v:ho : _o;tc tile wregtn: ,R~f C11,51i n[ .3Cd ai `<nOtti ltd ~i [[1C 5a!T1.. THIS iNSTr'.,_"6tNT WAS 0H.V- ) F.` Attorney Kristina Ogland Hu' on . WI 54016 V , 'I .t,:.t: ! Y EXHIBIT ! ar p,i: t L,, f i.;cverr:"'I en r a3 o wit: CO,:Sri?nC1T:~~ 1t ,traS_ ,Jri:dT Of L~i; . 3 i, t'henc~- W- St on !:he O~ _ j Lot 3, c teet; then_- e N r t h 240.3 feet to as 1-hence Noi-t'-: fe a _t, 0 30 minutes East to in iro:. pLp _h - ii ,:e Fa fee' to an ; r;;n pi the point of said - beginning rttn North 429 feet to an iron pipe; r.il~nce We-'t 3'5 _ more or less Lc, the shore of Bass Lake, thence Northerly along flak Shore 125 feet more or less to an iron pipe; thence East 4,00 fe•~* more or less to the road; thence Southerly along road 554 thence West 36.6 feet to the point of beginning; costa::.ink approximately one and one-half acres (1.53) incliding all ripar an rights of every kind and description appurt.-Ma:it thereto; toget::er with a perpetual and continuing easement and right of way for ac--ss and egress from road abutting thereof. # All that part of Government Lot 3, Section 23-30-19, described 9 _ as follows tc-wit: Commencing at the Southeast corner of said Lot 3 cif Section 23; thence West on the South line of said Lot 3, 12--. feet; thence North 240.3 feet to an iron pipe; thence North feet, 0 egress 30 minutes East to an :ron pipe, the poi:. beg_arling. _ .gym said poi::t of beg' nning r7-in E isr '07.2 feet t:. iron tripe; thence North 429 feat to an iron pipe; t-:ence West fee~- more or less to the shore of Bass Lake; thence Southerly the Lakeshore 429 feet more or less to an iron pipe; thence Eas~ i.25 feet more or less to the point of beginning, including all rights of every kind and description appurtenant Lfte- Containing 3 acres, more or less, together with a perpetual anal con-.inuing easement and right of way for access and egress 12 feet wide for lakeshore property on Bass Lake in Section 23 3•:-19, described as beginning at the Northeast corner of Section 23, t ence 1420 feet more or less due West to corner fence post above bluff on Bass Lake as a point of beginning. Thence South 76C feet; thence Easc 268 feet more or less; thence Southerly along fenc._: on tcp of a bluff above East side of Bass Lake 1200 feet; thence Westerly and Southerly to lakeshore. Except the following parcel therefrom: A 4 panel of land located in Government Let 3 of Section 23-30-19, Town of St. Joseph, St. Croix County, Wisconsin, described as Lot 1 of -a Certified Survey Map filed in Vol. "711, page 1927, St. Croix Co_n`y, ' Wisconsin. 3 R V. } S4 NY,