Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
024-1038-30-000
0 4 2 n o I N O C N Vi CL OUi co A I O x U) w >+ N U) y c Z t m 7 f6 2 C 3 ° 0 am N 'a M E Q U N f0 C w Z c z co a m M F- fn O O Z c O U) F- Z Ea d M M� C •N L O (� C �p 1� 'o Q Q O O Z Z N Z d Z' N S «S a a!Q r �- y O O y a 2 — CD N G C a L N N J� N j N tM br) f/r) j Z CD • � aaa v, EL y C N m rn rn W 11 } Cl) 0 0 _ E N O a- :3 C� V m N E w 9 d Q SO V a� O ~ i 0 U) c O O Q N O M r V d r \ ci N O c 2 N N v � � � _ a b co y Y COO H N Z Cl) d • N N _N O C O U V � 3 a ` CL • ee a m .2 d `I�V L1 A 0IL rr 2 i3O ) 0 Parcel #: 024-1038-30-000 12/22/2005 10:33 AM PAGE 1 OF 1 Alt.Parcel M 31.28.17.243A 024-TOWN OF PLEASANT VALLEY I 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-CLEVELAND, NICHOLAS L&KAREN A NICHOLAS L&KAREN A CLEVELAND 1550 E CTY RD M RIVER FALLS WI 54022 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description * 1550 CTY RD M SC 4893 SCH D OF RIVER FALLSY �yW SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.300 Plat: N/A-NOT AVAILABLE SEC 31 T28N R17W IN SW NE SOUTH 700 FT Block/Condo Bldg: OF WEST 330 FT OF SW NE,TOWNSHIP PLEASANT VALLEY. Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 31-28N-17W Notes: Parcel History: Date Doc# Vol/Page Type 04/21/2005 792864 2788/183 WD 09/11/2000 629688 1541/573 TD 09/11/2000 629687 1541/572 QC 05/09/2000 622711 1509/316 TI more 2005 SUMMARY Bill M Fair Market Value: Assessed with: 87721 212,300 Valuations: Last Changed: 06/25/2001 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.300 43,200 117,800 161,000 NO Totals for 2005: General Property 5.300 43,200 117,800 161,000 Woodland 0.000 0 0 Totals for 2004: General Property 5.300 43,200 117,800 161,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: 214 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS INDUSTRY, 11 cc DIVISION LABOR HUMAN RELATIONS PERCOLATION TESTS (11J) MADISON WI 53707 E H63.09(1)&Chapter 145.045) LOCATION:�� SECTION: N/R 1�E(or w WN��/IQ NI�PA I Y� OT NO.:BLK.NO.: SUBDIVISION NAME: COUNT e OWN 'BUYER'S NAME: AILI GADD !'ve r q h ////Is`VP 4 USE ll DATES OBSERVATIONS MADE NO.BEDRMS.: OMMERCIAL DESCRIPTION: PROFILE DE CRIPTtONS: PE OLAT N TESTS: Residence �— 1XNew ❑Replace p RATING:S=Site suitable for system U=Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: S STEM-IN-FILL OLDING TANK:RECOMMENDED YSTEM:(optional) o s ®u s ❑u o s ®u o s au a s Mu ,/2 If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the n under s.H63.09(5)(b),indicate: `/ Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) B- /. 00 S.ov . 67 9 it ' ��8" n 1.9.V if 3V dr AA ° see ecl B-F to S.Do tj � rus l` of re eT a7`,70 00 A, 60 B- 2,67 if S, -dr hw� B- 3 Fl5Gsj 133 & 0.4 s C B- 3 6.60 91,V 5. 67 a.33 /.Sd r sVdlr w T64o-o b5 ery j 4 (917579_ PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIO 1 PERI002 PERIOD PER INCH P- P- 0.0 0 30 y/k 3 P P- P- I A le 3 0 / k 9rd 1,Alto In PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitabl soil areas. Indicate scale or distances. Describe what are the hori zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent 'i of land slope. � // SYSTEM ELEVATION 93.DU _ �Ptke w)�h re� rlb6cr� I» av E �J�, r w_ g } B 1 pp �p 3 F i i i �(` eJ; lc'v. oDj s• ik,e Al � J1 t!t �eQl _ Po l er � ►� _._ 3 1 l __ - - - - — tN E _. 3 IL ys I F 3 c yn�j 3 r 3 X l i Te I,the undersigned, hereby certify that the soil tests reportectAIFis forWre ma a by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME(p int): ,Q TESTS WERE COMPLETED ON: y2, ADD ESS: CERTIFICATI NUMBER: PHONE NUMBER(optional): 6D 1- Ct a 0 W54 CST= _ w DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SBD-6395 (R.02/82) —OVER — L INSTRUCTIONS FOR COMPLETING FOAM 115 - SBD - 6395 To be a complete acid ac<<rrratr;soil test, your report trust inckide: 1. Cornf>lete legal description; 2. The use section must clearly indicate whether this is a residence or commercjal' roject; 3, MAXIMUM number of bedrooms or commercial use planned; 4. is this a new or rteplacernent system; 5. Complete the suinbility rating boxes. A SITE 1S SUITABLE FOR A HOLDING TARN; ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6; PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A s.parate sheet may be used it desired; 8. Make sure,your benchmark and vertical elevation reference point are clearly shown,and are permanent; S. Complete all appropriate boxes as to dates, names,addresses,flood plain data, percolation test exemp- tion,if appropriate; 10. if t'Te information (such as Hood plain,elevation) dons riot apply, glace N.A.in the appropriate;box; 11. Sign the form and place your current addre;s and your certification number; 12. Make legible copi es and distrihut:e as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ,� r ABBREVIATIONS FOR.CERTIFIED SOIL TESTERS Soil Separates;aid Textures Other Symbols st - Stoll", (over 10") 8R — Bedrock ccaia Co Ili e; i3- 10 SS — Sandstone: clr — Gi aveel (under 3") i_.S - Limestone S' - Sand 1-1GVAJ - High Grrttmdwatur (;s C r=.'�=Sand Perc - Per€.)anon Rate riled — FI ell mY,Sa3°ad _ 4 rr? Sand 131,lst Tlsr iding is -- Loamy Sand That', sl — Sar;dy Loam — Less Therm; gilt Loam B; _ Ei;,c'r; Silt sci _ Sirie:iy ("'lay Loans R R<�d ilt�z Cfla� y Loa a—n n ra( - N1l)it!es St: dandy Clair Silty Clay, ,� la f {e,,; fine, feint c _ Clay �;t; - e;c3r, r.a.:3rr sr�areer 1't -_r Pe at rrTnr — 1\1..iiy, medium � rn ._ .I'viuc;k d distinct i �h IfV L — H jh level, ` Six geed ra! soil tex*.titres surface; water f r liclz,;tii cti,astf disposal iM -- Bench Isaric VRP Vertical Reference Point TO THE OWNER. )r,I s coII test rt;nor t is t h,r fi,'st step ill securinrp 3 sanitary f;et m t. The county or the Department may request w0r;`-ca;izt., V this soil lest in Ole f==air) prior to peimit .ssuance;. A complete set of plans for the private el s�„f tai -Wld a ter nit applicat:"m nlust he submitted te,a the. apiliopriate loc&I authority in order to mil, a >,or ;,=t, hies sae "li v rserrnii mum €e E,Frt.,t,ieel and hosted prior to *,be start of any const_ruCtion. l a f PAGE QF PUMP CHAMBER CKOS5 SECTION AND SPECIFICA110NS VENT CAP 4"C.I. VENT PIPE WEATHER PROOF APPKOVED LOCKING 25' > FRCM OLGR, JUMCTION 80X MANHOLE COVER — WINDOW OR FRESH 12"MIU. AM INTAKE I -- GRADE `1"MIN. 18"MIN. COIJDUIT �1 ------ wLE:T PROVIDE I _-__-- AIRTIGHT SEAL I ( APVkQVLU JOINT A I JOWT: W/C.t. PIPE III w/C_I. PIPE EX'TENDIMG 3' _ I II ALARM EXTEUDIIJG 3' ONTO SOLID SGII- 8 I II ONTO SOLID SOIL 85.o I I C I ON i I PUMP —� � OFF D CONCRETE bLOCK RISER EXIT PERMITTED C)"Ly IF TANK MAUUFACTURF K HAS SUCH APPROVAL SPECIFICATIQMS --PTIC AWE) (�/� 1 L 7 )SE TANKS MAAJUFACTURER:y—J_ k L.XStCrr) ?lit kS l MUMHEK OF DOSES:�J PER DAy TAWK NILE : / 5O _ GALLONS DOSE VOLUME: f.,ALLO"S ALARM MALJUFACTUKE.k: _ CAPACITIES: A=. 30_IQCHES OR Q/'DGALLOkJS MOUEL AIUtAbER: S � 14 ( 8=�-1NCHE5OR �L•78GALLOk15 SWITCH TYPE: C= /Zv INCHES OR /(,0,7IGALLONS PLIMI, MAIJUFAC i URE K: C) D D= , IIJCHES OK �/,� 7� .LSe1L_ GALLON S MOL,f L NUMBLK'. 3 S NOl E. i uMP AtvU ALARM ARE TO BE SWITCH TY M PE: � -CA Eu2Q, IUSTALLED OW SEPARATE CIRCUITS PUMP DISCHARGL RATE �GPM VERTICAL DIFFERENCE bV-rWEEU PUMP OFF AMD DISTRIBUTION PIPE_ _L_ FLEI- + MINIMUM NETWORK SUPPLY PRE SSURE , , , , , , , , , 2.5 FEET ♦ - 4 0 FEET OF FORCE MAIN X ! FYo fr.FKICTIOnI FACTOR.. •(01 FEET "— TOTAL DYNAMIC HEAD = 'L FEET IIJTERIJAL DIMEwsloA1S OF TANK: LENGTH ;WIDTH DEPTH I i �j � I Jj � I 9-7 ' 8.17 9 k 88 - :33 - 44,,�� a � 83 I MA 0Q.0 ,•• r _ (83.0) _ -75_ __ 3,75 i 68 — — 25 3 0 x • �o O ` 1 4 +i 9� 3 1 s z 1117 R Page uv Per loral ecl Pipe Detail Ll'a View Eno Cop)) Pvc Pipe . '40A, it�L;e Holes Located On boligm, Are Equoiiy Spacea > �P VC F orce Main From Pump PVC Manifold Pipe Alternate Position Of 0,0(lb Ullon r --, Force Main From Pump Pipe L060 Hole Should Eits Next To End Cap End Cup Diulribuncin Pipe Layout P -7) R S zt X Y Signed: Hole Diameter Inch Lateral I Inch(es) License Number: Manifold = Inches Date: Force Main Inches Straw, Marsh Hay, Or Synthetic Covering Distribution Pipe Medium Sand ' G Topsoil _ F _.I 3 E D % Slope Bed Of 2"- 2 12 Force Main Plowed Aggregate From Pump Layer D Cross Section Of A Mound System Using E 1.3 • A Bed For The Absorption Area F 7S G 1 ,0 A _ Ft. H I.5 Signed: B �_ Ft. License Number: I I ,Z Ft. Date: J _9 Ft. K I_O_ Ft. Alternate Position L b8 Ft. of --- Force Main W ��_ Ft. L d Observation Pipe-- , �---- 8 — — - — K AL-------------- ------- ---------- -----------I L----- ----------- --------------------- .I Force Main W ° —�_._— __ _— __ From Pump �,DistributiQn Bed Of 2 – 2 2 Pipe Aggregate I Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area OPTIONAL WORKSHEET 1. MOUND SYSTEM I1. IN-GROUND PRESSURE SYSTEM-Continued. 1. Wastewater Load,Total Daily Flow= gal. 10. Force Main: Use section H 63.15 (3)(c),Wis. Minimum Dosing Rate= gpm. Adm.Code and PROVIDE A DETAILED Diameter= in. LIST OF SIZING ON PLANS. 11, Total Dynamic Head: 2. Depth to Limiting Factor= ft. System Head= 2.5 ft. 3. Landslope= % Vertical Lift= ft. 4. Distance from Dose Chamber to Friction Loss= ft. Distribution System= ft. TUFT= ft. 5. Elevation Difference Between 4 12. Pump Selection: C Pump.and Distribution System= ! ft. Pump will discharge at least ✓ / gpm 6. Absorption Area Suing: at 13- /I fl.total dynamic head./ ,�, //�i Area Required= sq.ft. Pump model and m nufacturer: GCs i�.j Bed or Trench Length(B) ft. Bed or Trench Width(A)= ft. 13. Dose Volume: 3 g Trench Spacing(C)= ft. 10 Times Void Volume of 7. Mound Height: f Distribution Lines= gal. Fill Depth(D)_ ft. Dally Wastewater Volume+ Fill Depth Downslope(E) ft. 4 Doses In 24 hrs. gal. Bed or Trench Depth(F) ft. Backflow= gal. Cap and Topsoil Depth(G)= I-a ft. Minimum Dos= gal. Cap and Topsoil Depth(H)= ft. 14. Dos Chamber: 8. Mound Length: Volume= 5 gal. End Slope(K)_ - 1-0 ft. Total Mound Length(L)= 67� ft. ill. CONVENTIONAL PRIVATE SEWAGE SYSTEM 9. Mound Width: 1. Wastewater Load,Total Daily Flow= gat. 0 Upslope Correction Factor= Use section H 63.15 (3) (c),Wis. Upslope Width(J)= ft. Adm.Code and PROVIDE DETAILED Downslope Correction Factor= LIST OF SIZING ON PLANS. Downslope Width(1)= ft. 2. Required Septic Tank Capacity= gal. Total Mound Width(W)= ft. 3. Percolation Rate= min./in. 10. Basal Area: 4. Absorption Area Sizing: Infiltrative Capacity of Refer to Table 2 in chapter H 63 Natural Soil= gal./sq.ft./day and PROVIDE A DETAILED LIST OF Basal Area Required= sq.ft. SIZING ON PLANS. Basal Area Available= sq.ft. Required Area= sq.ft. 11. If Standard Tables from Chapter Length= ft. H 63 are Used,Indicate Table No. 9_7 Width= ft. 12. For the Distribution Network,Use Numbers 5.14 In Section II. Number of Trenches= Trench Spacing= ft. I1. IN-GROUND PRESSURE SYSTEM 5. Distribution System: 1. Depth to Limiting Factor= ft. Lateral Length= ft. 2. Landslope= % Number of Laterals= 3. Percolation Rate= min./in. Lateral Spacing= In. 4. Proposed System Elevation= ft. Distance from Sidewall to Pipe= in. 5. Wastewater Load,Total Daily Flow: O gal. System Elevation= ft. Use section H 63.15 (3) (c),Wis. Adm.Code and PROVIDE A DETAILED IV. SYSTEM-IN-FILL LIST OF SIZING ON PLANS. Fill in All Items from Section Ili X60 0 Required Septic Tank Capacity= gal. 6. Absorption Area Sizing: V. SEPTIC TANK �7 Percolation Rate= min./in. 1. Capacity= gat. Area Required= 7 sq.ft. 2. Manufacturer: System Length= ft. 3. Show Site Constructed Tank Details on Plan System Width= ft, 7. Distribution Pipe Sizing: ` / VI. DOSING TANK Hole Size= in. 1. Capacity= gal. Hole Spacing ft. 2. Manufacturer: Lateral Length Z- It. :1. Pump Manufacturer: Ldlefal Slit in. 4. Pump Model: Lalel-A Spacing 1'1. S. Operating Head= ft. Uislauce 11.41111 Sillcwall'to Pipc in. 0. Flow Rate= gpm. 8. Ulstribullon Pipe Disch.nKe R,11e: 7. Show Site Constructed Tank Details on Plans Nwnher 411 Mules Ile, Pipe low 1101 Pipc gpm. VII. HOLUING'l ANK 4. Manilold Sizing: 1. Capacity= gal. 1 ype(cuntet ur unit) 2. Manufacturer: Length= ft. 3. Show Site Constructed Tank Details on Plans Diameter= In -SHOW ALL INFORMATION ON PLANS- O L Kerry Lich+ Jo S►o,►,eo o �J1 L ,i 5o QoM�`Qbtr S t., V', rt�� Yq �ha Icy' Sw 3i T-250 8170 N 1 dc:5�•► �� c,��e NIL 9� -3 g� 31 `N 9�� �P',c.T H„ M . y Straw, Marsh Hay, Or Synthetic Covering Distribution Pipe Medium Sand G Topsoil F E �� D 3 � b % Slope Bed Of 2M– 2 %2 Force Main Plowed Aggregate From Pump Layer D Cross Section Of A Mound System Using E 1.3 A Bed For The Absorption Area F 7S G 1 ,0 A Ft. H I.5 Signed: B – Ft. License Number: I IZ, Ft. Date: J 9_ Ft. K 10 Ft. Alternate Position L 65 Ft. of Force Main W 9LC Ft. — — L Observation Pipe--,,,, -- K A (• -- ----------------- ---------------- -+I Force Main ° — ------- --- _-- From Pump Distribution Bed Of Pipe Aggregate I Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area Page_ Of_ Perforated Pipe Detail 0 End View, )Perforated End Cop a�\0 PVC Pipe a<N rG Q},s� Holes Located On Bottom, S Are Equally Spaced S P • �! PVC Force Main 0 * From Pump .7 Q PVC Manifold Pipe Distribution Alternate Position Of Pipe Force Main From Pump Last Hole Should Be Neat To End Cap End Cap Distribution Pipe Layout P 3 R Lo S 3 X �t Y IR Signed: Hole Diameter Inch Lateral 1 Inch(es) License Number: Manifold Z Inches Date: Force Main 3 Inches , r ✓ � , , rack ___- _ PUMp L HA M b L ' VLKI/ CAV JAIKTli.H-r �LAL JA PUMP TOTAL UtWAMIL HLAL) l' ELI " 1 / 3 . 3� ,� ,�r-,, / 107LA Bulletin CUM r July 8, 1983 • For Homes • • Farms ...s_�.. • Trailer courts Model 3885 • Motels (Supersedes Model 3870) • Schools ,:> • ` . _ • Hospitals Submersible Industry EBluentPu" Effluent Pumps • • Effluent Systems anywhere effluent or drainage must be 11 disposed of quickly, quietly and efficiently. I. j I 111- ::i i,..0 ali. Heavy-Duty Solids Handling � j` t �� �, �;:I� A. 1"I I,; Dependable Capability to 3/4" �``' �� /- 1/3, 1/2 H.P. 60 Hz �I ,,��,� �• l gr,,l,i�• 1 tt..i..0 iy il�y Single Phase 115, 230 Volt. s i11 i 1 i 1/2, 3/4, 1, 11/2 H.P. 60 Hz tti lu.Jli p., 1 .I , Single Phase 230 Volt. Three Phase 208-230, 460 Volt. d .unujc� 7,1 Ir:,r,f.0 l. i ::�. .n L'� '•I i..II - ub. III.,ul jn .--.liui ✓villi�iiil uii.,l 1. n .,�:1 80 11^ 1ltruc!'I:n U.�u:. E1S t' MODE. 3$85 Ii.0 �„Ij . I �� .i: �.�n.:u 1 j. W 70 _ RPM 174 3449 ll,11 - - - �' L A! r "" ' VV ,ny 4 60 i 50 U ft ,Q 40 >_ WE03 ":^ �• li'�.0 i •I l.L;., I, I III' 0 30 a �n �i AV O 20 ?v x, SPECIFICATIONS ARE SUBJECT TO CHANGE 10 a, .t. WITHOUT NOTICE . � 8' • e � 0 0 10 20 30 40 50 60 70 80 90 1.00 110 120 [b GOULDS PUMPS. INC. GALLONS PER MINUTE SENECA FALLS NEW YORK 13148 DEPARTMENT OF INDUSTRY, REPORT ON SOIL BORINGS AND SAFETY $, BUILDINGS HUMAN R PERCOLATION TESTS (115) DIVISION 7969 HUMAN RELATIONS P.O. BOX 7969 _ (H63.09(1) & Chapter 145.045) MADISON,WI 53707 LOCATION: SECTION:' WNSF{ /MUNICIPA 1 Y- OT NO.:BLK.NO.: SUBDIVISION NAME: S /Nly �/TaN/R )�E for W e� COUNTY: O N T)YER'S NAME - MAILI ADOR a , USE -- -- ' /l y��/' L DATES 013SERVATIONS MADE K� NO,DLDFtNtS.: 'OMM1=k(T/�C_U�S�`FaIPTION: —_--`_"---'-.---- �/VResidence � r�b� R - -�'— t/Js New CIReplace T15Ti�S: rrf STS RATING:S=Site suitable for system U=Site unsuitable for system f:ONVENT"ION/�L MOUND: TIN SYSTEM-IN-FILL OLDING TANK: RECOMMENDED YSTEM:loptionall T — S ®U- -��—s U 1 ®u�s ©u I CJs MU If Percolation Tests are NOT required DESIGN RATE under s.H63.o9(5)(b) indicate� If any portion of the tested area is in the ---- tL�I Floodplain, indicate Floodplam elevation: Nlq _ PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GR UNDWl1TER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER pFPTH IN. ELEVATION OBSERVED F:ST. HIGFIE�T TO BEDROCK IF ODSERVFD (SEE ABBRV.ON BACK.) OU --Jr,OU ---- -- ---- � --��------- — ---- � sew B-Op fo_b C_ S,DO � f rK S ?` of re e T Q� )'�/ _ _— --- B- ebe•me B- ate. q r ; wq o b s ery e // 7L — PERCOLATION TESTS fFST DEPTFt WATFH IN HOLE- TFST 'TIME NUMBER INCHES AFTEFTSWGI_LING INTERVAL-MIN. DROP IN WAFER 1 EVEL INCHES RATE MINUTES _. _ _ --- P�Fat ) tEni0-. PER INCH - -- _� o _ v -- a_o o - P PLOT PLAN: Show locations of percotation tests, soil borings and the dimensions of surtabl. soil areas. Indicate scale or distances. Describe what are the hnri -onial and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and portent of land slope. SYSTEM ELEVATION 5,n� 3p ke c�,A ireJ 46 ;n av" 'f �,�--- I � t'v'� 7 d e o M fore p6les rdjr o� WCJ oD t a F f woods •= Pere. Ho!Hs k d /, d` ref rk'v, �o0' spI N w; T`i re fro P6 �,Y E Corner of 1/oin oq� om /Y. . TN • P3 s' � D � PI 63 • gl X k x X, 'K K h k x >t k X pole in D;re h I, the undersigned, hereby certify that the soil tests reporterQq,jj� s Administrative Code,and that the data recorded and the location of the tests re co�'ctl'toI he best cof rmytknowledge andrbeliPt methods specified in the Wisconsin NAMF (print) ----- — //Fy,nn c /� F__TS WERE COMPLETED ON: ADPit S ����� 1 v TIFICAT� NUMBER: PHt � DERloptinnall:C7 r4 S S , TURF: DISTRIBt)TION Qi i��in.il a,ir1 i .nl>V Iii I nt al A,,iho, IV,P, y O,dnri ;mil Soil Trtil"� i;il HR,�RD r"t'i!S tN, U"?/F321 f WORKSHEET - PRESSURE DISTRIBUTION NETWORK DESIGN PROBLEM eFr ign a pressure distribution network for a bedroom home. The site characterisitics are : Depth of groundwater or bedrock in. Landslope q Percolation rate min./in . Distance from dose chamber to distribution system ft . Elevation difference between pump and distribution system ft . Step 1 . ESTIMATE WASTEWATER LOAD Step 2, SIZE THE ABSORPTION AREA A) Area required 375 R) Select length C) Width is k 1 -c� D) I will use a w manifold. Step 3. SIZE DISTRIBUTION PIPES A) Hole size I will use is in. B) Hole spacing I will use is 3 (o ' in. C) Lateral length is 'Z 3 ' ft. D) Lateral size in. Step 4. DISTRIBUTION PIPE DISCHARGE RATE '1t3 � 1 � Step 5. SIZE MANIFOLD i A) Manifold length ft. B) Number of- distribution pipes = C) Manifold diameter Z in. ..r - I Step 6. SIZE THE FORCE MAIN X5 A) System discharge rate 59 B) Force main diameter 3 C) Friction loss will be . (og ft./100 ft. Step 7. TOTAL DYNAMIC HEAD A) Vertical lift D ft. B) Friction loss ft. 3 „ C) TDH = —i = -- ft. Step R. SELECT A PUMP / - d 23 Step 9. DOSE CHAMBER SIZE 55 t ( , v2 3 Xy) -7 5v /1,00 Step 10. DOSE VOLUME DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY&BUILDING 11�!ABOR&HUMAN RELATIONS DIVISION P.O.BOX 7969 ON-SITE SEWAGE SYSTEMS OFFICE OF DIVISION CODES&APPLICATION DISONt+WI 53787 N[ ,, Sec. �1,T28—R17 (ifassgnedD.Number: Town of Pleasant V e�yy ❑ CONVENTIONAL ❑ ALTERATIVE Count M Bolding Tank ❑ In-Ground Pressure ❑ Mound NAME O PERMIT HOLDER: ADDRESS OF PERMIT HOLDER: INSPECTION ehr Licht Rt. 2 Box 101 River Falls WI 54022 BENCH MARK(Permanent reference point)DESCRIBE IF DIFFERENT FROM PLAN: REF.PT.ELEV.: CST REF.PT.ELEV.: Name of Plumber: MP/MPRSW No.: County: Sanitary Permit Number: . Henry Nechville 3250 St. Croix 135380 SEPTIC TANK/HOLDING TANK: MANUFACTURER: LIQUID CAPACITY TANK INLET ELEV. TANK OUTLET ELEV.: WARNING LABEL LOCKING COVER PROVIDED: PROVIDED, !�✓ ,Z v0 s� �� 9 YES E-1 NO ED YES' EJ NO BEDDING: VENT DIA.: VENT MATL.: HIGH WATER NUMBER OF ROAD: PROPERTY WELL: BUILDING:I VENT TO FRESH ALARM: FEET FROM d,V / LIN>a AIR INLET: ❑YES ❑NO ❑YES ❑NO NEAREST--► J'�7 DOSING CHAMBER: MANUFACTURER: BEDDING: LIQUID CAPACITY: PUMP MODEL: PUMP/SIPHON MANUFACTURER: WARNING LABEL LOCKING COVER PROVIDED: PROVDED: t,/U141 El YES &NO 000 /3 7 Zo el//" I ®YES ❑NO ['YES ❑NO GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL: NUMBER OF PROPERTY WELL: I BUILDING: VENT TO FRESH (DIFFERENCE BETWEEN FEET FROM LINE: AIR INLET: ry PUMP ON AND OFF YES ❑NO NEAREST—� SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing FORCE LENGTH: DIAMETER: MATERIAL AND;AUG: or excavation. (If soil can be rolled into a wire,construction shall cease until MAIN 1 �/ the soil is dry enough to continue.) CONVENTIONAL SYSTEM: BED/TRENCH WIDTH: LENGTH: NO.OF DISTR.PIPE SPACING: COVER INSIDE DIA.: 0 PITS: LIQUID TRENCHES: MATERIAL: PIT DEPTH: DIMENSIONS GRAVEL DEPTH FILL DEPTH DISTR.PIPE I DISTR.PIPE DISTR.PIPE MATERIAL: NO.DISTR. NUMBER OF PROPERTY WELL: BUILDING: VENT T FRESH BELOW PIPES: ABOVE COVER: ELEV.INLET: ELEV.END: PIPES: FEET FROM LINE: AIR INLET: NEAREST----100-1 MOUND SYSTEM: Mound site plowed perpendicular to Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM slope and furrows thrown unslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ❑YES ❑NO meets the criteria for medium sand. ELEVATIONS MEASURED. SOIL COVER TEXTURE: PERMANENT MARKERS: OBSERVATION WELLS; YES ❑NO YES ❑NO DEPTH OVER TRENCH/BED I DEPTH OVER TRENCH/BED DEPTHS OF TOPSOIL: SODDED: SEEDED: MULCHED: CENTER: EDGES: ❑YES NO YES ❑NO ES ❑NO PRESSURIZED DISTRIBUTION SYSTEM: BED/TRENCH WIDTH: LENGTH: NO.OF LATERAL SPACING: GRAVEL DEPTH BELOW PIPE: FILL DEPTH ABOVE COYER: / Q TRENCHES: / / DIMENSIONS (p (J�'/ MANIFOLD PUMP MANIFOLD DISTR.PIPE MANIFOLD MATERIAL: NO.DIST DISTR.PIPE DISTRIBUTION PIPE MATERIAL&MARKING: ELEVATION AND ELEV• s ELEV DIA.: ELEV• PIPES DIA.: /l J 15,90 $G,�� Z 959 �v / Z/ DISTRIBUTION HOLE SIZE: HOLE SPACING: DRILLED CORRECTLY: COVER MATERIAL: VERTICAL LIFT CORRESPONDS TO INFORMATION // APPROVED PLANS 7$ ❑YES ❑NO CUES ❑NO PERMANENT MARKERS: OBSERVATION WELLS: NUMBER OF PROPERTY WELL: BUILDING: COMMENTS: FEET FROM LINE: :p 7/ 70 f CI YES ❑NO1 YES ❑NO NEAREST /JD f Sketch System on in county file for audit. Reverse Side. SIGNATURE: TITLE: SBD-6710(R.06/88) OIL 0 SANITARY PERMIT APPLICATION COUNTY In accord with ILHR 83.05,Wis.Adm.Code ST TE SANITARY PERMIT# -Attach complete plans(to the county copy only)for the system,on paper not less than /3 8%x 11 inches in size. ❑ Check if revision to previous application —See reverse side for instructions for completing this application. STATE PLAN I.D.NUMBER I. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION. PROPERTY OW R / PROPERTY LOCATION iE" /- G �l 7 AJ 156, e-'/a, S T R6, N, R E(or PROPEBTY OWNER' �AILINt�DDRE ,� , � LOT# � // BLOCK# /l,/� AT2 CI STATE IIGG�rlZIP CODE PHONE NjUMBER SUBDIVISION NAME OiJR�—M NUMBER /(/ iz f a 7/ s=sue -171 A 11. TYPE OF BUILD71*or heck one) 1:1 State Owned CITY ILLAGE' NEAREST ROAD QF: 00 ❑ WW Public 2 Fam.Dwelling—#of bedrooms PA ELT AX NUM R( ) III. BUILDING USE: (If building type is public,check all that apply) 1 ❑ Apt/Condo J 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: (Checne in l ine A. Check line B if applicable) A) 1. ❑ New 2. acement 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# — Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pre;mound d Distribution Experimental Other 11 ❑ Seepage Bed 21 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1.GALLONS PER DAY 12.ABSORP.AREA 3.ABSORP.AREA 14. LOADING RATE 5. PERC.RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED(sq.ft.) PROPOSED(sq.ft.) (Gals/day/sq.ft.) (Min./inch) �r ELEVATION" �� _50--1 O /e AD �rS0 Feet Feet VII. TANK CAPACITY Site in a alIons Total ##of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or Holdina Tank Rm® t/ w_ Care Lift Pump Tank/Siphon Chamber 700 Vlll. RESPONSIBILITY STATEMENT I,the undersigned,assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name(Print): Plumber's Signature:(No Stamps) M PRSW No. Business Phone Number: Plumber's AUdress(Street,City,State,Zip Code): 4�7 hew k 6 s- r 7 yo IX. COUI -PART11,111FUT USE ONLY Disapproved nitary Permit Fee(Includes Groundwater ate Issued Issuing Agent Signature(No Stamps) pproved ❑ Owner Given Initial ^ /� Surcharge Fee) r� / 1617 &A� Adve a Determination Of"J X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398(formerly PIb-67)(R.11/88) DISTRIBUTION: Original to county,One Copy To:Safety&Buildings Division,Owner,Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the 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 tg installation. !.Jk 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a Licensed pumpej�.,wh�.never necessary, usally.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 & Building§ Division, 608-266-3815. T-V,pq�compWW and agQurate this sanilary p�rmit apphcjtion must include: { I. 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 in 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 in #1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Cbmplete 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. j Complete plans and specifications not smaller than 8% 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 curvy; pump model and pump manufacturer; D) cross section of the soil absorption system,if required by the county; E) soil test data on a 11571orm; and F) all sizing information. a N GROUNIDWA-Mll 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 groun'"ater,-grQund- water contamination investigations and establishment of standards. SBD4=8(R.11/88) APPLICATION FOR SANITARY PERMIT 8TC - 100 This application form is to be completed in full and signed by the owners) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. ----------------------------------------/--------------------------------------- Owner of property S G ` Location of property A 4t l/4 1/4, Section , T 12n Township Township l Mailing address _ _d�& I01 9j'%/-e-r �,// Address of site E-7--c 60A I O/ ' -W, �l/s. �r s'. �yG� ok_ Subdivision name Lot number Previous owner of property AZ)k_,g_ VJ, Total size of parcel Date parcel was created Are all corners and lot lines identifiable? _j�Yan No Is this property being developed for resale (spec house)? Yes No Volume _and Page Number —+a) as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which Includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER, and the SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. ------------------------------------------------------------------------------- PROPERTY OWNER CERTIFICATION I(We) certify that all statements on this form are true to the best of my (our) knowledge; that I (we) am (are) the owner(s) of the property described In this information form, by virtue of a warrant�des�^f recorded in the office of the County Register of Deeds as Document No. I. G -- J/ ; and that I (We) presently own the proposed site for the sewage disposal system (or I (we) have obtained an easement, to run with the above described property, for the construction of said system, and the same has been duly recorded in the Office of thy County Register of Deeds, as Document No. ) . q< q — Signature o wner Signature of Co-Owner (If Applicable) Date of Signature Date of Signature 77T-F 77:7 .+! ,. - -, < .. . ,.Kaf• ,•try,.nf•: ;:u waaM:�sk.n 'ARIDIP/M�i�ii1MM "'�+� t DOCUNM M& RATS 00 OF POP 365'731 � a&.&9P. f ,t ?NI s►�cc S �`, alCl1lONNi oa►tA Keay S Licht P�ersclnai A w�tadw of�1e 6TMM�I�'!C� Aw'd. for Ramd I* wit-claim.to KWa3t S_ t.tra►r day of �_�A.0. IJ 900 Ate,/11, Ne following described real&state in St 1 �Y County, t Stow of Wisconsin: at"A" to South Half of the Southeast ruslrter (S of SSJ .:.htirtyt(o , l I All of the Northeast Quarter (NFL and Fast Half of the Norttniaest Quartw f of 1%) of Section Thirty-one (31) 1own*dp .y-eight (28) North Fringe SePantelan (17) Meat, stlbject to Tax wY No. ' all easements, restrictia w and rights of May of r i m A. .a s, rr-1 N This _bostestead property. !is) (is not) , ` s Dated this 23rd -- -"Y of Oler (SEAL) A— Mal 9 . Paraaerl 11e�pe+Mafit+�titlle r (SEAL) (lBAW s AUTHENTICATION ACKNOWLEDGMENT r Signature-authenticated this. day of STATE OF WISCONSIN ----- --- .. 19 Pierce � County. Persun-illy ca before Ise, this .1'b,tistr Of nto Robert J. Richardson ,,�.��. ' ■/�ctQb i♦ 1979 the above aaoad TITLE: MEMBER STATE BAR OF WISCONSIN _ Kerry q• Light r, (I( not, _- authorized by '706.06, Wis. Stats.) � d►� A 1 This instrument was dratted by at RC) EW J RICNAIMS J to me known to he the person d>dre� �. • .. going inst m acknowled .s " Spring Vallee, Wi. 54767 t H. Paul Howat$ • ' •..,...., f4 (Signatures may be authenticated or acknowledged. Both Notary lublic County,Win. are not necessary.) My Commission is permanent. (if not, stale expiration ` date:. ---— May 115. QUIT CLAIIU DEED-STATL BAR OR WISCONSIN. YORK No. 3-I977 STC - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER r n ?Q ROUTE/BOX NUMBER /7 I °Z ®J�t / � L � f FIRE N0. DC CITY/STATE lac �� ,.�� - ZIP PROPERTY LOCATION: /w �1/4 1/9, Section T_n, R�_� Town of ��,� veL� , St. Croix County, Subdivision �l�� , Lot No. 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 SEPTIC TANK PUMPER. What you put into the system can affect the function of the septic tank as a y treatment stage in the waste disposal system. St. Croix County Residents MAY be eligible to receive a grant for a MAXIMUM of $3000 of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of ALL NEW SYSTEMS agree to keep their systems properly maintained. 1 The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. I/WE, the undersigned, have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin Department of Natural Resources. Certification form must be completed and returned to the St.Croix County Zoning Office within 30 days of the three year expiration date. SIGNED F �z DATE St. Croix County Zoning Office St. Croix County Courthouse 911 4th Street Hudson, WI 54016 (715) 386-4680 Sign, Date, and'Return to above address ,'� DEPARTMENT OF INDUSTRY REPORT ON SOIL BORINGS AND SAFETY&BUILDINGS LABOR AND P6 ' of 2 DIVISION HUMAN RELATIONS PERCOLATION TESTS 115 P.O. BOX 7969 (H63.09(1)&Chapter 145.045) MADISON,WI 53707, LOCATION: CO - A/ ON: TOWNSHlr'A Aµ^ crTY; OT NO.:BLK.Np,: SUBDIVISION NAME: cv V4 /T AIR 17 E(o )W `�115AS wT PAR&y prtle o f 310 'jC'4 -FA COUNTY: R'S 'S NAME: MAILIN ADDR SS: S� X k�RRy �iGk�- Roy ( 115" N�� Rox )ol niuEn Fit/ls C.c1ts SyoZZ USE DATES OBSERVATIONS MADE NO.BEDRMS,: COMMER�AL E SCRIPTION: PROFILE Residence / A, ❑New Replace p� f S rV ' /c_ cG /a� i9-PRial 7- RATING:S=Site suitable for sygtem U=Site unsuitable for system I^Q V-i ?"Y DV J/?E 4"11 e � fee ONVENTIONAI_: MOUND: IN_ -GROUNDPRESSURE: S STEM-I((N---�FILLHOLDING TANK:RECOMMENDEDSYSTEM:(optional) Zt- ❑S �U QS ❑U ❑S ©U ❑S hJU ❑S ®U /l'10U.uv D,vLy— per ro.0 If Percolation Tests are NOT required DESIGN RATE: TO under s.H63.09(5)(b),indicate: [F71oodplain,ny portion of the tested area is in the .r indicate Floodplain elevation: PROFILE DESCRIPRTIONS /N if Z i.iry L y14 BORING TOTAL P H TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED_ ES IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.1 o ' f QA3 (PL4-) e- 7, , s �,� as. . ) ��- io�k y u Z / / S I der. 012- -- a 51 w f dG, Co•,.YOv B- It cQi's�lNCt D,e-fy -*6 7(S .fir G�. S u2�TED uDDl�v k 21 B-2- 7Dr 97-17-50 r ✓ OA.5 40 D 0 r Mo se ' e, . Srl� /. o ' N 4,. I to cAcy E 0- Qa. (31ocK x SI l,S B- 1.5 f E.kE-V TED S.S hoGv y R. A of s A-ta• SS ' y B- 'D s' . a p - y - h0'tsJ- S�f?v+?�Q A71 S'ad i , r �! 7.�¢Z/ �� f r R.q.R. .P,3 `P,f-Qa. 4*1 s7 3' �• Pocky B- O Moi 5 /,Co 13/0 ck Si3� I• ` Of"'Je- fx4y .Yofy/�D"` S fkxC, TF57- po,t') ¢ ff' S • PERCOLATION TESTS H,4Ny 'k-9d• °Q-fy. DI'srijct ,bats TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RAPER INCH ES NUMBER INCHES AFTERSWELLING INTERVAL-MIN, p Dt P R P- P. ! 20 P-- P P- _ SuRf vis1)- of 12cS PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and peerrccen of land slope. s s Nv _ wsA`� SYSTEM ELEVATION _ L Z f+ Z> �. y� I t 1 I . i l - - TN r r i I,the undersigned,hereby certify that the soil tests /rteb n 4 rm were made by me in accord with the procedures and methods specified in the Wisconsin 4dministrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. VAME(print): HOMESITE TESTS WERE COMPLETED 655 O'NEIL RD.,HUDSON,WIS.54016 J e D ' � OV O 4DDRESS: / 8 WIS.MASTER PLUMBER LIC.NO.3307 CERTIFICATION NUMBER: PHONE NUMBER(optional " IGNER LIC.N0.00663 �/P�— 3,PG �/� CST SIGN� : k 11STRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester. )ILHR-SBD-6395 (R.02/82) —OVER — - t1- I (Yi ew•oN'on U3NJIS3Q I OnV1SNI N,116 vvwn coee•oN•on MEMMd d31SVw'Sw 1HOlaeln 1N3eow 909 SIM NOSOH Od 113N,0 959 owk�L e .00 �f s• JNISVInId OUM 311S3KC,; , 0 -00/ sl ie/ �oyy�yd • • roij>rn-'/3 3v/(. „ J0 d O.L =A 2s 1d •�3� •.1�lan • a�lsts ' 9l✓�e�o/�d��[16 £ j0 I f P i o ►OS I 1 � -.Roo.) 40a5 r' p -04w q+y3 .K000, J. v.;.t d a5 9c'uS.►r.4 O 066 :li-Il0a od Oro S wo0da- -r i w (` 0,fl-VOlvnU,4 n0 3D oE. _vmQN WdV-j ,oby,7t L -- � - -- - - -- - - - --- va�IH a3s'odoaid sc n ---- ��,�s�y3 sld90 — X75 i Z , 7d 10-1d I .L .H . R. 83 . 08 (2) PROJECT INDEX SHEET Owner: �EiP�C'y 41i GA7 7/S — 11S- 53 r,.3 Address : 'R,T• Z - 'B OX /0 PiOEP f`'1I1S, 60 1 S . S40 2 Z Site Location : PIRT of 310 /lei2 V41ky F^R(kl oF% . 5-�c- 3 ( TZg,� R 17 Tower of �Its��7' Project Description : U4Ifey C(?-01 x Cp0,3T)( 144 'XiST/A)G-- llpAlE" ,;2- A,v 1VM r ' 3 � l ( �s D1P - �v /90 O Ep I A-T'r 4 c G,e D -41,q, PSG 1.1 c--,o 1�(Ly A u6-e -6-� +0 `i'�� K1'STi c7 G- CD�l�F� :ov�L SySf ,�j /S '-Ar'fiG/,v G- S Gib /f7- �� Pos o pLgc �,vE f- �16 R 4t-' Q v i R E- D E _r",E Tl o a FOP- M orb i.Fr Cn 7,-0 1. 4vPRo0AL P -A-a-C or- 540D iS p20pO4Eo 3 A LoA3G- IV714(060 /4 ,S poSS1818: Xo u AJ D Page 1 . PLOT PLAN VIEWS Page 2. MOUND CROSS SECTION & SYSTEM PLAN VIEWS Page 3 . PIPE LATERAL LAYOU Page 4. DOSING CHAMBER CROSS SECTION Page 5 . PUMP PERFROMANCE SPECS SEP 11 1989 PLUMBER : 889 ' x2429 DATE : ��P SITE EVALUATER/ DESIGMER SIGNATURE HOMESn SEPTIC PLUMBING CO. 6b50'NEIROBERTULBRRING,HTTScST x!YF7 WIS.MASTER PLUMBER LIC,NO.3307 M.P.R.S. MILAN.?NSTALLER d DESIGNER LIC.NO.M3 i I° o ++ m � rt 0 N L r'!Tfi' r� r n O t�: r u ",,' . C °S PA ro `G rA r 1 s VI �uJ to � s "ti 1 °ar t r ir , i 1 T ; DEPARTtmENIT G r e :r.----- Lik UORRESPONDENCE 1 I t ' - I _ ' c _ • ti E eta) rso i I I Yo � I o � ,. � ✓ D� n' o o � b 70 �� � � -► � O r • N ; 7a N c�0 bd p a c - - 70 '� I ` a00 8 " ; L SEP 11 1989 2 ,'C � W � G � trio � ,y �b .► ,. � ' ` £ o Page of Straw, Marsh Hay, Or Synthetic Covering !q Distribution Pipe €` Medium Sand ?' To soil P —J - F E q. . 3 e �? -� !f % Slope ' Bed Of 2M– 2 %2 Force Main Plowed Aggregate Layer D J'.' Ft. Cross Section Of A Mound System Using E 2 -0 Ft. A Bed For The Absorption Area F . 75 Ft. G / Ft. A Ft. H S Ft. Signed: B 8 Ft. License Number: K /h Ft. Date: L /(� _ Ft. J &7 Ft. T / _ Ft. _ w 30 Ft. fa Observation Pipe K _. Force Main �•-----T-------------------------- ------------•I Distribution Bed Of 2 2 2» Pipe Aggregate Observation Pipe Permanent Markers 'Ile 01ps Plan View Of Mound Using A Bed For The Absorption Area r. 'L Cd v 4 SEP 111 1989 r Yo rP Uo/U•�rE �o� ��D Ft, o` j � G � �1 c:.!i IL i.i... s"e♦ ..s 4.• .. �a._ilti Page _. Of-� DEPA i i . , RRA110130 • iti �::� i, i:riti a e � tr:t;i_L. .;wi Perforated Pipe 0 ' -E00PAMPONDENCE i End View r Perforated End Cop) \e�� PVC Pipe Holes Located On Bottom, Are Equally Spaced /? le PVC Force Main Q PVC j Manifold Pipe Distribution e Pipe Lost Hole Should Be Next To End Cop i End Cap Distribution Pipe Layout P y�Ft. ` R U FrI S X InChP.s Y 3�e Inches II� r I Signed Hole Diameter �f/ Inch Lateral Inches) License Number: Manifold Z- Inches Date: Force Main 3 Inches # of holes/pipe // Invert Elevation of Laterals/0/'QFt. 7-oPs • ,�/STiPi/jp ?�/D.� iSG�f}'�P6E ��TE / �P�� f.eorr Or/'!; - 27 /Zr 4'� /'1i�GY�, 7� /'tf11) /'l'P• 2�,r'G` �y-�2— IPit`¢��,p�5 f./7q/.h)a 889 02429 /s,"OT,1 1 9j • _•. 70,fg� .!�%S TiC'i,8 vTiD.J ��S G����� �f'�-7� �t�� -_✓�►�;�Ti,�O.P�� i y { PAGE OF ' PUMP CHAMBER CROSS SECTION AIVD SPECIFICATIONS VENT CAP 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING JUNCTION BOX MAWHOLE COVER 25' FROM DOOR, 12"MIN. w/4VVOW(,,—IA; l WINDOW OR FRESH AIR INTAKE SRAD� ���v�t7ioN GRADE s I 'i°mill l� r � yq. (P0 COIJDUIT -- ----_---- a 5o PROVIDE I 1 INLET AIRTIGHT SEAL 1 r �NvwRr —7 APPROVED JOINT A I III APPROVED JOINTS W/C.I. PIPE W/C.I. PIPE M �Q7' QQ ' U I III EXTENDING $' EXTENDING 3' (f ALARM ONTO SOLID SOIL OWTO $OLID SOIL B � , ��►J Sl lea ( I . i I ESA i i ON C ELEV. FT PUMP-� --� OFF ' rr 4A K I I r CONCRETE BLOCK lE�>fi f ion �j :SS RISER EXIT PERMITCED OIJL'J IF TANK MANUFACTURER HAS SUCH APPROVAL SEPTIC E SPECIFI'CATIC)IQIS DOSE LIC KS CoA,.'GPe-Tc- ' TANKS MAWUFACTUREK: PR op"C775 (DUMBER OF DOSES: PER DAU TANK SIZE: n o 0 GALLOWS DOSE VOLUME ALARM MAIJUFACTURER: LLEUE L �M INCL DIWG 6 CKPLOW: o /l GALLONS MODEL NUMBER: I' �` l" CAPACITIES: A- 22 INCHES OR Zoo GALLONS M�Qc v p-Z Fla,j T g a INCHES OR —..._`GALLONS SWITCH TYPE: R: O �C�EI�E/�.- Ca.L_INCHES OR 1 � GALLOWS PUMP MANUFACTURE ' Q MODEL NUMBER: �?' 7 Y1 H P I �S V D= �O INCHES OR /° GALLONS SWITCH TYPE: 'P1(r6X RACK Mclf)a QY 117-5 NOTE: PUMP AND ALARM ARE TO DE MINIMUM DISCHARGE RAfE�GPM INSTALLED ON SEPARATE CIRCUITS ' VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. S FEET "rAA�k Sr�GS ♦ MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2-.-:-5 - FLET P tt- � ♦ �� FEET OF FORCE MAIN X•5�_F oFGFRtCT1oN FACTOR.. FEET �40A'S TOTAL DYNAMIC. HEAD = AL 3 FEET. I INTERNAL DIMENSIONS OF TANK: LENGTH ;WIDTH -- LIQUID DEPTH ! i 516NED: LICEWSE HUMBER: DATE: cm IJ89 1 r SLE Q ir°it e HEADI W W 115 CAPACITY 110 32 105 CURVE �° 100 95 28 90 45 EFFLUENT 24 80 MODEL and Q 75 MODEL 189 DEWATERING = 70 165 V 20 a ' Z le --Go- 55- l 18 MODEL O 183 MODEL �I 1- 14 45 188 �I 12 35 10 MODEL 8 30 137,_139. ,. =MODEL SEWAGE and 25 DEWATERING B 20 FI- MODEL 15 MODEL 161 4 7 W 10 MODEL W LL ( 2 5 53,55, - M 57,59 0 GALLONS 10 20 30 40 50 80 70 80.190 100 110 24 75 LITERS 0 80 ISO 240 320 400 22 20 70 FLOW PER MINUTE i � MODEL Q 285 W 55 = 18 i Q14 46 MODEL- p. 12 40- 294 _ Q MODEL 1- 10 293 O MODEL 284 e 25 MODEL 3 � 8 20- 282 15 4 l0 MODEL ZffZLEIQ' 2 5 287,268 0 ' 3280 Oa Milers Lane GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 130 140 15P 160 1i0 180 190 P.O. Box 18347 Loulsv/lle,Kentucky 4WIC LITERS 0 80 160 240 320 400 480 560 640 720 (W2) 778-2 Ml ' FLOW PER MINUTE i "137" Cast Iran Series 139" Bronze Ser7es HEAD CAPACITY i UNITSIMIN Feet Meters Gal. Ltrs. 5 1.52 104 394 e Automatic or Non-Automatic. 10 3.04 79 900 e '/2 H.P., 1 Ph., 115V,200-208V or 230V. 15 1 4.57 64 242 • i. 20 6.10 36 136 /r H.P Ph. 2 208V or 230V. 3 00 e Non-clogging vortex impeller design. 25 7.62 6 90. Lock Valve: 28' • Passes 5/6 inch solids(sphere). e 1112"NPT discharge. Canadiansunoards e Float operated, submersible (Nema 6) mach, ` � listed SCE Assoc Approval .. - apical switch. .. available e Automatic reset thermal overload protgQT F.1 1 1989 ,_i`. ' 137 Sari"SC-=S• Stainless steel screws, bolts, guard, handle and �►cJu 139 Series 88-1115 �J arm and seal assembly. N•„• 'Bronze motor and pump housing,switch NOTE No UL listing for?Ou-2WV/l Ph. case,base and impeller. pumps. Mercury float switches are available for non-automatic models. ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST.CROIX COUNTY COURTHOUSE ¢; 911 FOURTH STREET • HUDSON,W154016 (715)386-4680 September 5, 1989 Division of Safety and Buildings Bureau of Plumbing P. O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Kerry Licht property, located in the NW 1/4 of Section 31, T28N-R17W, Town of Pleasant Valley, St. Croix County revealed suitable soils at a depth of 1.6 feet, after which seasonal saturation was noted. This site should be suitable for a mound system. Should you have any questions regarding this subject, please feel free to contact this office. Siely, (711 Thomas C. Nelson Zoning Administrator State of Wisconsin \ Department of Industry, Labor and Human Relations SAFETY&BUILDINGS DIVISION 201 E.Washington Avenue P.O.Box 7969 Madison,Wisconsin 53707 Kerry Licht {'route 2, box "I i)1 (fiver f=alls, wi 5t;u Petition la(,. Of-er i`ir. Licht: I^;e: Kerry !.iciit - kesioerlce Onsito S6wage System !dirt,�l '2e, I Pleasant Valley, St. Croix COUnty, L Section 155,2+ ( 1 ) , Visccnsin Statutes, ano s, Lrik �:S.t (Z) (b) , Wisconsin Administrative Looe, a 1 l my the owner to Deti ti on tree ocoartment for a variance to the installation for an onsite sewaQe systam to reDlare an existing onsite setlage sv�t,el- at a site (; filch is not it: full compliance with the sitina d("' . standards in the admi ni stra*,i v , rule. Tfie systeni Gesi on DroDosed should Drotect tfe waters of the stat? from contamination. If this system oecomes a failing system or contaminates the waters of the state, '(:his variance shall be re.scirided. The Detit.ior; for a variance requested to s. ILlR 83.2 , ( 1 ) ((, of the r�is. Adr). Coati was ccrsi oe reGC on SPute giber '1 1 , 198S'. The r�r=,ti ti on h, is �)een aDDrOved. The rule reciuir'es a anound systerti Site' to wave a rninit)ow )i" i:4 inches of suitable natur�rl sril . The variance requested wjs to install a r—Diacer,r--r7t mound system on a site ` < with 18 inches of sultabl`e natural soil . 11111 of ti'le rata, and, stitelilflots sulmitt.ed on Leralt ut ira Petitioner ~were consi(lei,eil. i is variance is suecific to trlr_' su(;iect oetition and cannot be used for any raoditi(:.nal r!oaificati(1,r)s. `�*nee re l y, I C d f? i, . I z e t Ji rector, Office• of bi vi sf i'on Code:, anr., ADDlicatioHi / 01-106't "'t:G�3OIs !'Is':JQ,:4)GCG° L. cc: L=:ror ansk.y, Privat.,. SewaoF (,ons!Atar,t - 1istrict ; , C'Mopewd Falls I)Iocias I14'e I son. Zor)i ng /=`;rimi ni strator - Si. Croix Lour+ty lionesi r(- Seatic Pl ua•+bi na SBO-6928(R.10/87) State Of Wisconsin ` Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL SAFETY&BUILDINGS DIVISION office of Division Codes and Application 201 East Washington Avenue P.U. Box 7969 Madison, Wisconsin 53701 HOMESITE_ SEPTIC PLMG. Owner: KERRY LICHT BOX UL.BRICHT RT .2 655 O'NEIL RD, BOX 101 HUDSON, WI 54016 R1VLR FALLS, WI 54022 RE: Plan Number: S89-02429 Date Approved: September 13, 1989 Gallons Per Day: 600 Date Received: September 22, 1989 Project Name: LICHT, KERRY Location: RT. 2, BOX 101 Town of PLEASANT VALLEY-. . County: ST CROIX Fees Received (Priority Review) : 260.00 The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements . This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved' . This approval is contingent upon compliance with any stipulations shown on the plans . All items that are notes; must be corrected. All permits required by the city, village, township or county shall be obtained` prior to construction. The licensed plumber responsible for this installation shall keep one set of plant with the department 's approval stamp at the construction site. The installer shall notify the approprlate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires . The Section of Private Sewage has reviewed these plans for private sewage system' cude ;.. requi;rements only. Thsse"Iplans hAve ,not, been reviewed" tur the co a requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - REPLACEMENT PETITION - REPLACEMENT MOUND Inquiries concerniny this approval may be made by calling (608) 266-3931 . l I SBD-6423 (R.08/88) State of Wisconsin Department of Industry, Labor and Human Relations SAFETY&BUILDINGS DIVISION HOMESITE SEPTIC PLMG, Page 2 S rcer•ely, Ll �AMES QUINLAN Section of Private Sewage Division of Safety and Buildings PPPUT2/0009n/ 5 cc: KERRY LICOT _Private Sewage Consultant _County _UW-S:-)WMP __Plumbing Consultant -Owner Plumber Environmental Health i SBD-6423 (R.08/88)