Loading...
HomeMy WebLinkAbout040-1240-20-000 CD °o Q ~ o p rte; bq 0 4 0 op ~ r. co Co ,on N co a) r-- N O am O Lo U y N op C 3 V ~ (OM O 'O i x U ~ E O Co O V CL m p z 4 w~ ~ o, r 3 ~ O EcaoN-CC Y 1 0 O C O L O 0 N 40 U.L... L 00 x'004 p C O C_ C T, 2 N E '(6 O C N .C E N N N O O N c U. C N O co C E O U U 0 aYF- ac E U) 'a E 3 ~ I Z y 0) W C O z d d c-4 W d co N I- 0 C N O O 2 :~t fl v O V Z N H y CD E -a 0 2 m E I 04 s o c ~ O 7o Q Q N Q 2 zZ z N a Y m E O N 0 d 00 O U') LO ~ N .d N O O O C O G d p N N O0) > co co U) U) U)~ O 0 w O O WV V a Z N N Z O O 1~ f0 O O O • ►w LL a > ~I B 0 N Z O O N-j U 0 0 rn rn z LO Waft, W s rn rn °oN 0 co O O E N 0 O O 0. N N ~ ,O m W 0 O O N 0 0 w Q O 3 o U H c O O O ° Cl) 0 j N~ oD O' ~ ! `O 0 C C U d 00 00 00 N C = O O C zS N N N 0 N H CL C N 0 C 7 N N a) Z Z c0 c) I C co - It O c0 o N Y oo m E E s • y' O N (n N O N I- a :4 . . r w ~ E m v m ~ a a L CL • ~ a w d y c E o c~al'',Oc A ~ E U c C o 0 4 o e ~ I O 0 N ~ I a~ o ~ I ti w i c ~ Y I 7 I U) ~ I O N = z V LL o c 3 ~5 c Q o I 3 ~ m z a) W C U) O F a w IL N H !n € m _O O Z j fA H N Z C L 0 O y z z O 0 N Z = c I E N N N R p1 CD, C_ _Lh G G a a 0 0 0 O N N CL Lo Lo Z o 0 , X44 D. ~a O O O Z o o •N LL aaa y a _ I O N o I w V rn rn z ~aa 0 C5 N Y O O N N ° ° 7 y a N N m 4) N (O 'O d Q fn f0 C 0 7 00 C9 f~yA C ~O U O d N 0 co N O O r 0 E 0 0 U ~ 0 N C U 4. N Sr N a CL u0i l0 N N N N C N ` N O Z a+ '=D (D (D I 0-4 O' co 5+ O ~ y O I- E _ O O N H CO N O Z N r C cl v~ d a dt a ` a • a m ;v m = t A c°~a"~ ',vici AIL STC - 104 AS BUILT SANITARY SYSTEM REPORT, OWNER PAU L W K DL- ~ ADDRESS 6s Ri v&L FM -f--s LJ:x SUBDIVISION / CSM# _ CO f t,,J4-&V A~~cS LOT SECTION_T N-RW, Town of D l ST. CROIX COUNTY, WISCONSIN 04iz54rc. fy PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYST 6 9~ D i r„ ''Y 3.x:9 C$'~- g^n 8 INDICATE NORTH ARROW Provide setback and elevation information on reverse of.this--form. Provide 2 dimensions to center of septic tank manhole cover. C BENCHMARK: C 5 'F" ' f f e N Le 4-t e-o ri Svc ALTERNATE BM: !~Q 00,"4 /-~olrfC ff l7f^/G SEPTIC TANK / PUMP CHAMBER /..HOLDING.TANK INFORMATION Manufacturer: Liquid Capacity: l Z Setback from: Well Housed Other 54- M/4 Pump: Manufacturer M y~ s Model#/14(~ Size Float seperation Gallons/cycle: /77'...- , t. A13 Alarm Location I~ A S~MttAl 1' ? la ra:,, -;SOIL ABSORPTION SYSTEM Width: Length Number of trenches Distance & Direction to nearest prop. line: r Setback from: well: House Other ELEVATIONS C~► Building Sewer ( 0 ST Inlet. 'p / ZST outlet. P%A-C,& 4 C. fomP P140 PC ~°t ! ~1 PC bottom Z -U . Off Header/Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION : PLUMBER ON JOB: I. g-A- 4 V t.:. (-sfl Al LICENSE NUMBER: INSPECTOR: 3/93:jt Wisconsin epartment of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT ST. CROIX Safety and tguildings Division (ATTACH TO PERMIT) sanitary PermitNo.: GENERAL INFORMATION 268647 Permit Holder's Name: ❑ Cit ❑ Village Town of: State Plan ID No.: SOKOL, PAUL TRY CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: - ~o lVV , 40 /,~J, Gd Saur►e Aa_ &2L , TANK INFORMATION ELEVATION DATA A9600353~;- TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. r Septic Benchmark /S' 60 Dosing 5, ~~ti, y'~2 4 ci ,73 Aeration Bldg. Sewer 11 91 Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet Vent ir Ito ntake ROAD Dt Inlet TANK TO P/ L WELL BLDG. A Septic NA Dt Bottom Dosing NA &r/ Man. S.YO 3Sl3/ Aeration NA Dist. Pipe Holding Bot. System iz"4 PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand enu~ 25- Model Number GPM TDH Lift Friction System TDH Ft Loss Head Forcemai n Length Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMEN SYSTEM TO P/L BLDG WELL LAKE/STREAM LE nufadurer: SETBACK INFORMATION TypeO CHA R Mode Num er: System: NIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing 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.) LOCATION: TROY 21.28.19W, SE, SE„ COUN T OAKS ROAD 7T~ , 6rM , Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: < 9 y . _ :r, m ...tee e... _g. vi~~~nr SANITARY PERMIT APPLICATION Bureauof uilding WaterlSystems 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County o e than 8 1/2 x 11 inches in size. • See reverse side for instructions for completing this application state Sanitag Permit NNuu~mbbeer 17 The information you provide may be used by other government agency programs ❑ Check it revision oo pre5ousr a lication [Privacy Law, s. 15.04 (1) (m)]. State Plan I. .Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION :5 ✓T3 Property 0 erName Property Location So 1L r-W4 v4, S Z T Zg , N, R [ E (or)~ Property Own is Mailing Address Lot Number / Block Number ~O o 2.(Oto& Off- Cit St to Zip ode Phone Number Subdivision Name or CSM Number WII. TYPE F BUILDING: (check one) ❑ State Owned ❑ ity Nearest Road ❑ Village Public 1 or 2 Family Dwelling - No. of bedrooms 19LTown OF O CO~I^f Ill. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo v ,2!- o 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. r4a New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ystem System Tank OnlyExisting 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 ❑ Seepage Bed 21 ~5z/lound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallo s Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required ,q~71 (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation CJ V 501 _V -7 tl00r Feet l~ Feet VII. TANK Capacity gallonTotal # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App New Existing - structed Tanks Tanks Septic Tank or Holding Tank t 7,50 l ~ftyn r51, ❑ 1:1 El El 1:1 Lift Pump Tank /Siphon Chamber < < 0 ❑ ❑ ❑ El 1-1 VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. No.: Plumber's Na e: (Print) Plumber's ature: W(Notom [MP1M(f*9R N o.: Business Phone Number: 3 7 Z - fl(oag(L Address (Street, W, State, Zip Code): IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate slue Issuing Agent Signature S s) Approved ❑OwnerGivenInitial Surcharge Fee) -/2 4 ~•1 Adverse Determination X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SBD-6398 (R. 05/94) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS ' ~ L 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit maybe 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, 608-266-3815. 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. ll. 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 sepi ic, 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 hold^ng 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 115 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. a ~ Wisconsin Department Industry, Labor a SOIL AND SITE EVALUATION Labor and Human Relations e ~ of Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. 14 - ' r . Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size. Plan must County Include, but not limited to: vertical and horizontal reference point (BM), direction and CR O~ It 0A percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel LD. #c T ..eat 6 , . it L . v APPLICANT INFORMATION - Please print all Information. Reviewed by +r7,: y r Date r1TY Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ Property Owner Property Location L4wREti66:- w' ~yvRP~1r (P~t~PTti~ie~ Govt. Lot .SE 1/4 545 1/4,S E (or)o Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# Gv 9302- Sao 7-h Avg. Covvr,Py 0-4,5 City State Zip Code Phone Number Nearest Road Rr(~ FA 11S S~O~Z (•~~5 ) &c -9032- 1:1 City [:1 Village LEJ Town ~i 7 A..7 T O r-0!1AO y 44, < LN , 2 "New Construction Use: Residential / Number of bedrooms 3 to 4 Addition to existing building NIP No T PE,p~1i Ti~j~ ❑ Replacement ❑Public or commercial - Describe: NOT P~~Dy.~lt~c>jJ1 /,6O _ Code derived daily flow fv 00 gpd Recommended design loading rate NAO bed, gpd/ft2 3 trench, gpd/ft2 Absorption area required Al jQ bed, ft2 go trench, ft2 Maximum design loading rate bed, gpd/ft2 _-;trench, gpd/ft2 Recommended infiltration surface elevation(s) 5,5,-- Pq . ,3 ft (as referred to site plan benchmark) Additional design/site ~co ations /P&Q~~~~ " rp.7 tJ.v f~S Parent material BZ `~io[u~ ~S ~Tiif(r0. S. c7- SeOivev7 cad /~Cf~yf~l _ Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In-Ground Pressur AT-Grade System In Fill Holding Tank U = Unsuitable for system ❑ S C~'U S 1:1 U ❑ S El S E U El s [ j ❑ S []`U SOIL DESCRIPTION REPORT Boring # FHorlzon Depth Dominant Color Mottles Structure GPD1ft2 In. Munseil Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench v- 10YR 31a- - s,/, Z s6,~ v ,e c's 3 f s - 13 10,6e 313 s~/ /fSb,~ f,~ e5 '3 Ground -3 /gag :,3 elev. 99- eft. 7, Depth to - /--0 Y/P 5;`2- T/ limiting factor ~SS Remarks: 0al?,~M/G 1'7'1' EST, <GT/oyS .¢T Z 9 Boring # Z z y /j.- /oy 313 /740' 4jj /z i©yip Si/ / Shy f,P CS 3 3/ Ground - 7,5 /P (P S S SO~' /h' f S elev. /0 YA vi- Depth ft. ' .S. S' Depth to limiting factor 2I_in. Remarks: CST Name (Please Print) R D R T- .U L I, C 14 Signature Telephone No. RQ r.7 7i5 38C~-~1635 Address Date CST Number PROPERTY OWNER SOIL DESCRIPTION REPORT Pa e 1 of 9 PARCEL I.D.iy 9 ~LI.K 1R~ Gi¢~S Boring # Horizon Depth Dominant Color Mottles In. Munsell Qu. Sz. Cont. Color Texture Structure Consistence Boundary Roots 2 Gr. Sz. Sh. Bed Trench 3 /0{',2 3/~ Siil Zf sb~ u~p CS' ~ , s G ioY; 3 sue/ /IsS may n•Nf~ CS (f • 3 Ground 3 /y loge :,3 elev. 9~ att. io ~/G .2 ScG d, ,P- - A JP Depth to limiting factor 3-0 in. ! 55 Remarks: Boring # Ground elev. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure GEM? In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots # Bed ;Trench Boring Ground elev. ft. Depth to limiting factor In. Remarks: Boring # Ground elev. tt. Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) J 0 N a C 4 ~M. Fouv0 : Top of SVOvCY-OR's / rP ~tT- 7 5 cv ~ D T Co~P~v E ~ . ~'/EU. = / 00. O ~ ~ /v J 0 O 0 p o ~ C ~n r. ~ G o r N M 3 ~ Z m 0 o~ o w CA 0 r g w o ~ r e c 0 0 ~ .N a~ - o J E,4s7 aT L ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultants SPECIAL NOTES TO THE BUYERS/ BUILDERS, REGARDING SEPTIC SYSTEMS AND SOIL TESTING ON LOTS #8 THROUGH 20 IN COUNTRY OAKS. All of the lots evaluated will require mound type septic systems. With only a few exceptions, the soils across the 1st Addition to Country Oaks had very fine weak textured silt loam in the upper 12" of topsoil (a soil loading rate of .3 GPD/ft2). These low soil loading rates will require larger trench type mound systems by design codes. Trenches can be no wider than 48". It is suggested, to the installer, if a 4 bedrm. home is proposed, some test areas provided may not be lonig enough for a single 41x125' trench, in which case a wider mound utilizing two tenches 41x 63" may be more suitable. CAUTION: since all of the soil test sites are very heavily wooded, extra careful planning and site preparation is required. Great care will need to be taken in removing trees and brush without disturbing the fine delicate silt loam topsoil. If the site is carelessly disturbed, the Zoning Dept. will reject the site and require costly new testing and designing! Do not allow anyone to drive across or compact or distuyb the topsoil. Consult with the Zoning Dept. Inspectore, a qualified plumber, or designer for advice on how to properly prepare the site for mound system construction. The owners/developers have provided a complete approved soil test area, registered with the zoning office as required by subdivision ordinances. It is difficult to imagine today where a future buyer prefers to build upon a lot. Common sense is used to select a site at this point. If the buyer intends to utilize the test area, careful planning between the ONner and septic plumber (or designer) is very important. Careful planning with qualified designers/ installers is critical. THe final actual size and shape and location of the septic system is dependent on the size and type of home proposed. Test areas large enough for a 3-4 bedroom home has been provided, but a larger home may require new or additional soil testing. The septic system can not be shifted outside of the recorded test area. pg. 4 of 4. SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations August 30, 1996 2226 Rose Street o 10/'/ La Crosse WI 5 a i ~3 a i M WEGERER SOIL TESTING V~ ter.' 421 N MAIN STREET LP PO BOX 74 tom'" `r'/ ~N114GOFFtCc ~ ~ RIVER FALLS WI 54022 u RE: PLAN S96-41153 FEE RECEIVED: 360.00 SOKOL, PAUL SE,SE,21,28,19W TOWN OF TROY COUNTY OF ST CR.OIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter. 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in cha.pt.er.s ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial. sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, rd M. Swim Plan Reviewer Section of Private Sewage (608) 785-9348 SHOA-7987 (R.10/94) AUG•-3,0-96 FRI 12:43 PM NELSEN WEBER SURVEYING. M 1 715 425 6864 P.02 Page 1 of 6 MOUND SYSTEM A BEDROOMRRE$jDENCE LOCATED IN THE Sli~!1/4 OF THE St-r 1/4 OF SECTION Z1 TZ8 N, R l9 W, TOWN OF _ , S~'• C*Zl ( COUNTY, WISCONSIN. INDEX PA GE I 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW-CROSS SECTION ; PAGE 4 of 6 DISTRXBUTTON PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PA GE 6 of 6 PUMP PERFONMANCE CURVE PREPARED FOR .r ~tio 6s ooh tas~ ~Qtu~ loNs ' GOP~~;,C' PREPAREU BY ~'`~~~~EE~ER SQ I L TEST 2 NC AND . DES Z G;V S1~RV ~ a~E ~4~o~aaeeaowo~e 4Ngc 01vs~ P.O. BOX 74 421 K. MIK ST. RTVU.. FALLS. V1 54022 715~~°rOlb; $ f iUa 3 ~ t . KtS", tva ;T". 'jd 0* !k S!GTZF' g_-So-C,6 7013 NO _ R , ZZ 9 AUG<-30-96 FRI 12:44 PM NELSEN WEBER SURVEYING,M_.1 715 425 6864 P.03 PLOT PLAN . . ,6 Scale 1"= loo " Page Z,of 0< 41153 CJOJ~-~ rJ'`~N w PLC. ~-0 ~ ~ Pt'(' C~c3T S ~ C~d~l 1`-LOINS « 2. S' '~JviS ~ gaR1"1 'WonallY I I e ~ ~ f 10V ~ e f 'ftONS 8SI OF a Vj Q. lOli PO? fi~-ao u ®vY~ o f t ftl 0/ 2. PCC for B n1 - ~L . 1 b 6 . p' OtV\Y`+ L CZO}J P \ ak L..uY CDStiV~ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( required), 3. Install 4" observation pipes with approved caps. { required) 4. Septic tank to be VM 15 gallon capacity manufactured by W `~S IZ Cbm C Z?tUu qZS, Cz L a W f 1n 5. Bench Mark S ov 6. Divert surface water around mound to prevent ponding at the uphill side. AUG-30-96 FRI 12:44 PM NELSEN WEBER SURVEYING,M 1 715 425 6864 P.94 _ Page ~ Of 6 ,A.ppzoved synthetic covering 5 ~s~wl 3 Distribution Pipe Medium Sand H Elev. Topsoil.. v ti, .9 Z Slope Trench Of 2M- 2 2 Force Main Plowed Aggregate From Pump Layer Undisturbed 0 N • o Ft. Soil E 1•y Ft. Cross Section Of A Mound System Using F o-a Ft. 2 Trenches For The Absorption Area G 1.10 Ft. A Ft. , Ft. B t, Ft . '6 (-;u C 1 Ft. 9 b Linear Loading Rate= Y--')6 GPD/LN FT z 1 Z Ft, r ~S Design Loading Rate= o• 3 GPD SQ F / T i $ F~.~ K 1 Ft._JY► W~ tt L $ S Ft. Alternate Position of Force Main W 'Ftix C' - L ~ C',O S K qA Observation~ ~ Permanent (An _ chlbrssecurely) Markers L~ - Force Main W Distribution Trench of 2~, Z 2 Pipe Aggregate Mound Using 2 Trenches For Absorption Area AUG-30-96 FRI 12:45 PM NELSEN WEBER SURVEYING.M 1 715 425 6864 P.05 Page -~j Of 59 Perforated Pipe Detoif 0 End View Pefforoled End CaD) PVC Pipe Install, permanent -market 1. at end of each lateral \ Holes Located on Boll... Are EQVaffy Spaced e / \ s PVC Force main g` 4r~rg1 l PVC w= Manifold Pipe t ~ ,n i lr.~ * ® RS D s laution ~ f N~~as Lost Hole Should Be Next To End Cop I J1 r g:}~v~ End Cop Ft. Distribution Pipe loyouf s I b Ft. x~ Inches y Inches Hole Diameter ley Inch Lateral 1 Inch(es) Manifold Inches Force Main V Z Inches # of holes/pipe' 8, Invert Elevation of Laterals101.4 Ft. $x ~.1~~ ~i.3d xy = 3- )•tiy GPw1 Place lst hole -L4yfr= center of manifold with succeeding holes at Vg's' intervals. Last hole to be next to the end cap. I _ j AUG.-39-96 FRI 12:45 PM NELSEN WEBER SURVEYING.M 1 715 425 6864 P.-0.6 .-C.ombin,atiod -Septici Tank acid PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE ~ OF ~ -VC T CAP WEATUEK PROOF ,~uucTI01J eox ti c. I. VEUT PIPE 160 I G -10' FROM GOOK, M1ltJFipl. COVIC ~i 5 4i -tIUDOW OR FRESH 2 wA~LNItJG ~P. AL9 IuTAKE S S colaau~r r IRA ) I I 18MIIJ, Ib AIN. 1lJ4E7 PROVIDE • ~AtRTIGH7 SEA►~:.+~#, I i I ~ \V/ APPROVED JOINT A , I APPROVEo J01NTS WfC.I. PIPE CR Tank construction w/t.I..PIrEoKFvc ARM • A r shall comply with ILH,R 133.15 and 33.20 n I ` t.. G, s ost C L C V. 0 wir.cr L'~•~• 84.0' • KISEK EXIT PER.MI1TCD OIJL!l IF T tJK MAIJUFACTUKF.R HAS SUCH APPROVAL ~BooINr. 1 N~ SEPTIC f 5 PE c IF I CATI o1J S 005E T_ ANKH MA►JUFACYuRCR:wmtEw awcxLinz NUMDER OF DosES: _PER Wy TAWK tIZC:: 1ZSQ ~7S0 GALLOWS 005E VOLUME ~ ALARM MANuFACruRCIY" S k!L~ o SLf~} S INCLUDING 6ACxIrL0W: 6NILONS moots. tJuMi3CR: ~Q L W CAPACITIES: A= Z J IutHCS OR ~3GAL~ous swITCH TyPfti: i"1~000,R`1 g = Z INCHES`oa 3Z 3 cpuvus 01, Pump AAMUFACTUREM. IucIiES OR ~ Gnuous MODEL IJUMBER: Mt. %4O D=__ ~1 INCHES OR 1U S. ?GALLONS-: SWITCH TYPE; IJOTE' PUMP AtJOALARM aR[ T 6Ca. MINIMUM DISCHARGE 'PArE 3-IN\ TALLEO ON 5EPARArc CIKCUUTS VERTICAL DIFFERENCE DDT WEED PUMP OFF AuO..DISTR18UTIOU FIVE., 1 L - b5 FEET MIMIMUM WCTWORK SUPPLY PKE55URE . 2.50 FLET -F• a$ FEET OF FORCE MIN X Z.') F-T/-_oICFKICTi01,1 FACTOR,. -I :33FEET TOTAL, OyNAMIG HEAD l FEET Pump chamber DIAMETER IIJTERUAL DIMEWSIOIJ~ OF TANK: LI~W(,TH ;WIDTH --=-j LIQUID pEI'T N Y-7 BOTTOM AREA 231:::~ GAL/INCH AS PER MANUFACTURER - 16.43 GAL/INCH AUG-39-96 FRI 12:46 PM NELSEN WEBER SURVEYING,M 1 715 425 6864 P.07 6 or ME40 series 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 ISO 200 250 300 350 40 12 35 N ~j 30 ]0 W Il, 25 8 X Q Z W 20 r, .6 H 15 H J 4 FQ-- 10 37. 4~ p 5 2 0 0 10 20 30 40 SO 60 70 00 90 100 0 CAPACITY GALLONS PER MINUTE } rkway, 1101 Ashland 419/289-11 4 FAX 41 /2 e8"a8 Telex 96-7443 Ohio x-1923 K=6 7/91 Printed In U.S.A. AUG-30-96 FRI 12:47 PM NELSEN WEBER SURVEYING.M 1 7-1,5 425 6864 P.08 r tntrb;aed ilutaerl notnlions - S OIL AND SITE EVALUATION bi0616 of rarely and t;undtngs In accordance with s. ILNR 83.09, Wis, page / of Alloch corrMints sit,, I:larr on finite, not less #,an 8 112 x I t hellos i,i site, pion must -.-I triclude, bul nol enthail to: vottlenl mid Iwrizonlal toferenco Will (8M), dirocflon and 5T• G RO I' K poread sbfie, seefo or dbnorulons, north arrow, and ►oeolbn and dtstaneo to nearssi wad. Pa LO R) 41 . APPLICANT INVOnMATION - Please prim all lnfurnlaflon. .ra - _ narse„er fnfwmnllm you Dio„Ido array be used Iw seco-da nivlowad byw Oate 7 purposes (nd.n,cT law, s. IS.o; it) (mll• Prppolly Owner Proper i'4VR6-A)C15 " W. IV(l td#Y (P.fRrIt-R) GoA.LyLocellon rnperl 0Oa .e. ~10114>1) dross / UoN. lot SLR 1/4 -5r45 1/d,8 a . T ~8 N.11 19 Fur~~ w oil B Dolts Su ame or 93 02. CS R ( w - Sao rr /9itfs. a 9 /4r -f0a,,rvv - Cou.,rRy 04" Wine ~111t5 slat. "p code Phone Numbar I r (V 1. 5yp) 2 (.115 9032 O city O vlnogT Town rOd A'r/oadA/S Z,v,~ lp tfow Construction / n Use., nesldengal I Numbet of bodrooms to 4' Addition to existing bultding N~P = ve r fD~c~e yi ri+`, p l..) IIeDlacamenl O Public or commercial - Describe: Coda derived dolly tlow-4LQQ^ gPd~T ~CO~Y.V eyp~~ Alrsapllon men ragWred N~ e ,Qr? necommanded design beding rate ._L~bed, gpdRt~ • ~ Irsrxh, 91x1/t1~ ~bod. 11 -I,anClr, Its Maxlmum design loading rate bed, gpdril' r 3 Ironcit E p~ gpol TOCamnonded kdlllrolion surface elewgon(s) „3 t Arldilbnel destgrUSfla co ~G'Q°iitsE9 • It (as rvtorrod to etle glyn b.nGimark) G~.~ elian_ 7 :_.VC Tj~f _ OrJ.v~S Pat Dill mnfsrial BL yrNU~ S u i~ , IT SC Dr vB v) oJ~ yC+ld1-184Ajp }t--G.crly~cy;.t/ Flood gMln elovallon, II agpNcat;la _________`Mp 3 . Suitable lot eysleln. Convenoon ov to Ground Pressure AT. , U Unsuitable for system O g [t'U ~8 1.~ U/ 0 ode Syolem n 11 o to ank Ou O s C7e pv CIS Cr~G Os [r'I'u SOIL DESCRIPTION REPORT 13011119 0 1loriton Ocpgt Uominnnl Color Molilas b• 1Nmrsell Texture SUucturo Ou, Sc. Coral, Color Consistence Sotxela pooh ry O~iion tar. St. SIL Ocd Troncli 4~. liyMJ~i~ M1 r/~ie C S olov. 1 Siff. s r• y/ I f ' /f'5~,~ ,Q CS ! N~ 3 °~f'"v° /oY,P In tot iSS, Retnerks: OEX,tf • E)oring A ~'r DES icT'iov S T` .t Z Z 1,#-- s.161-1 'All of C ~ S s G -3 Yl 31 afound '1-1 Ire cloy. •al~h oYA G/1-• - Mntling z e .lor $--I n. - ELHLEL CST Nome (Please prb,l) R013EP T- Z(LQR CN. Tgnalure p, nddross f3Z 7~11„i / r.rephono No 77115 396"6155 /y.le CS CSTNurnbor PNVeIS Sewage Consultants r~`1 Z ~'4 Z ess O'Neil nd, Hudson. Wis. aegis rlofore lOCal Zoning P"'I Ills can be grante(1 - THIS PROJECT WILL nEQUTAE STATE LEVEL FLAN APPROVAL. Plans Will need to be spbtnltiod Gy a quallned dealgner Per I.L.H.R 83.00 (2) y ~ 1 AUG-30-96 FRI 12:47 PM NELSEN WEBER SURVEYING,M 1 715 425 6864 P.•_,.,. ,(toPEnrY owma SOIL DESCRIPTION REPORT Page ~ol. 1.. rr1AC1A1 1.4.M G T I / ~vcu.14 y - GAk~ 0bdng fi trod:a, Ueplh bomtnt♦nl Color Malley Shuclun t ;p• 3 In, Munselr Qu. St. Coral. Color Textuw Conolelenco Boundary Roola Or. St. Sh. Bod . Tronch ioY.F 31.x- S'// 2f s Ek 4 U-cp cs , s • . G /off s~/ /fsl I+ i g arrxn,d 3 , L~ ie c'v RIAv, _ y5-_Ir. 30• /O ~G SGL C',a,,, itr+~,F- "0j F- beplhdv limping 7factor 3 a In, 10 Ftemarks: 8ori);g x tl,ourld • elev, It. bnpurto limiting Inclor Ill. Fternerks: ' liorlton Depot Oondngni Color Mottles blructure M. Munsell Ou. S:. Cont. Color To,rrun Consfstoncr Bowalery Roots Lh Botinp M ar. 9t. $h' P13odiTioncl. around elov. ; Depg) to _ amlling lector -IM Fiemarke: Boring E v Clrv141d v 4epu,10 nmmng . rector tits. Rem r a ks: 6SDw-e330(n. oelgs) y • AUG-30-96 FRI 12:48 PM NELSEN WEBER SURVEYING.M 1 715 425 6864 P.10 " rP 4 7- l~M. FptwO: Top °F SvpvsyA,ta's 5k) 407- x~J ~p 16- tic R.vE~,~U~ ioo• U O ~ ~ C e c ~ N C' m 4 153 ~o 0 w ZO Co b a h o 0 b ~ 0 04s 7- ,c o r" r 0 4 r _ ate' fi AUG-30-96 FRI 12:49 PM NELSEN WEBER SURVEYING.M 1 715 425 6864 P..11 A 6L ORICHT & ASSOCIATES CO, • 655 O'Neil Road a Hudson, WI 54016 Aey. Des .s -r;,s11 r$aSrCy,s 715-388-8185 per 6 SPECIAL NOTES TO THE BUYERS/ BUILDERS, REGARDING SEPTIC SYSTEMS -AND SOIL TESTING ON LOTS #8 THROUGH 20 IN COUNTRY OAKS. All of the lots evaluated will require mound type septic systems. With only a few exceptions, the soils across the 1st Addition to Country Oaks had very fine weak textured silt loam in the upper 12" of topsoil (a soil loading r9te of .3 GPD/ft2). These low soil loading rates will require larger trench type mound systems by design codes. Trenches can be no wider than 4811. It is suggested, to the installer, if a 4 bedrm. home is proposed, some test areas provided may not be long enough for a single 49x125' trench, in which case a wider mound utilizing two tenches 4'x 63" may be more suitable: CAUTION: since all of the soil test mites are very heavily wooded, extra careful planning and site preparation is required. Great care will need to be taken in removing trees and brush without disturbing the fine delicate silt loam topsoil. if the site is carelessly disturbed, the Zoning Dept. will reject the site and require costly new testing and designing! Do not allow anyone to drive across or compact or distuyb the topsoil. Consult with the Zoning Dept. Inspectors, a qualified plumber, or designer for advice on how to properly prepare the site for mound system construction. The owners/developers.heve provided a complete approved soil test area, registered with the zoning office as required by subdivision ordinances. It is difficult to imagine today where a future buyer prefers to build upon a lot. Common sense is used to select a site at this point. If the buyer intends to utilize the test area, careful planning between the owner and septic plumber (or designer) is very important. Careful planning with qualified designers/ installers is critical. Tile final actual size and shape and location of the septic system is dependent on the size and type of home proposed. Test areas large enough for a 3-4 bedroom home has been provided, but a larger home may require new or additional soil testing. The septic system can not be shifted outside of the recorded test area. pg. 4 of 4. i I STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER 4- --lA c 50K,9 L MAILING ADDRESS (05- e' ft A(Ge- PA, PROPERTY ADDRESS 7/* ;~7 J ce tk^ +&Y d A, KS LAI e (location of septic system) Please obtain from the Planning Dept. CITY/STATE ( U67L t5-A <<'f L-d PROPERTY LOCATION 1/4, 1/4, Section, T--~= f~ N-R_j W TOWN OF 4-4oY ST. CROIX COUNTY, WI SUBDIVISION C0 U © 6-(*r- LOT NUMBER 51 CERTIFIED SURVEY MAP ,VOLUME(( 7PAGE LOT NUMBER 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% 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 system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater 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. 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 DNR. Certification stating that your septic has been maintains must be completed d returned to the St. Croix County Zoning Officer within 30 days of the three y ar xperation date. SIGNED: DATE: AAk, Z 1 St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 S T C - 100 This application form is to be completed in full and signed by the owner(s) 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 4- 5-6) <6L Location of property 1/41/4, Section Z ,T_j_LN-R~W Township 'C ~0 y Mailing address 657- D A-k 2 r0 tE {~.1 Uthi cif w Address of site 5 73 CoLL A/A-t y o A-ec S (,4A-,1E- subdivision name C.o Gt n-,4-& D f}-E-t S Lot no. Other homes on property? Yes_ No ~A-LL~ P Previous owner of property &A-1 Total size of property Z AC, Total size of parcel _ 7, A CDate parcel was created 6 Are all corners and lot lines identifiable? _k==Yes No Is this property being developed for (spec house)? Yes _ No Volume and Page Number 1~09 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 warranty deed recorded in the office of the County Register of Deeds as Document No. , 5 ~(-lg 1 5~ , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of he County Register of Deeds as Document No. Si re of A icant Co-Applicant 2( jg9b Date c(t Signature Date of Signature a ~ AUG~s22-96 07:1 S FROM: LANDSTF,D HOMES 1D: ?15: 866870 PAGE 1 l 2 , X i wy e _ M a ( _ S ,l 01 f j s j f Post-f1` Fax Note 2~z - R it r f 1i , f VVi rVi VV LLL VV VV 1llA i !iV VGV VVVv - I A { It cro STATE BAR OF WISCONSIN FORM 2 - 1982 547835 WARRANTY DEED ` DOCUMENT NO. VOL Bay Calm, o REGISTER'S OFFICE hertASyTIAY*kp 'll~pnrc Miir ST CROIX C1Y., W1 FF 1: Vorwnrx9 Fr 1<1 > mri t~PSS~1i~LII~n~ T~ Paed br Ac AUG 6 1996 conveys and rran(s to aU O O an Jane o o ` husban and wi, e, as survivors mar to t 2;30 A.M n P6,;:fdr.f C~n~g TH19 SPA '"VO FOR RECORDING DATA . NAM! D R TURN DAE99 the following, described real estate In County, - - State of Wtsconiln; KRISTINA OGLAND Zi1z, Estreen & Ogland P.Q. Box 359 Hudson, WI 54016 PARCEL IDENTIFICATION NU1 6-f Lot 19, First Addition to Country Oaks in the Town of Troy. Grantors herein state that they know of their own personal knowledge the following: A) Ray Galep, a/k/a Ray J. Galep is one and the same person; R) Robert L. Mackey, a/k/a Robert Mackey is one and the same person; C) Laurence Murphy, a/k/a Laurence W. Murphy is one and the same person; D) Norwood Ecklund, a/k/a Norwood A. Ecklund is one and the same person. WFER This 12 no t homestead property X)CKXX (4 not) Exception to warranties: Easements, restrictions and rights-of-waFEE y of record, if any. Dated this Is t day of August A.D., 19 96 a ~ (SEAL) (SEAL.) urence Mur _ Norwood Ecklund I ` 1 Iu/Ii ~lG 1 ~ 7~1