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HomeMy WebLinkAbout020-1318-30-000 v O ° M O~ ~O O C C N O L NU O ~ O O O N 0)0, O C C X In co '0 2 C 1, 3. O :D ;C - O 07 o ao c z C8 ar g ° E LL C O O N 2? a E CL C) D O to M Q H ~ ~ Q 3 M 7 z H C\j U) 0 ct O z £ N N W d m H z c 0 O z °c ~ o z to F- ~ Q) u I N `7 M N ~ N I [if co CL L L ° c 0 o z h z o N N C L Q) m -le O Lo a 1t ? ~ = M H H F- O U 0000 0.N z CL (L (L Sri a ~ o N a~ m 0) 0 ►~1. a 0 g _ N J U ? m rn z co Ln 0 .0 0 C) Q E2 C, 'O LO LO N N' ° C O O N Ln o C] O N m O co co 0 Q ttS C .r n N 7 Q °O Q C N C 0 5 0 C\j (D CC) O N N °U O O 10 E 0 0 OM O p O N E U a 0 0 0 N E ° N N N E Q O O~ C E It In N r N N n C L Z) Z 70 n'q p N 'O z I- O N O C4 rn E O U y' O 2 CD N O N=3 z U) O cl - w a a 0 Q •V 4) 4. _ rMv E c r A UC On0 C, ~ ._i 10~ STC - 104 AS BUILT SANITARY SYSTEM REPORT ~~C~eVEo OWNER G~~X ADDRESS CM ~ ~ SUBDIVISION / CSM#,r~G LOT # SECTION Z2 T N-R 4 W, Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM 0 J :sue r~~r A NDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: SQ 4 f ( S ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: 1i .~1tJe--:97ey Liquid Capacity: lead Setback from: Well ~l ~4-- House lS Other Pump: Manufacturer Model# Size Float seperation Gallons/cycle: Alarm Location SOIL ABSORPTION SYSTEM Width: S Length 6,~7 Number of trenches Distance & Direction to nearest prop. line: /S ` voce Setback from: well: S House ~/d Other ELEVATIONS S7 Building Sewer ST Inlet: ST outlet: PC inlet PC bottom Pump Off Header/Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: - PLUMBER ON JOB: LICENSE NUMBER: INSPECTOR: 3/93:jt Wisconsin,pepartment of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT ST. CROIX Safety and Buildings Division GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Permit Hojd NAaine: DENNTS ❑ City ❑ Village Town of: State Plan o.: CST BM kElev.: LUl Insp. BM Elev.: BM Description: HUDSON R Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet Vent TANK TO P/ L WELL BLDG. A irIto ntake ROAD Dt Inlet Air Septic NA Dt Bottom Dosing NA Header / Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM TDH Lift Friction Syesatedm TDH Ft Loss Forcemain Length Dia. HH Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SETBACK SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type O CHAMBER Model Number: System: OR UNIT 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: HUDSON.22.29.20W, NE, SE, BRANDON DRIVE Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. Safetyand Buildings Division SANITARY PERMIT APPLICATION Bureau of Building Water System- 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 than 8112 x 11 inches in size. ,4_ • See reverse side for instructions for completing this application State Sanitary PPeeerrmittNNumb~er~~ The information you provide may be used by other government agency programs ❑ Check it revision to previous'appbcati6n [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION Property Owner Name Property Location 1/4~ 1/4, S /;l T $f.2?, N, R, 20 c- E (or Property Owner's Mailing Address _ Lot Number Block Number An"efAnc - _ 4 Jto, rJ S' IF All, City, State Zip Code Phone Number Subdivision Name or CSM Number II. TYPE F BUILDING: (check one) ❑ State Owned !t~ Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms ❑ Town OF ~.r~° Vu .u o.v c III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment / Condo 41 2 d - !3 If - 3 v 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. & 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 ❑ Seepage Bed 21 ❑ Mound 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. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade ysd Required (sq. ft.) Proposed (sq. ft_) (Gals/day/sq. ft.) (Min./inch) 146. 6 EJSevs~ti_. , d Feet !r 1165 Sir S Feet VII. TANK Ca acrt in gallons Total # of r Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existin strutted Tanks Tanks Septic Tank or Holding Tank l eTP~,J 0- ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ ❑ ❑ ❑ VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite se ge system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: ( tamps) P PRSW No.: Business Phone Number: le C-_e? Plumber's Address (Street, City, State, Zip Code): le7e) Sc IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing ent Signature (N to ps) ❑ Owner Given Initial Surcharge Fee) Approved Adverse Determination X CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 (R. 05/94) DISTRIBUTION: original to Counly, 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 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. 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 into fill in name, license number with appropriate p!-efix (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 8 112 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 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. E' ,(JrS'• JO(/,r/S~a d..~F`YS/G' ~ S~G~ /L O'L~(..J t7 ~J!'~a'?`lw.uc{ ~~~r oFf~~s~d ti Y V , 0°D~ v I d 3 , av DG. 7~~kOl r . . - A Wisconsin Department of Industry, SOIL AND S17E,E[~liAION Labor and Human Relations Page Of Division of Safety and Buildings in accordanc *`i!~,S. ILHR 83:09 •V ss, Attach complete site plan on paper not less than 8 1/2 x 11 inches in 4,zi.Plan must X include, but not limited to: vertical and horizontal reference point (B atr#ction and rp" rParcoopl' y percent slope, scale or dimensions, north arrow, and location and disc a5c9 t,"eaiest road,, ~ . # A PPLICANT INFORMATION - Please print all informaofX , R syu d by Date Personal information you provide may be used for secondary purposes (Privacy Law, 1 1) Property Owner e G I3 Al L4 ND ~JOPAJST4L7 Go . 1/4 1/4,S~2- T / N,R 7-0 E(O~/ Property Owner's Mailing Address Z> Lot # Block# Subd. Name or CSM# 9a7 5-2,0 -fa 3 / HAj2rt_ A NZ D Road City State Zip Code Phone Number a /Town f/ (~~5~'J G(1/ yQ~~o (7/S )3~Co ~l~Jl~ ❑ City ❑ Village o Ltd' Town j~f~ijv9Dr/ die - 2 "New Construction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 79 d gpd Recommended design loading rate 7 bed, gpd/lf trench, gpd/112 Absorption area required / bed, ft2 ~P3 trench, ft2 Maximum design loading rate 7 bed, gpd/fl2 trench, gpd/ft2 Recommended infiltration surface elevation(s) P!k • 3 ft (as referred to site plan benchmark) Additional design/site cod' erations ~SLC ~eA) 4"S' C D~ S ~d~2 Parent material s % ~'`~+41+, ~D~J ea 5?Ar o 6lo Flood plain elevation, if applicable ~ ft 5 N V Adf S = Suitable for system TConvin~tlonal ~Mou`nd In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system U L'~5 ❑ U 2 ❑ U ❑-s- ❑ U [9~❑ U ❑ S 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 l o-~ /oW 31y S / CS Lf - Ground 3 - iW y~ Y16 •S l~X elev. ~o s• eft. ' Depth to limiting factor 7 in. Remarks: Boring # 2- Y"o 3 -Z -7, s y,~ y s sdr l its Ground 7i✓~1 y s G~ 7 elev. /0S•.3~ ft. Depth to limiting ~qU factor in. Remarks: CST Name (Please Print) Signature Telephone No. ~RoBeRT- ZtL(3Ri~kl-? - 4 -7 d) ilq. 7~S 3Q6 _42185 Address Date CST Number PROPERTY OWNER N~~~S~ ~ JOiPNST~IT] SOIL DESCR ION REPORT Page Z os PARCEL I.D.fi LD 7/ Ti(/v Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground elev. r_ S4 Lf- oft. Depth to limiting factor in. }7 Remarks: Boring # 3 ^1 7s s/ 5iA4- s cs y Ground , y 7.S s. Q S a~ elev. - Depth to limiting 7 factor in. 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 # /-'Z -e S CS L~ VIP,, , 3 2 3~_15110yll? ' Si , III-4e ySL/ -IC . - S Ground 7,~ S/ /T ~5 LI s elev. , Depth to limiting factor Remarks: Boring # Ground elev. Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) o G 0 0 o y ~ 75 w I~ N ~ Q ~m `l w I 0e1e_ f~ /jam l r' 74n ~.r`~"!rl~ 1~ lil~:• i % p q a a a I I 4f ' ~ • ~_~-r~i e~~.I}.i~~'~ I ''r~~y~ ~~I II11.~11I~III~~ I ~ ~ s I Z!, 111 ~ 14, TT ssh K7- T 19 / ~ I I ,a -,.,..off / , ~ • !r r r - n / ' I ~ \ T'• I j L~ 05 JiJ. :J'f III r / LAJ LLJ i STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER A/ A/ f i a L C) f A a MAILING ADDRESS IL /"'l : c PROPERTY ADDRESS -2 Pr' Z ref -1 bDti .(lr y L f~v dS~ v ; S l3l C~ (location of septic system) Please obtain from the Planning Dept. CITY/STATES a n t-cJ % S z PROPERTY LOCATION 1/4, S r 1/4, Section T_Zj _N-R_ZDW TOWN OF J~RSv~ ST. CROIX COUNTY, WI SUBDIVISION LOT NUMBER CERTIFIED SURVEY , VOLUMF PAGELOT 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 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 maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year ex 'ration date. SIGNED: DATE: 9z- St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 I i 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 e / ra c-Location of pro erty_&J.-_1/4 s 1/4, section T_2 I N-R W Township Wb sv n Mailing address el SOn .S~ 170gJo~ wls ~~~a Address of site Subdivision name Lot no. 3 other homes on property? Yes No Previous owner of property d Deae Ia Qenen Total size of property Z n / C Total size of parcel 2 e ! Date parcel was created AAV"ax . l'r Are all corners and lot lines identifiable? _ -Yes No Is this property being developed for (spec house) ? Yes No Volume and Page Number gas 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. _.4y_!?-7s7a , 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 the County Register of Deeds as Document No. . c Signature Applicant -Appli an Date of Signature Date of Signature a 3.Z0,81.105 NV36 Ol 03WASSV'21 N011035 d0 b/136 3Nl d0 3NIl 1SV3 Zt-ra- \ r I{ I r 3Hl Ol 03O U3JU 36V SONRIV39 N I ~ ~ I Y ' 3 \ L C) C) z _ y fl/13S 3Hl d0 b/13N 3Hl JO 3NI-1 1S3M \ Z~X ZZ•809 N.9£,ZI.ION ^ \ (7 ~,fS'ZL2 ,Lb'bl Iq ` (1) O D ,00.86 ,Z8.81Z Ob'll2 s~?S2, \ Z mM Lr) ~ v "o a W p m a m O " -I o• ~ o n N y .ya - \ C Z T- o I` O 1 1 m G) 1 (A! o 'tee N O v m. 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C rm1 O w N m k n m m O n mmooRaoa a (D rim' tr mnH. - R n R~ r~y yy R p, p r O v-•u`•^i'•'~"'•"•"r~ r1 F'•RR a O n m a m w 0 0 0 t:r r' ~ E ri p r• n n m n rtm r•a m~ nrn0N r•r m 0 a °oo r•R w{po r•E Nap o°o°°°° °ovoo~e p~Htq fDd O a' mWm H- a 0 0 m R m m m a m r °a - mtY t W(D < m oo~ _ m a ...go n net prr~nm N. rq7 m W u, nrow a M- tl o mm Ort y mGn ° mr•r•mrtn z;z u=' T Cqq} a io'ro - - -oa - - 6 rRrtmmn n ER a0W M E i I 'w0 a r• m 'RS LD r1 w -p ronwmw mm~yoa _ fro ry , Cm o w W p 36 $ _ v V et D p' E tY N N R map' n N rt<m - ID m ntS r ° C7 n~~ v ~ Nro r m ram R w R oro a co o n ~i v a p O m - Fr~rt om < m n W a m a n r' r < ,r N m vo m RwnrOpat- :2 p m I~-m D oaarn o o : O trarp R warn mwnEt c _ V. N n'<aa o m Rw tr i ~oo~wn m Z Ma ro 0 •w VOL O WARRANTY DEED Document Number t' C, r ~ 1~ 5~ ~~k E.i ' L,7'~ „ I 6tGY.l. 2(..a i~ MAY 16 1996 Return Address 800 At! ~a w Parcel I.D. Number B & N Land Development, a Wisconsin Limited Liability Company, conveys and warrants to Dennis M. Bjornstad and Tracy E. Bjornstad, husband and wife, the following described real estate in St. Croix County, State of Wisconsin: Lot 3, Plat of Hartland in Town of Hudson, St. Croix County, Wisconsin. This is not homestead property. TRANSFIR Exception to warranties: Easements, restrictions and rights-of-way of record, if any. Dated this k 544"' day of May, 1996. B & Land Development, a Wisconsin Limited Liability C pany (SEAL) (SEAL) Dennis M. d Thomas K. Ni lsen AUTHENTICATION Signature(s) Dennis M. Bjornstad and Thomas K. Nielsen authenticated this day of May, 1996. W-4 t -my Kristina Ogl TITLE: MEMBER STATE BAR OF WISCONSIN THIS INSTRUMENT WAS DRAFTED BY: Attorney Kristina Ogland Hudson, WI 54016 ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultants July 7, 1996 REGARDING LOT #3, CSM. Vol 11,J4.3010: The area soil tested Oct.4,1995 has been essentially voided and eliminated by careless placement of the house, the gravel driveway, and even the well. All of these encroach over the original area (see plot plan). Also, any small area remaining was ruined by excavating equipment and heavy rainfall moving across this disturbed area, shed by the roof top and off the driveway. In fact, a lot of the area further downhill of B1- B2-B3 was also destroyed and "wetted"by a very unusually rainy spring. Two new areas were soil tested on July 2, 1996. It was not at all surprising to observe moist (puddled) soil conditions in certain stratas. These moist stratas, and the others above and below, were not mottled. Moisture is not the result of perched or active high ground water. Soils were not saturated, nor was there any observed sidewall seepage indicative of totally saturated conditions. Moist conditions are the result of abrupt radical changes in texture and structure, which has been described in the literature as a "wetting front". Walter H. Gardner, Professor of Soil Physics, Washington Un. 1962, has accounted for this "wetting front" in his paper "How Water Moves In The Soil": "...if fine materials are encountered soils) water flow is (stratified r t stratas encountered byanadvancingewettingefrsize ont of pores (rainfall). fine materials (horizons #4 on this site) are encountered, therate of advance may be slowed (i.e. "puddled wet")... less less does continue to move. If course materials but water neverthe- are encountered, water movement stops untilsthetsoil this becomes nearly saTurated (puddled)." A loading rate of .4GPD/ft2 is recommended. Use 3 trenches 51x75' with drop box distribution. A lift station is required. The actual trench system excavations must be placed deep into the courser, drier SL stratas beneath the very fine loams (moist) stratas. This will require the use of extra rock (approx. 2811) or careful site alteration (scalping) ) in order to conform with ILHR83.13(6)(a).a combination of both Trenches will need to be carefully curved to match the slope and contours. It will require extra careful planning. Some suggested system elevations are shown below. if during installation, the trench excavations move into and out of the finer loamy stratas, and if they are moist, this should not be a matter of great concern (so long as soils ARE NOT SMEARED!!) since as pointed out, once the trench bottoms are actually in total saturation, effluent will move into the courser SL stratas below. Since lot #3 in the subdivision is very typical of the soils in other lots, the same soil physics (wetting front) phenonomeum will apply. The most critical point- must be prepared with the upmost care and detail,'tso finectextures and structures are protected, left intact, not smeared. then th rough careless preparation & installation the sysIf , temomay and probably will fail prematurtelv. Craffmana'k4- Wisconsin Department of Industry, SOIL AND SITE EVALUATION L~ Labor and Human Relations ` Page _ I of Division-of Safety and Buildings in accordance with s. ILHR 83.09, Wis. 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 St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print aff information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Buyers: Greg & Property Location Bjornstad Homes Inc. Lanette Barnes Govt.Lot N i/4SE i/4,s12 T29 ,N,R20 XXXor)w Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# Site address: 285 Brandon Dr. 3 CSM Vol. 11, pg. 3010 City State Zip Code Phone Number Nearest Road 715- ❑ City ❑ Village IN Town Hudson ( Z Brandon Dr. New Construction Use: Residential / Number of bedrooms 3 Addition to existing building ❑ Replacement ❑Public or commercial - Describe: N/R = Not recommended. Code derived daily flow 450 gpd Recommended design loading rate N /R bed, gpd/fl2 .4 trench, gpdA12 Absorption area required N/R bed, ft2 11 25 trench, ft2 Maximum design loading rate N1R bed, gpd/f12,_.5_trench, gpd1ft2 Recommended infiltration surface elevation(s) see notes & pa. It (as referred to site plan benchmark) Additional design/site considerations Refer to notes attached. Parent material SCS 49 Amer sl. Fine loam Flood plain elevation, If applicable N/A ft rSu= Suitable for system Conventional Mound n-Ground Pressure AT-Grade System In Fill Holding Unsuitable for system ] s ❑ u 7 s El U ® S [J U ®s ❑ u ❑ s ®u El s ® u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 Texture Consistence Boundary Roots Bed , Trench In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 6 1 0-6 10YR 3/? - - - - - - - SIL isturbe mfr. ai, 2f n 4p, n Ground 3 5-22110YR -3/4 SIL lfsbk mfr. CS if .2. elev. 98 51t. 3 22-4 10YR 4/4 SIL 2msbk mfr. CIS lvf .5 ~.6 Depth to 4 2-9 l 0YR 4/4 SL l c r mfr. :.5 limiting D factor 9-5-In. Remarks: East side of pit, closest to house, has been disturbed. Boring # 0-4 JOYR 3/3 LOAM 2fsbk mfr. as 2f .5 .6 7 2 4-1 10YR 3/4 LOAM lfsbk mfr. gw 2f .4 ;.5 3 7-4 10YR 4/4 LOAM lfsbk mfr. cs if .4 '.5 Ground 4 5-6 lOYR 4/4 moist puddl d L. lvfsbk mfr. as / .4 .5 elev. , , 9 .48--ft. 5 0 2 OYR4114 SL mfr. .4 5 Depth to limiting factor 4$2in. Remarks: CST Name (Please Print) Signature Telephone No. Robert Ulbricht 715-386-8185 Address Date CST Number c July 2, 1996 CSTM2482 Ulbricht ssoc ■f-f.u.- ft....- f%wneulttnte AiiOPERTY OWNER SOIL DESCRIPTION REPORT ' Page f 3 'of . PARCEL I.D.N - P9.3010 Boring # Horizon Depth Dominant Color Mottles In. Munseli Texture Structure Consistence Boundary Roots Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 8 1 -8 10YR 3/2 LOAM 2msbk mvfr. cs 2f .5 .6 2 -14 10YR 3/3 LOAM lfsbk mfr. cs if Ground . 4 : 5 3 14-4 lOYR 3/4 elev. SIL. 2fsbk mfi. cs / 5 :.6 96. 1 at. 4 2-6 l OYR 4/4 LOAM lvfsbk mfr. as / .4 -.5 Depth to Moist, pud led limiting ' factor - r mfr. 124_in. . 4 .5 Remarks: Boring # 1 0-4 10YR 3/2 LOAM 2msbk mvfr cs 3f 5 .6 9 2 4-1 10YR 3/3 - LOAM lfsbk mfr cw if 4 .5 3 +8-6 -4 10YR3/4 SIL. ifsbk mfr. cs lvf .2 '.3 Ground 4 10YR3/4 elev. LOAM lvfsbk mfr. as / .4 .5 98.4-2-ft- Moist, pu dled. Depth to -1 limiting factor 105 in. Remarks: Horizon Depth Dominant Color Mottles In. Munsell Qu. Sz. Cont. Color Texture Gr. 9z. Structure Sh. Consistence Boundary Roots PD/f Boring # Bed , Trench Ground elev. Depth to limiting ' factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: , SBDW-8330 (R. 08/95) , IMPORTANT NOTE Tn nr..,.,.,,.. BRANDON DRIVE pg. 4 of 4 3 ig. Oak trees 61' _ No. lot line_ 4J I P N h 90' 0 from 95 Top of 3/411 thin j wall pipe. For B1 - B5 west to line ~S \ o O 50' \ O Q, O WELL go r IIED o DIS URB AREQ A j fro drivbway/house construction. W 3 Bedrm. Home Constructed. ~i Replacement 3Z p area. 'J 1(0 Septic T. Outlet=90.10' O 10 1 i y ~o Wisconsin 6epartment of Industry, Labor and Numan nalallons SOIL AND SITE EVALUATION Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Page of Attach complete site plan on paper not less than a 1/2 x 11 inches in size. Plan must county Include, but not limited to: vertical and horizontal reference point (BM), direction and $T, C R O If X percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel 1.0. 11 APPLICANT INFORMATION - Please print all Inlormaflon. Personal Information Reviewed by Dale you provide may be used for secondary purposes (Pdvacy Lew, S. 15.04 (1) (m)). Property Owner jdy ~{/iE ~SE~ Property Location 8 • Al 1,1-OD 2EUI gJorvsr4D Govt. Lol 1/4 Z Property Owner's Mailing Address /VE 1/4,S~ T 1 g N,R 7-0 E (o~ Blocktt Subd. Name or CSMN HARr~A,~D City State Zip Code Phone Number U1p`SA~ D Cny ❑ Village ~o Nearest Road W New Construcllon Use: U nesldenllal / Number of bedrooms 3 Ej Replacement Addition to existing building ❑ Public or commercial - Describe: Code derived dally Now f l,6 gpd j Recommended design loading rate bed, gpdRl2 trench, gpd/n2 AVIL Absorption area required /I/ bed, n2 /1) Trench, It2 Recommended infiltration surface elevation(s) 3 Maximum design loading rate bed, gpd/th trench, gpd/ft2 n (as referred to site plan benchmark) Addiltonal design/site coy/ eraltons Ste{ No T ~'S aP /O Pare I m feria) y j ~Iwf"f . Dlj~+ SDi/f evO i ,v - ,r, Flood plain elevation, if applicable n S Suitable for system Conventional Mound In-Ground_Pressure J AT-Grade System in Filler Holding Tank U = Unsuilabie for system LF~ S Li U ❑ S ff-ul" S El U ❑ S ©U ❑ S [~'t1 El S 19P CA 13 / - ?I. Q3 ~ r Cr cc'vt 10-F SOIL DESCRIPTION REPOR e~I e` rsl',,~' f' i 3 Boring p Horizon Depth Dominant Color Mottles Structure In. Munson ou. Sz. Cont. Color Texture Consistence Boundary pools OPD . Qr. Sz. Sh. Bed Trench ~ 2µl 09-3/o flQ 3/.t- Z -/3 i0 ye 31 ` Ground 3 play 7• yin. ~ f/_~ 7 ~r /-f'sde ,wrft~ y 3 Depth to Ilmiling laclor --In. is Remarks: Iii Boring 0 r K s ~f s 6 2 2- o ' (around rly-Z 7 S yte S~i~ e~s/ GL~ S . C elev. 41? #1--f I Ilmlting I factor tl In. Remarks: CST Name (Please Print) Signature , r RO G E R T- ~ L(3 R f C- T- 1= t ~LG ►/l f ,Telephone No. Address - 3~(p' ~l SS Ulbrlchl ~ Aseoclate! f Date CST Number Pr vs s sw ~Gr' CSr-lf 1 yrZ r ~ ell r - ~y _ wn ncrvnt Page of PARCEL 1.13.0 Y Boring Norizon Depth bominanl Color Mottles Structure 2 texture Conslstence Boundary Roots - In. Munseil Qu. Sz. Cont. Color or. Sz. Sh. Bed , Trend' t i. ifs wf~ 3 /o f Ground elev. ,s-P -s s •cf's~•~ n~ f,E' - y • .5 Depth to Ilmiling raclor - - ; Oh" T ---in. CJ hemarks: Boring ~ , -17 L y yL~ s~/ f sd,~ es L ~f , y ,S Ground / s6~ • y ; elev. /00 Depill to thrilling factor Rernarks: aorizon Fln. Dominnnt Color Mottles Structure Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed , Tren Boring M ~ si/ L-f s6,~ r►~ft~ , S , G Alf 7, s I Ground elev. ,sy,O y ~sh,e M•►~,~ s - , S c /00,~b n. - 571 yK47 s/ hSOW 4^" 4 i DPpfh Io - - tit' v1 /Z m„ning • feclor -1n' Flemarks: Boring 0 Ground elev. bepth to ' Iim►fing • factor in. Remarks: SBDW8330 iR, 08/95) , C 4107e75 7-7WV,,-W G/~ 3 ort,E'S ~o. ter. L . R 0 -2-33' Svc' u~ yo,~'S ,ovw nor 4 , '40 7- 3 T ip of 'O set 0 ~ ' = ioo •o ` , 3 i ~/16 Of to I f ~ ~ 1 i► 6)0 10 67 j l ► 1 I I 1 1 1 1 1 1i 1 1 ► 1 1 ~ i i , Igo 11 11 l l 1 ►1 1,1 11 11 ~ ~ ~N ,S'tioww svS 7e,E'N41 SYS rr-M 16VOvT, z X33 y3,30 (3 y /oaoo' ~ s goo >sa~ t~ I ULBRICHT & ASSOCIATES CO. 655 O'Neil Road - Hudson, WI 54016 Reg. Designers of Engineering Systems 715-386-8185 Private Sewage Consultants Re: Soi] Test Sites, and Siting Your Home k, To Owners/ Developers, Please be aware: All of the systems for lots #4,5,6,7,8 in Hartland subdivision (tested under winter conditions March 11th & 12th, 1996) will require very large TRENCH TYPE conventional systems because of soil permiability restrictions-Conditions across other parts of each lot can/ and may require entirely different on-site treatment systems. Also, as required by state cddes, an equally large replacement area has to be left intact UNDISTURBED with proper set-back distances to the well, other structures, etc. as deemed by code. Less space is required if the owner were to install a mound type system (i.e. no replacement area is required for mound type systems). Please understand, that in the process or procedure of selecting the actual homesite, if the owner will be using the soil test areas as provided and recorded by the seller/developer, the following is very critical: The installing plumber you select,.or a registered designer or engineer should meticulously layout and plot the system as indicated from the soil report. And an equally large replacement area should be plotted out. Further information to be supplied by the owner is necessary in order to determine the actual exact size of the system. The final size of the system is dependent upon,the gals. of wasteflow to be generated from the proposed size of the home. The County Zoning Dept. must review the owners final house- plans`, only then can the installing plumber determine the final size of the proposed system. All of this has to be carefully addressed before a builder and owner can safely choose one's precise homesite. Often times the original soil test area, provided for subdivision approval by the seller as required by County Zoning Dept. ordinances, is not in an area prefered by the eventual buyer, or perhaps the size of the buyers home may require a larger test area. New or additional testing may be required, since a septic system by law has to be laid out exactly within the recorded spot tested; it cannot be shifted out of the area recorded with the zoning dept. Finally, it is our recommendation (and bf most consciencous installers) that when soil permiability on a site is very slow (.5GPD/ft2 or lower) to install a presurized, dosed mound-type system. It is the concensus of most officals that mound systems will generally outlast in-ground conventional system (average life 10-15 years). This is a very important option to cautiously consider. Remember, the two most important systems you will be depending upon for many many years to come is your well and the quality your septic system.