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HomeMy WebLinkAbout018-2017-11-000 N ` \ C. \ ■ ( C k§ ) , 2 ] ~ E R % . co A % I § , . A . c I 'I:3 / f t [ -0\ ■ I / f I C 2 0 C _ I 2 'CI CO < >c I 1 « ' a) I \ E 1 w 2 g o i - « L ' e 2 '- [ { 0 g § \ ' a CO E• z ; 0 C 2 a I 5 - i S c 2 7 / ƒ \ I § ) e o ) ƒ • -o ° I ) \ < I ILZI IN V . < 0 a) I Z _ \ k k a 7 $ tt \ \ k § 3 a 0 1 ) $ c c / ! k k k k -� - a a a f I • c \ \ o o I 2 q 1 - I ƒ & \ § 0 w a I < ,- / , 0 E § 2 - o = @ ( \ < \ f as I • © % \ I • % / \ � � ' \ o , \ n F- . / ° c # 11 § I CZ \ \ 0 } - ) \ k ) 2 ~ q [ \ = 2 k f 2 ® iit 6 [ = s E - _ - ¢ 3 m f \ 5 3 0 2 / £ a 2 $ $ i ® • - ■ 0 1 • k �▪ � 0 [ a � C a. - E @ c a § J 0 CO 2 3 (0 0 1 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Euilding Division INSPECTION REPORT Sanitary Permit No: 515274 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Mittl, Keith & Molly Hammond, Town of 018-2017-11-000 CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: /U0 • 6 /ac /5/n I CsT 35.29.17.1132 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Q.�s� r rk fo7,4; Septic .". ,° Benchmark :e. c. 1.._ti /Z 3. 5 /03=15 /66 Dosing j r J Alt. BM Bldg.Sewer I4. 2 ` qs Holding St/Ht Inlet •% l t, sz . 51 St/Ht Outlet TANK SETBACK INFORMATION �. TANK TO i� 11 P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ` I'ilk!t� Septic i : Dt Bottom Dosing / j j i Heade ark. 'l Ace / > d-5 ---Cs � 'y /0. 9y Aeration (Tr._ -i vLn ko-6- DiS e . Holding ---------: ,) (d- 514 l e/' % �, B,t • 1s, _4 . y Final Gr PUMP/SIPHON INFORMATION ,=- --- e / / aLu--'l )-vz Manufacturer rr 1 Demand St Cover E�` �, / Ze i�c 1 GPM Jir ----- t "�l`! Vi �7-h iN-//, --c--- 1 c, `7 -3 i/ Model Number �/: +� r '/�' (A/6 Ga.v u 1- q.zZ Y . n TDH Lift Friction Los System Head TDH Ft Forcemain gt Dia. Is Dist.to Well 2. SOIL ABSORPTION SYSTEM - BED/TRENCH Width Length No.Of Tren s P DIMENSIONS No.Of Pits Inside Dia. (Liquid Depth 5-DIMENSIONS / 2-0' j7�•• � SETBACK SYSTEM TO P/L S BLDG WELL LAKE/STREAM L CHING Manufacturer: INFORMATION CHAM R Type O System: i...'=if T IT �) 3�(1/ > (I i I� r 9 odel Number: DISTRIB TION SYSTEM — I fix, / (-. 1 t'fr" ..Q -S - Header/ anifol r istributior) r _S-?' ` ° '' x Hole Size ! x Hole pacing 2:3,-/i ent Air Intake / 2. r 7N. -r Pipes) ' r2 ) G°c ' /.(�-i 41e,,14...5- il�F 2.s-2../ 9* / '(O GAL 2.(.'. Length DIa Length a "Dia � Spacing � ��--�,r� SOIL COVER '-`r>. = re Systems Only xx Mound Or At-Grade Systems Only / �,_ �� LETS' Depth Over Depth Over xx Depth o -G j1X_ weeded/Sodde N�� / Mulched Bed/Trench Center.- Bed/Trench Edges Topsoil Yes t Yes No Zvii:,_I COMMENTS: (Inc' •e code discrepencies,persons present,etc.) Inspection#1: 7 / /3/ le nspection#2: —7 / f 3/ 1 Q i) A , Ck\ AI Location: 1914 66th - Hamm nd WI 54015(SW 1/4 NW 1/4 35 T29N R17W) Croix Hills 1st.Add Lot 11 Parcel No: 35.29.17.1132 1.)Alt BM Description=.1: r`�y V j��V ryl�� / h:..v o►" __ 2.)Bldg sewer length= J j 1 r LA.- ..0 _ s f®a -amount of cover= I / � 0v-- , I Plan revision Required? Yes No ,r� j Use other side for additional information. 7 1 /3 /V 1 �Al 491-347 Date/ In`�t•r's ;e�ture ��J C Cert.No SBD-6710(R.3/97) 7/l3/ (o ( aAA4/1/` 1 (/J J , 05/20/2010 13:13 FAX 715 298 7764 A C E SOJEL F; 5;:':7E EVAL. @1002 • / II • JO/Y via/0460,7 5y�r:740mf' '1 6700 III So"? a da/ura.ti'o,9/4"6 t r D.sbeal /3/o6/°s' • 43 aEr,;I 7 - de eleo' 7P., • Acca f -cr / Jbe,('e SCAAt;/ ye O ill 4e,,'rA l/ //y A4,-446 4-r0. /901 6G,91,frc. Nona curearc0084-4fx k. czso/rso Me 1110 eel..7Q07cx, Gcf/. S AS* e4Jn,ob 4b,,SSp6�'&M/r4�.ya ea .s,4's t� f._-_(Lit 51 02c4 Srrfr vc/ua.)E,C`/&r wL Xot / L'/�l r` ti-i i-e A f up»I trJf'ramp r3ncrr rC v 3 c x.0 9 A �%em'4 S"yVAa-V Sid. 3s 7^;L9#1' 4e. /764", 77t, of/4.9,02 on d, [a:1/(A)- 1/1/14111 s_L /oGf. X948-..2e9 i7//-� �/�••• • r a'i / l c.7�z.3VaceaS �,,✓ ''- c,,-.pe:4r Cq� �! `��I�... rCV ,, r-",...... 4 bedrao Proocs 4 mec�.n d a•6 i's'ap;r/Y,2.73'�/ '� 1 ; Re 5,- s x,2.o'd s+c's./ceY rtti.c."(V1/ le. r L y, ` e aE r:ru-2.2'wyl$ e,e-,- , 1 e � — tO 41 fi,S�'gRa \. �ropaseef wolf in l ou{Yay, \lee' - ,�c.,r},aniu Area ?4s� ;� ` ik"7." 1 Vol '•' ,rte— .9 cr l / f —(31,maAr .,..:r ... - ,,....-~c \ ir°J7QF j`ir`� ,i` - ; pdc Pr'pe./f ssn..rr�4 ,,,r '°, f.(l V. ,..;, edeih_,I40•.61. • 'r Q`4 P;. sol'9 • - ~- •~ r _ .~ camtnerce.wi.gov Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 St. Croix {~~O ~~~ ~ Madison, WI 507- Sanitary Permi t Number (to be filled in by Co.) 17epanment of CommercB~ ~ ,.,_ '' ° C ~ ~ t5Z 7 rY pp _.,~~-- Sanita Permit A licatlon State Transaction Number ~,~,. ~ / 5/ In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate govemmen4al 7 /x 7 unit is fequirtsd prior to obtaining a sanitary permit. Note: Appli state-owned POWTS are project Address (if different than mailing address) submitted to the Department of Commerce. Personal information ou pr~i~~RS@~ ndary rises in accordance with the Privac Law, s. 15.04 1 m , Stets. ~V"~" ~~ / ~ l ~ ~ ~{ I. A ication Informatio lease Print All Information ~, Property Owner's Name ~ ~~ ~ ~ ~ Z i Parcel # 018-2017-11-000 Keith ~c Mo l Mittl + Property Owner's Mailing Address ST. CROIX COUNTY Property Location ' Z P.O. Box 456 1sLANNING & ZONING OFFICE Govt. Lot City, State Zip Code Phone Number Sw'/.,NW'/a, Section 35 Hammond, WI X4015 (circle one) T 29 N R 17 W ~ ~ II. Type of Building (check all that apply) ' Lot # ; ~ ~ ®1 or 2 Famil Dwellin -Number of Bedrooms 4 ) 1 Subdivision Name y g ~~ ~ R 11 Croix Hills ls` Addition r P ^ ock # Public/Commercial -Describe Use Na City of ^ State Owned -Describe Use / / CSM Number ^ Village of h, f~ ~G J~ ~~ Na ®Town of Hammond III. Type of Permit: (Check only one FiOx on line A. Complete tine B if applicable) `~' New System Replacement Treatment/Holding Tank Replacement Only Other Modification to Existing System (explain) "'---'-- System B. ^ Permit Permit Revision Change of ^ Permit Transfer to List Previous Permit Number and Date Iss ed/ Renewal Before Plumber New Owner ~i Ex iration N. T e of POWTS S stem/Com onent/Device: Check all that a 1 ^ Non-Pressurized In-Ground ^ Pressurized In-Ground At-Grade ^ Mound ? 24 in. of suitable soil Mound < 24 in. of sui a soil © 3-Iolding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain) ~ // V. Dis ersal/Treatment Area Information: yl, t Design Flow (gpd) 600 ~ Design Soil Applicat'on Rate(gpdsf) 1.00 ` Dispersal Area Require sf) 600.00 sq. ft. Dispersal Area Propose sf) 600.00 sq. ft. System Elevation 141.32' ~-33~bsrt~- , ~ ~ ~ ~ ~ 5 ~ 9$~ ~ta'.~~.Ir VI. Tank Info Capacity in Total # of Manufacturer w Gallons Gallons Units U ~ ~ ~ a a New Tanks Existin Tanks g ~ S S l F ~~ "" z ~ o w ~ ~ F w ~ ~ a < ~ w u . . Septic or Holding Tack 1250 1250 1 Weser Concrete ^ Dosing Chamber 750 750 1 Wieser Concrete VII. Responsibili Statement- I, the uudersigued, assume responsibility for iastallatioq of the POWTS shows ou the attached pleas Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Mike McDonell 225036 .(7.15 38b- 92 Plumber's Address (Street, City, State, Zip Code) 1078 ~Iuntef Rid a Road, Hudson, WI 54016 VIYL oun /De artment Use Onl pproved tsapprove Permit Fee Date Is ued Issuin ent Signature _ Owster Given Re nial $ I _ ~~ ~ (Xj / _ ~~ /~ 1X. Condi ' ~easons for Disa rovai 3 ~ A _ _ . f. ~~S PP J Lowi'w~ewa i •~ c~' /FfI~7, fb/ a,,~~ r~ eptio tank,,eftlti~nt #i~r and ~+~ dispersal cell must all be servkes / ttlalrttaktad GI'C+~c.~' G/l fwo PGPw.~ as per management plan provided by."phunbrr. 2:, Ad~s~aGk t`lqufremettta ttpnt be lnadntained to cempf~e plans for the system and submit to the County only on paper not less ~~ ~ td s I l inches in size SBdjr639$ (R. 01/07) Valid Ql/Q9 • ~ _r commerce.wi.gov isconsin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay www. commerce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary May 25, 2010 CUST ID No. 225036 MICHAEL P MC DONELL 1070 HUNTER RIDGE RD HUDSON WI 54016 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/25/2012 Identification Numbers , Transaction ID No. 1791147 SITE• Site ID No. 756281 Keith & Molly Mittl Please refer to both identification numbers,'. 1914 66TH St above;' in all comes 'ondence'with the a enc Town of Hammond St Croix County SW1/4, NW1/4, 535, T29N, R17W FOR: Description: Mound, 4 br res Object Type: POWTS Component Manual Regulated Object ID No.: 1264488 Maintenance required; 600 GPD Flow rate; 13 in Soil minimum depth to limiting factor from original grade; System(s): ~" Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manua} - Version/~,.t 2.0, SBD-10706-P (N.O1/O1), SSWMP Pub. 9.6; Effluent Filter ~° ' ;' WW~ The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed., ' , and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. l The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code "(, requirements. sEE No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • .The mound must be sited on and conform to the shape of the 99.4' contour. • The revised soil test (additional boring) on which this approval is based shall be recorded with the original soil test. • ,The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. MICHAEL P MC DONELL Page 2 5/25/2010 ' Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. ,,, • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above°lb'ft addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible f, owe installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 POWTS Plan viewer ,Integrated Services (71S) 634-7810, ._(715) 634-5150 , M-th 8:00 - 4:45 pat.shandorf@wisconsin. gov WiSMART code: 7633. '"`~^~^~•~~--- w..~,,,,,• cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. ~.~ , ..,. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs arty building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.gov/SB/SB-BuildineContractorProgram.html MICHAEL P MC DONELL Page 2 5/25/20If~ r~ ,±~ :tt'1 ~: ;~,~,, Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual • Surface water drainage shall be diverted away from the system area per Mound Component Manual • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right o require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The abo~e~l@~ addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, .; ~- w Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 POWTS Plan viewer ,Integrated Services (715) 634-7810, . (715) 634-5150 , M-th 8:00 - 4:45 pat.shandorf~k wisconsin.gov WiSMART code: 7633 °'~°~~-~ .....~,,,, cc: Leroy G Jansky, POWTS Wastewater. Specialist, (715) 726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs arty building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi gov/SB/SB-BuildinuContractorProgxam html MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Keith J. & Molly S. Mittl Owner's Address: P.O. Box 456 Township: County: Subdivision Name: Lot Number: Parcel I.D. Number: Legal Description: SW1/4 NW1/4, Sec. 35, T.29N., R.17W. Mittl 4 bedroom residential mound Hammond, WI 54015 Site Address: 1914 66th Street Hammond St. Croix Croix Hills 1st addition 11 018-2017-11-000 Block Number: na Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings f~age 4 Lateral and dose tank page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Attached soil evaluaiton report Designer: Mike McDonell License Number: Date: 04/19/10 Phone Number: Signature: ro~ 225036 w•~'g• ~~ ;>t1~~ ,w Ro G~~ ,~~ ~~a (715) 386-8692 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101) 'Version 5.1 (R. 06/06) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Inforn (R or C) I_~ R _ 400.00 1.50 600.00 4.00 ,____~ 99.40 _.._._ __ 13.00 0.40 ration Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Contour Line Elevation (ft) Depth to Limiting Factor (in) In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information h 120.00 Dispersal Cell Length Along Contour (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) P_ ressure l (C or E) ! C 2.50 ----~- 4 __ 0.125 r ~ 2.50 2.00 ____,_180.00 85.00 )isribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) ', Estimated Orifice Spacing (ft) _ Forcemain Diameter (in) Forcemain Length (ft) Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 15.82 Vertical Lift (ft) 5.82 Friction Loss (ft) 0.50 In-line Filter Loss (ft) 28.63 Total Dynamic Head (ft) Lateral Diameter Selection in dia. o tions choice __ --._ 0.75 ~ ~_. __ ._- _ . 1.00 _ - _-. .__...._..1 1.25 x (-____..X.__-_---~ __.___.~..___j 1.50 x i - 2.00 ...--- x _ _. 3.00 1 x ~-------~ Treatment Tank Information 1250.OO~Septic Tank Capacity (gal) Wieser Concrete _ i J Manufacturer Dose Tank Information _ 757.64 Dose Tank Capacity (gal) r 16.12 Dose Tank Volume (gal/in) Wieser Concrete ~ Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 5.00 Cell Width (ft) Are the laterals the highest olnt ___ _ in the distribution ~Y _ network? Enter Y or N If N above, enter the elevation ft of the highest point. ~ 6.25 ftz/orifice Does the Forcemain drain back? L Y ~ Enter Y or N 29.36 Forcemain Drainback (gai) 75.47 5x Void Volume (gal) 104.83 Minimum Dose Volume (gal) 39.54 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice ~ 1.25 x x 1.50 x 2.00 x 3.00 Gallons/Inch Calculator (optional) 757.64 Total Tank Capacity (gal) ~~~ 47.00 Total Working Liquid Depth (in} 16.12 gal/in (enter result in cell 649) Effluent Filter Information S m/Tech Filter Manufacturer STF100A Filter Model Number Project: Mittl 4 bedroom residential mound Page 2 of 9 Mound Plan and Cross Section Views 1- l_ .................................................. '1'1/10 B~,~;~: ;~;~:~:~;~;~:~;~:~:~:~:~:~::•:ObservationPipe ........ ~ .~.~ K :,ti..., ::,,., . ,5 tiff; :y: ~ti~ .I. .. .l B _ I - Mound Component Dimensions A 5.00 ft E 25.40 in B 120.00 ft F 9.25 in D 23.00 in G 0.50 ft 600.00 (ftZ) Dispersal Cell Area 5.00 (gpd/ft) Linear Loading Rate -r -f _f -1 H 1.OOft K 11.36ft z 11.55 ft L 142.73 ft J 8.54 ft W 25.09 ft 1985.80 (ft2) Basal Area Available 12.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.09 (ft) IF 101.32 (ft) -- :::::! Dispersal Cell ~[~~~ Elevation ...... .. . . .. .. _ ._ ti _ ~;~;I ~I H Dispersal Cell 101. .~: 82 (ft) Lateral Invert ~ ~_ ~ { i 1 { i J1. { ~~,{^~ ~~ 4 ~~ -1 ~ l 1 .1 1 ~ ~ ~ ~ ~ . .. 99.40 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key ~ c. I Dispersal Cell See lateral details on 10 _ Topsoil Cap o °• N c 1.5 ft • • :::;: ::::::::::::::: ' ~~ ;•••••` . . r •:••• •'~~~`~' ~~;; ~ Page 4 for number, size, and spacing of laterals ~ ,,,,,,,, ~ Subsoil Cap `~° ~ .. .: : 'r. , :.•; .; .. . ~~'~~'~' ' •r'" . Laterals are equally ASTM C33 Sand °6 Z ' •''~''~''~'' ::•:'• i l L t ral ~ : T F spaced from the © ~. Tilled Layer Aggregate m c N ~ o 0.5 ft ___l___ yp . ; ca a e : ~ .::; ::: t::: t: t 7}; . ~;~. "f ~' ~ , distribution cell s ~ centerline in the ~- A -* distribution cell (Ax6). Project: Mittl 4 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Diagram Force mai n connection wa tee or cross to manifold at sng pout. I P •=Turn-up~m'bsllvalvaor ~EX-4IExl2 I ~IZ~I clesnoutplug Holes Grilled on the bottom of the lateral. Laterals art identic at Laterals 6 Force main d PVC Sch 40 per COMtM1rI Table 84.30.5 S Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 59.22 ft Lateral Spacing (S) 2.50 ft Lateral Flow Rate 9.89 gpm System Flow Rate 39.54 gpm Total Dynamic Head 28.63 ft Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and -~ Comm 16.28 WAC pisconnect ~- Tank component is properly vented Wieser Concrete Ca aci 757.64 Volume 16.12 Manufacturer Gallons gal/inch Dimension Inches Gallons A 26.50 427.13 B 2.00 32.24 C 6.50 104.83 D 12.00 ! 193.44 Total 47.00 757.64 ~- A B C D 3" Bedding under tank. Alarm Manuafacturer _. _.._ ! LevelArm Alarm Model Number ; DLV Pump Manufacturer ',Zoeller Pump Model Number ;BN140 Pump Must Deliver 39.54 gpm at 28.63 ft TDH 0.125 in 2.52 ft 24 6.25 ftZ/orifice 2.50 ft 1.25 in 4.04 ft/sec Locking cover with warning label and locking device and sealed watertight i 4 in. min. ~- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P= ump off elevation (ft) 86.00 Do` se,tank elevation (ft) 85.00 Project: Mittl 4 bedroom residential mound Page 4 of 9 Mound Svstem Maintenance and Operation Specifications _- _--- Service Provider's Name Mike McDonell Phonei (715) 386-8692'. POWTS Regulator's Name ' St. Croix County Zoning Dept. ; Phone, (715) 386-4680 Svstem Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ffz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished •..~•,........ ............... .............. Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Mitt) 4 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pumo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mglL FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan if the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. 4f the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 is IZ N w W HEAD CAPACITY CURVE `' MODEL 137-139-140-4140 140,4140 ~0 ,2.B.G 3 ' 7:v,~/ c 137.139 25 I 6 s IS 0 a D 10 2 5 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT M!D OEWATERINC NOOCL$ IJ7/139 NOOElS lte/1110 FI. Melen Col. Llra. Col. Llrs. ~.Y 1] ]51 •a 1'I re ]AS is T• So NI 7o t.~0 N t]f )] 7)t i5 r.u a W s] i]e )5 ~O.il - - a] la] a0 II.~f - - ]~ • a5 1].>7 - - s N 1••• YK-: ]t' •{' 0 ~ I 009921 u5. vuoNS to zo so o so ca io eo 90 loo Ito ur[RS ~ I~ zw 7zo aoo 0 OM PER MINUTE ~• LI ~ !/ CO~NS~ULT F CTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200f208V or 230V -137/139 Models. • Variable level control switches are available for controlling single and three • Electrical aftemators, for duplex systems, are available and supplied with phase systems. an alarm. Double piggyback variable level float switches are available for variable level • Mechanical alternators, for duplex systems, are available available with long cycle conVds. ' or without alarm switches. length • Long cords are available in lengths of 15-25-35-50 feet (Maximum 25 • Combination starters are available for 3 phase pumps. for 140/4140 models @ 115V) • Control alarm systems are available for 1 phase pumps. • Over 130'F. (54'C.) special quotation required. • Refer to FM0806 for 200' F. applications. ,iY ce,~ _ a~ w~ tto Cnriue _ F1 A,e tan Cxix. 53 ~]s a14n Series • 60 Ibs- Sin k Seal Con4ol5ele lZion L'ati Model Volts-Ph Mode Am Si x Du kx CSA UL M137l139 115 1 Aub 10.7 1x138 Y Y N 1377139 115 1 Non 10.7 2 or 2 b 7 3 or 5 b 6 Y Y ' BN137 115 1 Auto 10.7 2 - Y Y Dt37/139 230 1 Aub 5.6 1 or t b 8 - Y Y E131n39 230 1 Non 5.8 2or2b7 3or536 Y Y ' H137I139 200-208 1 Aub 5.5 tb8 - Y N ' 1137/139 200.208 1 Non 5.5 2 b 7 3 or 5 6 6 Y N ' J 1371139 200.208 3 Non 2.6 2 b 4 3b/ or 586 Y Y ' F 137/139 230 3 Non 2.6 2 b 4 3b4 or Sb6 Y Y ' G 137 460 3 Non 1.4 2 b 4 384 or 536 N N ' G 139 460 3 Non 1.4 2 8 4 384 or 536 N N 14014140'^ MODELS Control Selection Listin s Model Model Volts-Ph Mode Am Sim x Ou kz CSA UL Nt40 N4i40 115 1 Non 15 2or2b7 3or5b6 N N Et40 E4160 230 1 Non 7.5 2or2b7 3or586 N N . No ndx4 prq .. sngle Pg4ro~K swwl nwae9. '^ Doub4e seal pulps are araiabb wth op0orul mosture saMSOrs. Seal Fat ndicala f¢It available n NFIAA 1 a NFJ~IA 4X wnvd panels Pumps must be operated in upright position. Thee phase units require a control switch b operate an external magnetic orcombination starter. fa Ir4ormation on additional Zoeller products refer b catalog on Combination starter, FM0514; Piggyback Variable Level Fbat Switches, F M0477: Electrical Ailemabr, FMOd86; Mechanical Alterna- tor, FM0495; Alarm Package, FM0513; and Sump/5ewage Basins, FM0481. SELECTION GUIDE i. Integral float operated 2 pole mechanical switch, rb external control required. 2. Single piggyback variable level float switch or double P199Y~~ `rariabie level float switch. Refer to FM0447. 3, Mechanical altemator'M-Pak' 10-0072 or 10-0075. 4. Combination Starter. Refer to FM0514. 5. See FM0712 for correct model of Electrical Attemator'E•Pak'. 6. Variable level contrd switch 10-0225 used as a control activator, specify duplex (3) or (4) that system. 7. Four(4)hole'J-Pak',iundionlwx,forwatertightconrledionor wired-in simplex or 2 pump operation, 10-0002. 8. Two (2) hole'J-Pak', for Watertight connection or splice, 10-0003. CAUTION Ail installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. f _. .. ~av Z~ :~ ~~: r ~~'` PUMP !O. MAIL T0: P.O. 80X 16347 Louisville, KY 40156-0347 SHIP T0: 3280 Old Millers Lane Louisville, KY 40216 (502) 778.2731 • 1(600) 918-PUMP FAX (502) 774.3624 SKJ77 A B C D E F 137/139 4 3/4 7318 8 118 4314 12 314 4 140 43/4 8 5/16 8 13/32 4314 15 6 114 4140 43/4 85116 8 13/32 4314 18 25!32 6 114 Manuladurers or Q~atirr PUMPS aSNCE ~~/J y I/Z- - II 1/2 NPl 0 9 05/20/2010 18:18 FAX 715 ?48 776 ACE 80]iL E: 5~::"..'E lr~'AI,. r~oo2 ,, ~~~ ~. ~7t~., ~. a,F'N's..++r7oiad, S~. trr0~7e Co; u7~ pc-l: ~ c9/8 -.za ~ ~- //-~ bcr%~ z. 3ytttr~S C s X/ao ~d+~,~~s,~~r. ~tiw ~w1 ra~~J7 QV~ ~~ XSJP~ J~~BpC+^iJ+'G6f.~iltCsd / Q~ z.~! °s Gk. sk? r96~~i. .{3'rC~. J~~ V i i~. y jj I Sr'c~ 'r / ~~~PoF j~3~v~ f~~ -_~--- _ ... ...~' -'_ .ti ~~ _ Syr ~ ~ r ~ .i .~ / „' .~' i PdCPr~,e.~fss~ ttt,~: ~ ~DO- ` ~- /' ~~/ ~' $.. 3 ~ ~ ~~ C'.LN~+9JyiAQ ben Jrpft'~++•~c'/i°~..n~o cl~w+n~ e~i.S~~c~ Sr~kbt eA~/ua~E,C/&~~ Jh' „CIA drs~1,~,,~t. ~`sr.C. y~o ~~ C. ierd~ try" , b rte., Fw i srr ~~ F:t ~, ...", ~ y ¢7,.a pesrd '" y bed y~ ~ ~e s;~, ~,a. aft ,, ~ d 1 ~~._~~roposed wct( ...'"~ jour.~f,*o., :i ,, ' ~6_ ;~ ~Cr '~r.e ,,,•'~'~, ~ Ci fir' S'f re t,~: .., ~~,Sof9 ~~ , IL AL OR ~~~i~i~~i~ ~h Department of Commerce with omm 85, Wis. Adm. Co e Division of Safety and Buildings `~+~ ty Attach complete site plan on paper not less than 8'/z x 11 inch i l li i in size. Plan must St. Croix nc ude, but not m ted to: vertical and horizontal reference poi (BM), direction and J ( ~ P cel LD ~ % ' ~ ( ~ l/ percent slope, scale or dimensions, north arrow, and location a d disFaTidek~]iX~r.~3t ~~~ . - ~ - (~ Please print all information. Reviewed B y Dat Personal information you provide may tie used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). _ r/ ,Y~` ~~ ~ D Property Owner Property Location French Homes, Inc. Govt. Lot na SW1/4, NW1/4, S35, T29N, R17W Property Owners Mailing Address t # Block # Subd. Name ors ~Sf~# ~ ~~ ~ P.O. Box 350 na ~~ Croix Hills Y r r ~ T -- City State Zip Code Phone Number ity ^ ~Ilage ®Town Nearest Road Roberts WI 54023 715-718-2929 Hammond 1~89~irSt ^ New Construction Use: ^ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ^ Replacement ^ Public or commercial -Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. Des~in, system elevation 101.31ft based on contour line elevation 99.40ft. No deviation from site General comments M ound ~ ~ and recommendations: area with out~i'rst contacting soil tester due to poor soil conditions. n ^/ - /v'~?-5 r i~E.. ~~C~.~C ~~ 5 #1816 Page 1 of 3 Steel's Soil Service, Inc. V 1 V Boring# ~ Boring ~~ ®pit Ground surface elev. 99.40 fl. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. 'Eff#1 'Eft#2 1 0-8 10yr3/3 none I 2msbk mfr cs if .6 .8 2 8-13 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 13-24 7.5yr4/4 fid 7.5yr5/6 sl 2msbk mfr gw na .6 1.0 4 24-48 7.5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 Boring # ^ Boring ^ p~ Ground surface elev. 99.40 fl. Depth to limiting factor 20 " in. Soil Application Rate Horizon Dep#h Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 1 0-10 10yr3/3 none sil 2msbk mfr cs if .6 .8 2 10-20 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 20-28 10yr4/4 fif 7.5yr5/6 sicl 2msbk mfr gw na .4 .6 4 28-36 10yr4/4 cid 7.Syr5/6 scl 2msbk mfr na na .4 .6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: ~y,,. ~ CST Number David J. Steel `~., 't--/ 248956 Address Steel's Soil Service, Iric. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/6/2005 715-760-0347 ~O~ SBD-8330 (R.07l00) Property Owner French Homes, Inc. Parcel ID # Pending Page 2 of 3 Boring # ~ Boring pit Ground surtace elev. 98.10 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-6 10yr3/2 none sil 2msbk mfr a 1f .6 .8 2 6-16 10yr4/4 none sid 2msbk mfr gw na .4 .6 3 16-48 10yr5/8 c2d 7.5yr5/6 scl om na na na .0 .0 ^ Boring # ~ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Etf#2 ^ Boring # ~ Boring pit Ground surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Ett#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/Land TSS <_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.07/00) SteH'S Soil SErvke, Inc. STEEL'S SOIL SERVICE INC. David J. Steel French Homes Inc. 994 200' St. CST-POWTSM sw1/4,Nw1/4,S32,T29N,x17w Baldwin, WI 54002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Croix Hills Lot, 5 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' • =Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 99.90 ft ^ Top of 3/4" pvc pipe =Borings Boring Elevations B I = 99.40 ft B2 = 99.40 ft B3 = 98.10 ft B4 = 0.00 ft 3of3 N a2~ ~'~ -. ~6~ ~~~ 5~, ~~ ~~ ' ~ i y'1'io'^" ;~ 3 ,~3' ~ ~6Y1~pkrh s' ~ ~vSj~' ~~ ~a~ 1 . mar ~~ ~ ;~~ c~ ~ ~o~F'a- s~ i w N z ~ ~' w ,-~ o . V ~ U ~' ~"ol I Q 1"' UTLOT 1 ~,,,,,,,,,,,,,,,,e UNPLATTED LANDS Q~Z) ~~~~-~zJ~ ~ 9769 S.F. s.~~~; EAST LINE OF THE SW 1/4 - NW 1/4 I a~~ =I I 0.22 Ac. S 00'17'02' E 1309.93' ~~ ` ~ ~ ~ ~ 472.05-N 00_51_58" W 684.05' -R 66 ~ 146.00' -~ -171.89' 229.00' 225.00' a ~ ~~j., ~ ~------ .~.~_ '- - - ~ \I ~ --N 00'02'29" W 625.89'-- 10-~ iL i I ~ n '_ ~~ _ J~ rn ro~ror =. nu ~ Q I ( n ~ ro I ~ O Obi 3° i ~ a < `- J I I ~~ Q h a~ M mw~ I ~ w 3 I r-N 00'17'02" W 318.24'- In tri ti I ~~ u ~m~< ~~ ~ ~ m ~a IM O^~m I~ a a ~ ~ ~ ~x~° a ow a~ w m , 2 V1 ~® I ~ ~ ~ I U) ~ I ~qva' i v.~ _~ ~ N y< 1 ~ ~ m ~: h o So.~ I ~ 50 ~- --- ~ i Z ~ B - ` I I i I ~-N o0'17'oz" W 31s.s2' - I / ~.~"" I ~ Z ~ ~ Q~- I I~ 1`~ ~ `1 m 1 ~ ~ Q m I I \~ I~ Z ~~ w N p o rr~ ~•• 1 1~ \ w p m "' N ~~~ J '~ 01 lalN~W oo O ~ Q F,s ~ 3 \ \\Nm / ~__ --~-178.17'-- - ® 225.00' ~~ w Fp~'o~ w ~ N "r°~ M M \ `'`{' ~` 4n/ ~ % .C4' ~ ~ •~ ~~ ~vr~ ~rrS~~00~'272~'47" E 4 3.17' ° M ~ ~~ p'NI ~ `iCD ¢'- [~ [D ~ l.;\~ ~ \` -tea ~^ i ~ ~ Y.7YcrY ~JY~1,'Pii PJ ~ ro ~ l` ~~ O 4 ~ ~ ~ M M ~ ~ ~c~. \ ~~!\ i ~ ~ ~ N 0022'47" W 403.17 ~fO ~ O Z >) ~ ~ . 7 ~ ~ ° \d+ m ~ C - -203.49= - - 199.68= - ~ w ~I o \ ~ ~ °a ~ (I ~ o \ \ O~ N I Z E I~ ~z Pmu< 8 ~ N 4 N a ~ w ~ e <o \\\\ O~NOI w E~~ 0 3 ~m~o m a F M ~ , 1,U ~ 1 1I 50~ ~pnj Nm ~ ~ O N m ~ ~N~ ~ I I N ~ g0I ~ , I in m 33' 33' ~ uo ~ w m m O z Z 6~b 3 ~ a° I I I I os'F /~~ -~ ao ~ w roil .°w of '~~ ~ ~ N Q `""~ ~ Q_ ~O t 1~ '1 aO1o L~°° a ~~Za ~°~ Z N V! N O W N!_~ N- ~~ ~ E ~ ~`O ~ In ~ ~~ _~ ~~ W ~o-~..- HMO NI 3 a 0 0 ~ o a f~ ~.. a O~ ~ ~ -°o Z ~ o --548.08'-- - ~_ °~ 3 w U Q ~ ~ 40 ~O N N 3 z '4~ 678.52' 80 X00' 156.15- -' - -186.49'- - 203.44= `~ z 1306.52' n N 00'34'50" W 1306.60' ~ n _ ~J~ - - ~J ~ M - - - - - 13os.52' _ 190TH STREET ~ =" _ - - N 00'34'50" W 2613.04 R.A. (NORTH) WEST LINE OF THE NORHTWEST 1/4 UNPLATTED LANDS COZ~I 'iYd 6L~BGl 9002/Ll/8 '6mp~ad-1Vld lVNld\1Vld IVNI~\PPo C\Ot0-fLl\66l-OOl\3 t = ~ ~ -1 1 Ot~`17'0~ ~47d ' /~ ~ T y / ~ °•~ t ~ ,',' Imo/ d' / / / 1 ~ t ' ~ r7 / ! / / ~ / 1 ~ ~ / ~ ~ ~ I t~^^i /~ ~ ~ rn ~ tl / / / ~ ! ~ (i j l t i /t ao ! ~ ~r / / / ! 1 ~ 1 ~ j t / t C~ t~ t m Z t 1 /t ~ i ~ j /( { I ~- -L t--1- f ~ e-/ / t _~-- f----I- ~~t \ ~ ` N 0'117 0?.~' Wt 31 Ei.E - t z t -1---- j -W 70. 3' I I I cv \ 1`! ~ 1 ' t i! ~° `~ ! I N~34~2 1 I ~ ! I 1 ~ I ,~ ~ i t~ ~ ~ I. I ,~ I, i I I I I 1~ .1 j' I ~; t ~ f ~ ~ t ( I I ~ ~ `, i ,1h ~~ I ~ i ~ ~ w~, I i I ~ I j T \ j ~ ,~ 1 1~ ~(` 4 I ~~ I ~ ~~~ I I I f I I I \ cN 1 1 ~,r, r- ui ~ 1 lr) ~ . di I I 153 1 . ` 1 1 \ 1 ~\ , 1~ ~ m 3 -~ c.Cy~ 1 1 i ~~ -~ - 1 ~ 1 ~ \ ~~' s\ ~~ c 00'3 '35" i ~ I ~ ~ ~ o ~ `' i F 1 cal \ 1 2 ~ h~ ~ \`~ ~ ~ ~ 15q 00 ! t i ' 1 ~ .-1- z zl 1 \ ~6,~ ~ ~ v ~ . y~ ~ t ~ 1 rn I Q ~j. ~ { ;1, ~ ~ 1 J ~ ~ o ~ i ~ ~ I I I~ s ~ ~0~, r~ % ~ ~/~ // ~. / ~ j t ~ 519'30„~ '~~/ , r~~ ` / m / s~ 1 N %_,~ ~~ r / ~ / ~ L/ r~ ~ ~ o `n // ~ l ~W ~~~ / 1 ~ 'rr rrr/'~ ~t ~ I I \ M L}: .r~ r '~. ~S / ~ ~ ~ ~ ~ 11 ~ ~ ~ j q~ m m i~ ter' ~' '~ ~ .. , ~ ~, o ~ , z v ;, ~, map to ~~ ~ --~ b7 30,x° 4 ~ 80 , ~ W '~ r r ~ ~r,~ /~ ~ tl~ U `` ~ N 00'34/50" W ~00' ( ~ ~ N ~ ~ / /~ ~~ ~~ i ~ ~1~.= / t / - n r'Y / ~ ~ ~ I COI aj t ~ ~ t a o rr / t l O •Imz rrr 318.5 'r^ / I 30.00' ( tZ 8 ~ ~~o~ A ~r-/1» ~~! I1 /~A 7 /'1 A ~ G WiBCprtsin Department of Commerce ~E ~OI~L~ EVAL ATIQN REPQRT DiYlSlon of Safety 2nd BUlldings ;rt 8mordance with Befrt~HH~ A_R Adm Cede 2214 Page t of 2 A.C.H. Soil & Site Evaluatlans Adach complete alto plan an paper not 1 i` Sn 9Y. ~~chis i s ze must include, but not Ilmited to; vertlcel and ~ t81 refe~ce >~ ~ petcent elope, eC81e or dimemsior~s, north ,and ~d• County St. Croix parcel I.D. 01 11 000 018-2 • , Please print all •° Porsonel lnfonna5on you provide may be used for ondary Wrl (Privacy Law, s. 15.04 (7) (mJ). _ Reviewe y Dat s ~ ~/ Properly Owner Property Location Keith & Molly Mitt) Gong. Lot SW 114 W 1/4 35 T 29 N R 17 W Property Owners Malting Addross 1814 Bath St. _ Lot # Block # Subd. Name o CSM# 11 Croix Hills, 1St Addition __ _ _ City Stets Z!p Code Phone Number _ City Pillage _j _f ~ Town Nearest Road Hudson ~ WI 54018 Hammond 66Th Street Code derived design flow rate 6.0 GPD New ConatruGtlan Use: 1~ Residential /Number 4f bedrooms 0 4 _ . ___ -_,,,, Replacement ,,,,f Public or Commercial -Describe; Parent material Glacial Till __. -- _ __ Flood plain elevation, K applicable na General comments and reoommeadations: Soil evaluation completed to verify suitability of soil at eastern edge of pending mound location. Soil r.~nd'dians verified by Ryan Yarrington of St. Croix Co. Zoning Oep't. ) -~ I ~ I Boring # J Borng II~_JJ /~ Pit Carpund SUrtaCe elev. 8~.77~, ft. Depth to limiting factor ~1$~~ in• Sod AppliCetion Rate ttCrlZOn Depth Domiraartt Color Redox dgsoriptipn Texture Shucture Consistence t3oundary Roots GP DIk' In. Mansell t]u, 5z Cant Color Gr. Sz. Sh. 'Eti#1 'Etf#2 1 0-7 10yr3r3 none sil 2fgr ds as 2f,1m 0.6 0.8 2 7-14 10yr4J4 Wane sd 2fsbk dh cs 2f,1m 0.4 0.6 3 14-18 10yr4/6 none scl 2msbk mfi - 1fm 0.4 0.6 I 2 I eorlna # -18oring I,,,,-,J ,~I Plt C,rpand Surface eVev. 9808 ft. pepth to limiting fader ~'2z~~ In. Sail Applicatiat Rate Horizon Depth in. Dominant Color Munaell Redox Deacrlptlon Qu. Sz, Cons Color Texture Sttudure Gr. Sz. Sh. Cansistenoe eoandary Roots G.P, "Eff#1 DJ,(~? ._,. ,~ `Eff~2 1 011 10yr3/3 none ail 2fgr ds as 2f,1m 0.6 0.8 2 11-14 10yr4/4 none scl 2fsbk mfi cs 2f,1 m 0.4 0.8 3 14-22 10yr4/8 none Yscl 2msbk mfi - 1fm 0.4 0.6 ~ ~~ A `Effluent #1 =GODS} 30 a 220 mg/L nd TSS y30 ~_ 1 0 mglL uent #2 ~ BpD ~ 30 mg/L and TSS K 30 mg/L CST Name (Please Prlntj y Signatu CST Number James K. Thompson _ ~~~. 3802 Address A.G.E. Soil S Site Evaluatio Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 5/19/2010 715••24&7767 T00[~3j "ITdA~ ~,IS '8 'IIOS 8 D ~ b9LL Bt~Z 5TL X`d3 L0~'6T gT4Z/TT190 ~ /O~ ~ e dQ fuctf/a~--r f~y~': /ko~rp~r-'~ ~"/r~I/a ^ SQ,/ e /g/~a.+~'d.-, p, ~ ,fir C~. s~.rG~ /3/oo~a s $ ca. /e.: ~ .~_ ~. Swl~j//7u.71'y Se.a. 3S, r. ~~rt., i ~. / yyJ.~ ~ . of Barn ~rl orb G; S~ . CrOi,~ Cdr [,~? (. ~Oa/. ~ CJ/8 -..2.0 /~ //-!.~ Prbpasc.d -nou..+ d a~ ~s o~:r /s~z. y3'~a/ S is r2a ' a/!.S/ac`'Sa/~/, ~a4.r- (VJ /a.~e.-,~lS a6 /s~ri"~.69~ ~v'/~'"e~~:.~ES.~oaecd 4 ~ .2 .SZ.! ,.S a~. StO P/, E. ~ .rep. rr~a: r-. Y ti y~ ~,S~ope y .-~-r- ~ m ~ R. b ~ O 4` ~~ -oposc.~! ~,ures~rCo.~e~~~c, kauso%so - @o.nb,~a Eaer7 3[p6 G.R~~/f'AL.~~ C~in++7/ ~r~/r t~f STF/G81(c r~~u an ~ ~''/~.~,t~ /a4..,~ de'sa~+¢..~ ~. S/'suC. yf0 ~d.C. t%~+~e~ 93 ~~ ~reposad ,~~ y bid M~ ~ Rc s,~(o, tl ~~4 J r 1 ~~ropased uJatf ~' .~ ^ ea- F' r ^ 8! -~ ~ ` ' .f~ of ~'~ " +~ P~G~orpQ. ~4xsK+rre..d ' lil~~ Sf.rt [.~' J aoo ~ •z~na ~srs ~ ztos ~ ~ v ~~. ~ a~~ bBLL 8~Z 5iL XV3 LO~bi OTOZ/iT/90 06/29/2006 14:03 17158331381 GOTTFRIED ENV PAGE 82 ~` ~ ~+NORTH i ,\ '~ I ~~ Scale: 1" = 50' ., mailing address: P.O, Box 350 Roberts, WI.54023 715-781-2929 ~\ ,~ ..,.. ,-, ~ `^ . ~\ proposed ~ , well _ : ,... ~ --• r' ' 1 propc \ `..:.....proposed garage \ ' 1 4 BR i - 85;46' ,' ~ residence -K..~"~,` .. - - ~ pro~losed wmbination tank"~ ? ~~, :, ~ \ 125d,gallon septic tank , ''~~ ' ,~„ 750..g~llon dose chamber ~, \., ~~""~• Force main length = 100 feet maximum - ~ '~~-..:,, ~ Force main diameter = 2 inches ~`" ~.,,` ` \ Note that force main entry is ~., ~• ~ ~•~ From the down slope. Trench ~~ BHP 3 ; , for force main shall be no wider ~ 98>A'••• `~ ~, r ~ r f ~ ~ ~ 9:4D -- ~ .. than 1 foot, ~ ~ ~J ~,-~,~ __-.~- ~., :~~ , ~ ~\ .40ti.• ~., ~, ~... f~~' Primary BM =top of 314" t~t/C dips - ,\\ ~_ Elev =100.0' on top of pipe' , ,~ ~ Proposed rd. • ~ -~ - 109.40'. '.;.~' -'',,, r' . Secondary t3M = top of 3/4" PVC pipe, ~ ~ .r-~9~c~t. Elev = 99.90' On top Of pipe , ~ ' f f o,~ ~a .~' ,,.~ fr, r ...r~ '' ~~, yr'.~1~ ~r ~ ,% ~r r„/' r ~,.. {`JOtifClCd EnY~rUnmen[a~. ••"`~~^ \ f:li M, Ciunt'riec~;~;, CSTM, Designer •Fvaluatio»: Movnd design t:'licnt: 1?ave steel, Stecl Soil'1'~ting Srv \ Datc; 20 Mar 06; litv'd 15 June 06 ~ Sigrtaturo; I ~ J \\ French Homes Incorporated ~~ Lot 11, Croix Hills ' SW NW 35 2917VU Hammond, St. Croix 66" 53" z r m (_~ m -~ D z N D ~l fTt n z c c N ,, ~ ~ ~~ D c Zm ~ Np ~ n D O Z TZ. ~ ~ VI r*i ~ C O t/~ ~ ~ X ~ n N m m m p p n D O Z ~ D n C~ -a r.~ m N (n J R1 A m n O O C Z ~ n r'7 ~ ~ f*1 m ~ Z r*i -a N II 51' " o C r r*t -i ~ D ~ Z Z ~ ~ O N D D ~Z ~ m Z v Z r~ p rN ~ n W ~ ~ D ~ C r < \ O m 2 m U) r p D Z = Z D m r*i N ~ m ~ ~ Z O ~ ~ C ~ O ~ Z ~ --I O ~ N ~ O Z C N ~ ~ ~ O ~ Z rn O m Z r m -i £i6" '--~ _~ I v s s r r Z Z p O O frrl m ~ D m Z ~ _ ~ -i ~rQJ~ Ij2~C7~~N O n O~Z D~Z rnp~pZmDOOD- D -~NpN p O-O"IG)GDZm-~irr-Z D mOOmDO ~p~ =~OA~ cn n ~ZC ANC r- r-~ IV Z ~ ~Zmn~~ ~mmrnN~m :4,\ _ D ~ DDS ~r-~0 Cn '~ rv ~ ~ V mf*I O7 ~fNTI O A~~ OO N [+~ I p - O N~ Np~ DD W Oo W ~. p Z D~ r''i-gym N W N ~ ~ (n rD D DO N ~ m D \~ =r Z r~ m n '~ Z - ~ D A Z ~O~ ~~ n ~ D CN r ~m n o ~~ ~ 00 O ~ ~ mr A ~ O m c m D r _A N fT1 A -'-~ Z T~1 `N~nn V V~ /~ O l J v ~~ n ~ '""~ f'1 /~ ~\ O = W125O 750-MR WIESER COOCAETE SCALE:1/4" = 1' REV NO. DATE: ~ ~ DRAWN BY:SWT ^ Z SEPTIC MANUAL W3716 US HWY10. MAIDEN ROCK, WI 54750 DATE: JANUARY 2008 'J ~° REV. JAN. 2008 800-325-8456 FI~E:W1250 750-MR OwnerBuyer Mailing Addr~ Property. Address ~ "l (Verification required from & Zoning Department for new construction.) City/State ; ~~,,~ Pt„ o N Parcel Identification Number L> ~ g " ~~(~ ~ (~ - ®p LEGAL DESCRIPTION Property Location $~ X1/4 , (~`~ %4 , Sec..5 ,~ , T met N R l ~ W, Town of (-~ vv~ w.to h~,1 Subdivision ~' fl , ~ f~ `, ~ ~ s ~ ~ ~~-~ ~ m „~ Lot # ~. Certified Survey Map # ~ 3 ~ ~ C~ Volume C ~ ,Page # / T Warranty Deed # ~~!' ~, (p ~ ,Volume ,Page # Spec house yes Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three •years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a'treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department 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 andlor (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Plaruiing & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe arn/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Numb bedrooms G ATURE OF APPLICANT(S) w/ ~ / ~C~ DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM A. y. ~~' 337.04' ~,.. __ ~, , ~ 3 ~s a:~ I a; f I ~ ;. ~~ ~~ - . I ,~ I .~ ~rr: ~~ ~ ~~ ,:~ ~ Iz ~o .~ ~~ o ~.~~ I o I a,~ 511.86' ~'- L0~ I +,~ 351.44 I I .~ 1599 z~ ~ i I 3.6; M ~696.1~2 0 ~ o .I .~ - 4 LOT 11 ~ ~ LBO - , I. a, ~..0 O 10 ~~~~~,~~ ; ~~f . rn 102007 S. F. ~' I y ~ r,., I, I } ' ^ ~ ',/'? ~ I t v , I ~ - N ~~ ~ oL_ ~~. i= - ~ o I I ~ ~ ~ - ~ ~=1 _ __ _ _ _.-- -- - i o --~ ` ~. ~ 6 6.00' c_n / / _ ---60_83 __Q__ °- ,--------~°---341 I Z ___. - / , I / ,O,-~ ~ ~ , . ' ~ w S 89'42'58" W 468.6 i ~ '~ ~ W 66TH STREET ~~ ~~ % °'- w ----- ~g~6~~- - w ---- ;, ~ ~ ~ ~ -~ 2~ ~ / O ~ °~/ ° ~ 2. ,, ~ ~ ~ l OT _ ,~2 ~, ~~ / LOT 6 ~ ~ CROIX HILL .' 6 ~ ~~ 6 \~"~ \ I \~ ~~ \~ ~ C9 ~~~~~ ~ ,; ~~> ~~ ~~~ _ ~ LEGE ~ ~ ROADWAY SETBACKS ~~ __________ __ ,2' U1ILITY EASEMENT , State Bhr of Wisconsin Fortn I-2003 WAItItANTY llEED Dixument Number II Document Name THIS DEEll, made between French Homes, Inc., a Wisconsin Corporation ("Grantor," whether one or more), and Molly S. Mittl and Keith J. Mittl, wife and husband as survivorship marital propeny ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum) Lot I I, flat of Croix Hills First Addition in the Town of Ilammond, St. Croix County, Wisconsin !IIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIII . ° ° °aeozs's ' ' KATHLEEN H: WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 08/19/2008 11:OOAM WARRANTY DEED EXEMPT N REC FEE: 11.00 TRANS FEE: 120.00 PAGES: 1 Recording Area Name and Return Address i L River Valley Abstract &'1'itle, Inc. 1200 Hosford Street, Suite 201 Hudson, WI 54016 File b 2699749 018-20]7-I1-000 Parcel Identification Number (PIN) This is not homestead property. {is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights.of-way of record, if any. Dated August 18, 2008 French Homes, lnc. /. - (SEAL) l~~ ~. ~ (SEAL) * Troy W. French SEA[. AUTHENTICATION Signature(s) authenticated on STATE OF WISCONSIN Tl'l~l.E: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706,06) TlilS INSTRUMENT URAFT'ED BY: Attorney Doug Bcrg 1200 Hosford Street, Suite 201 Hudson W1 54016 ACKNOWLEDGMENT STATE OF WISCONS[N St. Croix ss. COUNTY ) (SEAL) Personally came before me on August 18, 2008 the above-named Troy W, French, President to me known to be the person(s) who executed the foregoing instrument and nowledged the e, ~. _ ~ _. Notary Publ~JState of Wisconsin v !~ Q My Commission (is permanent) (expires: O(• ~ ~ ~ U (Signatures may be authenticated or acknowledged. Both are not necessary.) NO hE, "PHIS IS A STANDARD FOKM. ANY AfOUIFICA'iIONS TU THIS FORM SIIOULU BE CLEARLY IDENTIFIED. 1i'ARRAN II' DEED ®2003 STATE tiAR OF WISCONSIN FORM NO. I-2003 ' 'Type name below signatures. 1 0( 1 '~ j$clp~$j,/~ E SOIL~EV~~it~PC Department Of Commerce '-_.-~~: ~ to actor" ante with comet 85, Wis. Adm. Division of SafetyandB 'dings ~•...~y~y~ ,~:~ r is ~i~~~; Attach complete site plan on paper not 8%: x 11 in' hes in size. Plan must include, but not limited to: vertical and horizonta nce oint (~tpt)~~~~T~/ percent slope, scale or dimensions., north arrow, and locati and distance to nearest road. Please print al! information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). #1818 Page 1 of 3 Steel's Soil Service, Inc. County St. Croix Parcel I.D. Reviewed By Date I Property Owner Property Location French Homes, Inc. Govt. Lot na SW1/4, NW1/4, S35, T29N, R17W Property Owner's Mailing Address t # Block # Subd. Name or C M# ~ ,~ 1~ ~ f I P.O. Box 350 7 na Croix Hills City State Zip Code Phone Number ity ^ Village ~ Town Nearest Road i~ LT ~'l./F ~ ~' Roberts WI 54023 715-718-2929 Hammond 190Th St New Construction Use: ~ Residential /Number of bedrooms 4 Code derived design flow rate 600 GPD ^ Replacement ^ Public or commercial -Describe: na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft. General comments A+ 0 Mound Desi n, system elevation 100.75ft based on contour line elevation 98.50it. No deviation ftom and recommendations: to poor soi onditions. contacting soil tester du e site area wlt out Irst C / ~ JR'a'E'~ ~vS i ~ IKC'Q t~ i ~`Q.~ __ U 1 ^ Boring Boring # Pit Ground surface elev. 98.50 fl. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr aw 2vf .6 .8 2 9-16 10yr4/4 none sicl 2msbk mfr cw lvf .4 .6 3 16-20 7.5yr4/4 f2d 7.5yr5/6 sicl lmsbk mfr gw lvf .2 .3 4 20-39 10yr5/3 c2d 7.5yr5/6 scl om na na na .0 .0 ~~ * Effluent #1 = BOD s - 30 < 220 mg/L and TSS X30 < 150 mg/L 1 * Effluent #2 = BODS <30 mglL and TSS <30 mg/L CST Name (Please Print) A,,,, , „'` Sig ure: j '~ % i^ ~ CST Number David J. Steel ~ "~` ~`_~,,. i Z1' 248956 Address Steel's Soil Service, Ina ---"` / Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/6/2005 715-760-0347 2 ^ Boring /' Boring # ®P't Ground surface elev. 98.50 fl. Depth to limiting factor 9 ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cw ivf .6 .8 2 9-11 10yr5/3 fif 7.5yr5/6 sil 2msbk mfr gw ivf .4 .6 3 11-42 10yr5/3 c2d 7.5yr5/6 scl om na na na .0 .0 a~su-a~sv ~ n.v nw~ G' ~~ ~v y L v..iv r~~ r~v~rr ~ovv r _.__ --~ - o ~• ~ ~ Z I_, ~ t ~ 1 .' o ~,z , / ~ v I •o ~ i~ i Z D ]~ ~ i .v 1 ~ ~ . ~~~ obi D ~~~ ~ 11 `o I i / /o~ p1 ~ / i / ~ + '7 / ~ cn ~ ~ Y r=*, - ~~ ~ 1 z ~ 1 ° \ 1 • `I 1 ~ 00 ~ ~. lA\ ~ a\ `1 ~ (~ L_ \ ~ { ~ ~.~ \~ 1 ` \ ~ 1 `~~ t ~ ~ ~~i5~1 I ~ ~ W' ~ ~1 ~ ,can 1-.~ ,~ ,~` I , 1 ~', \ ~ i rn ~I W~ `~D 1 i ! 1 ~ i l ~ v ~ ~ I 1 , I ~, I 1 "F'1 I ~ I ~ 4 I I I ~ I ! I ~ I I I ~, o ~~! 1 1 I ~ I ^I ~ \ n'- ~ ~ OL M ,.LZ •b.£ N 1 ___-I__ -1--- _ / ` j I ,£ __j ___-~ m ' 1 3•f3!£ IM0,41.0 N I U j , I 1 ~rt 1~_ -F--a --y-` ~ '-- ~ l 1-t- -- I- , /~ --T- ~ i ~ r ' ~ ~ 160 ~ ' ~ ~' ~ _ / ~ --~ I it I/ ~i ~ i i i i 1~~0D'U~Dii i ~~ ~ ' 1 1 ~ 1 1 .. ~ / / / / / / 1D i ~ ~ ~~ I 1 ~ r bs © / ,~ / I / / / r -~i ~ o