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HomeMy WebLinkAbout030-1083-10-003 ti ~ 0 0 c ~ c I 0o a ~ I ~ I ~ I 0 N I N oi I 0) CO Cl) LL I y w c I a ~ I 0 N ow I z co I 6 LL C z a 3 0 -0 a~ Q o~ I I v ~ I z E rn z = o z `m d c,j a m c I E z o I z E ~ M I 9 (D I c I 0 Z z O z N p c 'a O d 0 N I N R E E rn ~ O Y a N y c d C p I CO G rC IL a c z > o a I~ t t 3 U I 0 •N caaa y I 'o co y N o U) h J V j= rn rn I 4) 80 Z?5 hA•iy o o E a m c a X v7 a~i rn X cn ns 0 LL m o A O n 0 Cl) C H C 0 3 M 0 c U- o 6 0) a) C> . d Y C -p N N d 10 O O 00 4Ni m 0 N C CD U i p N 000 ..Nd.. _ C_ d Ln O M CA ~ O E R R U • O N fn r O z ~ v I € a I cc v C~ • cL N .v d n E c c t =lo a t o N V ' Parcel 030-1083-10-003 05i26i2006 08:14 AM PAGE 1 OF 1 JOSEPH Alt. Parcel 29.30.19.299E 030 TOWN OF SAINT J Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - GRAEVE, BRADLEY J BRADLEY J GRAEVE 1372 FOX RIDGE TR HOULTON W1 54082-2303 Districts: SC = School SP =Special Property Address(es): Primary Type Dist # Description ' 1372 FOX RIDGE TR SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 8.055 Plat: N/A-NOT AVAILABLE SEC 29 T30N R1 9W SE NW 8.055 ACRES LOT Block/Condo Bldg: 15 CSM 7/2040 FORMERLY KNOWN AS LOT 14 CSM 7/1809 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 29-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1021/291 WD 07/23/1997 1021/287 TI 07/23/1997 1015/569 LC 07/23/1997 797/214 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/26/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 8.055 149,500 289,900 439,400 NO Totals for 2006: General Property 8.055 149,500 289,900 439,400 Woodland 0.000 0 0 Totals for 2005: General Property 8.055 149,500 99,900 249,4000 Woodland 0.000 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 138 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER Ad RESS 1 ADD 'J r' S ~Y SUBDIVISION / CSM# LOT # SECTION. T N-R W, Tow of w~ ST. CROIX COUNTY, W SCO SIN PLAN V E SHOW EVER THI FEET OF SYSTEM s,Q~~er 49107 1 _ N I =yos 69' 9107 0'-7 77 9' o 1 INDICATE NORTH ;A Provide setback and elevation information on reverse of this -fo Provide 2 dimensions to center of septic tank manhole cover. t BENCHMARK: o m - ~QCJ ALTERNATE BM•~ ,9~ fa~ ~i1cj g SEPTIC TANK / PUMP CHAMBER / HOLDING..TANK INFORMATION Manufacturer: UJ!~-mac Liquid Capacity: Setback from: Well House Other Pump: Manufacturer Mode1#0 S_ Size Float seperation 7 Gallons/cycle:S Alarm Location SOIL ABSORPTION SYSTEM />Jeo~t,tlp Width: Length_ 7 ' Number of trenphes Distance & Direction to nearest prop. line:- Setback from; well: /SS House' Other ELEVATIONS Building Sewer ST Inlet. ST outlet 88, 72 PC inlet gg °Z_ PC bottom --Z pump Off Header/Manifold /Q- Bottom of system /®J 15 Existing Grade, Final grade &1ZR9 DATE OF INSTALLATION: PLUMBER ON JOB: LICENSE NUMBER: INSPECTOR: 3/93:jt LOCATION: .4T. JOSEPH 29.30. PRIVATE SEWAGE SYSTEM Wisconsin Department of industry, County: Labor and Human Relations INSPECTION REPORT Safety and Buifdings Division (ATTACH TO PERMIT) Sanitary Permit No-, GENERAL INFORMATION 19911804 Permit Holder's Name: ❑ City ❑ Village (y Town of: State Plan ID No.: RAEVE, BRAD ST. JOSEPH CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 10-003 / IDD 030-1083-/610- A1161-1 - INFORMATION EVATION DATA A9300209 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. i 057, ~j 717 Septic Benchmark /X) . Dosing Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic NA Dt Bottom , Dosing a S /6 Z/ ' ~J NA Header /Man. Aeration NA Dist. Pipe C4,/ /oa, 5-4 Holding Bot. System PUMP / SIPHON INFORMATION Final Grade Y. Manufacturer Demand , g0•~ ~ t. Model Number - g J 4)- GPM TDH Lift Friction System a,5 TDH ~,~O Ft oss Head Forcemain Length 95' Dia. a 4 Dist. To Well SOIL ABSORPTION SYSTEM PIT No. Of Pits Inside Dia. Liquid Depth BED/TRENCH Width Length j No. Of Tenches DIMENSIONS DIMENSIONS / SETBACK Manufacturer: SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING INFORMATION Type O CHAMBER Moe Number: 9, SS i w/ OR UNIT System. n DISTRIBUTION SYSTEM Header/ Manifold Distribution Pipe(s) x Hole Size X Hole Spacing Vent To Air Intake 1 ~ /i y D Length Dia 11 IZ Length -2-~-Z Dia. I ~a Spacing / 7 g S SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over $,t Depth Over i~ ( xx Depth Of xxSeeded/ Sodtt~ xx Mulched Bed /Trench Center I Bed /Trench Edges )I i 1 Topsoil Yes ❑ No Rtes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: ST. JOSEPH 29.30.19.299F Plan revision required? ❑ Yes [EI'No 15 Use other side for additional information. Signature SBD-6710 (R 05/91) 0;3u Date tispector's i Cert. No. 2~3~ • 1 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: Q Y~1- .1 S _s E_r PT: -qq 7 U -T T ID E 7 p ~i 1y e E - I SANITARY PERMIT APPLICATION COUNTY In accord with ILHR 83.05, Wis. Adm. Code STATES NI ARY PERMIT -Attach complete plans (to the county copy only) for the system, on paper not less than ❑ Q 8% x 11 inches in size. h k re n t previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPE OWNER PROPERTY LOCATION '/a '/4, T , N, R E (or) W PROPERTY OWNER'S (LING ADDRE LOT # BLOCK # Cl -44E 1 14 TATE ZI COD PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER V -Y71 7 II. TYPE OF BUILDING: (Check one) El State Owned ❑ VILLLLAGE : NEARE T ROA ❑ Public ~ 1 or 2 Fam. Dwelling-# of bedrooms~ PAR N AX N BE III. BUILDING USE: (If building type is public, check all that apply) _ 0d ' /0 - a a3 1 ❑ Apt/Condo / l~ 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 30 Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 40 Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 130 Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5.0 Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 3 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 12. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. ATE 6. SYSTEM ELEV. 7. FINAL GRADE 05/ 1-3 _ REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/d y/sq. ft.) (Min./' ch) ELEVATION ~5 Feet Feet VII. TANK CAPACITY Site in gallons Total # of Prefab. Fiber- Exper. INFORMATION New dating Gallons Tanks Manufacturer's Name oncrete Con- Steel glass Plastic App. Tanks Tanks structed Septic Tank or Holdin Tank O F1 1:1 1 Ll Lift Pump Tank/Si hon Chamber S VIII. RESPONSIBILITY STATEMENT 1, the undersigned, assume responsibility for installs 'on of the onsite sSwage system shown on the attached plans. Plumbs s Nam (Pr' t) 7umbes natur :(N S) MP/MPRSW No.: Business Phone Number: i P m er' Addresg (S reet, City, State, Zip ode): `P IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing Age L~ E] Approved [I Owner Given Initial Surcharge Fee) Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD4W8 (formerly Plb-67) (R.11/86) DISTRIBUTION: Original to County, One Copy To: Safety& Buildings Division, Owner, Plumber INSTRUCTIONS r 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be submitted to the county prior 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 & 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 in line A. Complete ine B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if *anks 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 13% 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; close 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 surcharces (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. SBD-6398 (R.11/88) STC-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), thenia 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 _ 7,0 Location of property _1/4 alG~l 1/4, Section , T~_N-R-W Township Mailing address Z? -7 Address of site subdivision name Lot no. Other homes on property? yes No Previous owner of property Total size of parcel Date parcel-was created 'Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house)? Yes No Volume,Al / and. Page Number ,V as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICA'T'ION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER & 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 best of my (our) knowledge that I (we) am true to the virtue owner(s) of the property described in this information form, the warranty deed recorded in the office of the County Register of Deeds as Document No. 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 be recorded in the office of County Register of deeds been duly as Document No. • 4c? Si na ure`o a cant Co-applicant I Date of Signature Date of Signature t{ ~ d ~ 1 ~ ~ , ^la 1~"') )ti, ~ a ,„i.,sF { ~ ¢e■ I ~ I. 1 y'E ',o • t ~ s; -ya ~ r`r ~`a a ~ ` fi rli, - p t d •w•t*1 b ,k 'y.w N.y1 r~ ,t~,.) .i..i T~'' d3. .`i ,j`.J 11w Ti yi~1 • .lA DOCUMENT NO. WARRANTY DEED TNia SPACE RESERVED FOR RECOROiNo DArA STATE BAR OF WISCONSIN FORM 2-1982 502213 _ VO i02jPAcF 291 1-1 REGISTER'S OFFICE GAYLE M. LITZ, a single parson ST. CROIX CO., W1 Recd for Record JUL 12 1993 at 4.0 P. 'M conveys and warrants to RP~AIr ..X.. a s...G1~AFX.F. e...~...3 1A91A.. a- ...person. ~03W6-of Deeds N I RETURN TO l~ . . the following described real estate in ...........$tr....C211 ..................County, - State of Wisconsin: Tax Parcel No FEa SEE ATTACHED LEGAL DESCRIPTION E~ This Deed is given in fulfillment of that certain Land Contract dated June 15 , 1993 and r3corded in the office of the St. Croix County Register of Deeds on June 16, 1993 in Vol. 1015, Page 569 as Doc. No. 500778 i This a nOt....... homestead property. (is) (is not) Exception to warranties: easements, reservations and restrictions of record, if any. 18... Dated this day of ..........July 93 000, .......i~ .............(SEAL) ..(SEA i L) I Y Gay M. Litz .............(SEAL) ....................................................................(SEAL) ' • AUTHENTICATION ACKNOWLEDGMENT 33gnstara(s) Gayle M. Litz STATE OF WISCONSIN I - i ----•--•-----Jul ..............•....9 3 ~ _ .County u~t ttdsy...of,,.II ..............x.......... 19.._... Personally came before me this ................day of y}Kti''+// lW~'!!! 1 19 the above named I~. my- z~flgland t4 aTla1:~IiaxiSTATE BAR OF WISCONSIN Tt a. . r (Iiwwve ' a ,VO~r' ~..pth~sel by 708.08. Wis. State) to me known to be the person who executed the 'ti M foregoing instrument and acknowledge the same. IINIS, INSTRUMENT WAS DRAFTED BY Kristina Ogland A-ttulmey--at•-Law------------------------------- Notary Public .County, Win. (Signatures may be authenticated or acknowledged. Both My Commission is permanent. (If not, state expiration are not necessary.) date: 19.........) ~-.Names of parsons sicnlne in any capacity should be typed or printed below their si[naturos. WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc: FORK No. I - luny p ,,,Milwaukee. Wisconsin Sri, u~,i- yep' .I.a i ~1AA • , ~ , r, . \ , ti,> is r. i + F i i't 3r. ~ih w 4 • ~`4l 102tPAGE 292 Part. of ..-the. Southeast. Quarter of • the. Northwest Quarter, •..(SE -1/4• of NW 1/4) of Section 29-30-19, described as follows: 'S Lot 15 of Certified Survey Map filed October 21, 1988 in Volume' 11711, Page 2040, as Document Number 442444. Lot 15 is formerly i known as Lot 14 of Certified Survey Map filed May 7, 1987 in Volume "711, Page 1809. s' A parcel of land located in the SE 1/4 of the NW 1/4 of Section 29- 30-19, Town of St. Joseph, St. Croix County, Wisconsin, being part of Lot 9 of St. Croix County Certified Survey Maps, Volume "5", Page 1250, Document Number 382568, and further described as , follows: Commencing at the W 1/4 corner of said Section 29; thence N89°45'46"E (true bearing) 2024.46' along the East-West 1/4 Section line; thence N3°03'22"E 1001.35' to the point of beginning; thence S86°56'38"E 33.001; thence Southerly 72.29' along a 222.27' radius i` curve concave Easterly whose chord bears S6°15141"8 71.971; thence S22°46'42"W 48.571; thence Northerly 121.261 along a 255.270 radius curve concave Easterly whose chord bears N10°33' 08"W 120.120 to the point of beginning. subject to easements of record. This parcel contains 3,210 Square Feet, more or less, being 0.074 acres, more or less. This Roadway Easement is given exclusively to the Grantee and his heirs, assigns or legal representatives with the understanding and acknowledgment that such easement is given only as an access easement for Lot 14 of the Certified Survey Map dated 12/22/86, recorded in the Office of the Register of Deeds for St. Croix County in Volume 117", Page 1809, as Document Number 425418. It is expressly understood and agreed that this easement shall never be used as an access easement for any other property other than the above described Lot 14. P TOGETHER WITH the public road as shown on Certified Survey Map, Volume "3", Page 613, as Document Number 349470 of the St. Croix County Register of Deeds. Also, the public road as shown on Certified Survey Map, Volume "3", Page 614, Document Number 349471. Also, a parcel of land for proposed public road located in the SE 1/4 of the NW 1/4 of Section 29-30-19, Town of St. Joseph, St. Croix County, Wisconsin, described as followss Commencing at the N 1/4 corner of said Section 29; thence N89°59'19"E (recorded as East) (true bearing) 13.44' along the North line of the NW 1/4 of the NE 1/4; thence South 872.001; thence West 685.001; thence Southeasterly 246.38' along a 197.01' radius curve concave Northeasterly whose c`.1ord bears S54°10'23"E 230.641; thence South 66.001; thence Westerly 5.48' along a 263.01' radius curve concave Northerly whose chord bears N89°24'10"W 5.481; thence S8°24'08"W 99.941; thence South 195.04' along a 1389.73, radius curve concave Easterly whose chord bears S4022154"W 194.881; thence SO°21'40"W 75.00' to the point of beginning; thence N89°38'20"W 66.00'• thence S3°03' 22"W 200.00' • thence S86°56' 38"E 6t':.001; thence N3503' 22"E 201.55'; thence N0621140"E 1.55' to the print of beginning. Subject to easements, restrictions and rights of way of record, if any. t Y 3~ ' Icy S+~si'3i~. 4, a 7 Y L~ ~~"•va,. •'~f~, a ! w'f ~ y,tF f } ~ a i 1 t< y X ~ ,F ,~r 'y ~f7' 4'°r'~''. +t,r~iyT • 'T~: *+(~TiTt ~ ~S'- Y C S T C - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER ADDRESS FIRE NUMBER CITY/STATE ZIP PROPERTY LOCATION :.SC 1/4 ,,AJL' 1/4 , SECTIO, T 3(~N-R_W TOWN OF St. Croix County, ' SUBDIVISION LOT NUMBER l_f . Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a 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 certi f ication * 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 maintained must be completed and returned to the St. Croix Co. Zoning officer within 30 days of the three year expirat SIGNED: DATE: S St. Croix co. Zoning Office 911 4th St. Hudson, WI 54016 4 4 2444 CERTIFIED SURVEY MAP LOCATED IN THE SE1/4 OF THE NW1/4 OF SECTION 29, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN O ti NW1/4 CORNER N1/4 CORNER 6 FILED SECTION 29 SECTION 29 T30 , R19W 2626.06 WEST h T30 N, R19W g OCT 211988&. 2 JAMES O'CONNELL 1313.03' 1313.03' L SL Croix Co., W1 Deeft NORTH LINE OF THE NW1/4 IIH ~I~I OWNERS Ala ~?IINI Gayle M. Litz and y ~I~lol I Barry G. Jacobson Ilr~ I~IaIMI %Donald L. Lindstrom I -41 IZ*I 13655 30th Street South 1H1,7161 Z Afton, Minnesota 55001 166'1 Oal~lAl ~I zl w - 1 a I w Ln: ~ 0 00 2 N M ~ \ (0, \ ra I N wl w 3 W 1% RO HI H N = 83.69'\ <c I w _ S22°46'42"W al ° o LOT 13 C.S.M. al z V.7, PG.1809 zl a DOC.#425418 ~I H 0 3 o Z I 6 00 b2~ B00 COlLn°IU-~I 00 0 N ~lal~l ~ ~b oM E-+lu~lc~l oy~S ~~yG-~i LOT 15 H41>:121 4 ~~350,859 S.F.+ _ v, 1 8.055 AC.+ w WEST 1/4 CORNER °o ° EAST 1/4 CORNER SECTION 29 SECTION 29 T30N, R19W T30N, R19W N o ' 1323.46 z S89°45'46"W 701.00' 3220.40 N89°45'46"E 5244.86' EAST-WEST 1/4 SECTION LINE U N P L A T T E D L A N D S SCALE IN FEET wNg of 100' 200' 400' THIS INSTRUMENT WAS DRAFTED BY FRANCIS H. OGDEN VOLUME 7 PAGE 20140 VED OCT 21 1988 ILCOWCoUNW O e l~ ovoz soda L sm'10A g„VZ,LOoVZS M„ZZ,£Oo£S ,9V,OToLZ S„TO,Z£oOTS LT'OZT ,T£'TZT ZL*SSZ Z-T ONIUVEIS g'IONV ONIdVag HSONg'I HZONEVI HSONa I 'ON SNaON'ds rIVESNg0 CUGH0 GUGH0 Dldv SnICVH aMflD ONZ I ZST ag9V I, VIVG aA= ' QNn03 gala NO'dI „Z 0 'QNn03 Hald NO-dI „T • ' QNn03 ' ZNaMNOW HaNUOD NOIZOgS XZNnOO XIOHO 'IS QNaDaI tits #M#oo, r a n ON TOOSS PgosauuzW 'uOgJV o,r•• uqnoS qaa.zqS uq0£ S59£T •sinn 'SO u OJ4spuz'I • q PTpuOG% j 'STIVA a3nib uosgoopr • O AaaPg pup z4z'I • W aTAPO zavVs NOEMMS o S2igNM0 i I~L •1 Saw` r ZZot,S uTsuoosTM 'sTTP3 aGATd a . -00 buTZaauTbug uap50 LSLT-88 'ON qor Z8tT-S uosuLMS •,I, sauip •886T 'T aaquiagdas :pastnag '886T '8T gsnbnv :a4PQ •sagngpqS uTsuoosTM aq-4 ;0 t£•g£Z uoz43aS ;o suoisinOad aT44 144TM paTTduioo ATTnj anPq 14Pu4 pup goajjoo aap dpw pup uoTgdTaosap anogp auq 4pu4 AJT41a3 Agaaatl I •paooaa ,;o squawaspa oq goaCgnS • ssaT ao aaotu 'sa.zov SSO'8 buzaq 'ssaT aO azoui '4aa,I aaPnbS 6S8'OS£ suzpquoo Taoavd sTtjs, •buTuuTbaq Jo 4utod aqq off. 6/TMN au4 3O Z/TH Oq4 Jo auzT gsaM pTPs buOTP ,00'99Z g„9Z,6Vo0N aOuagP :6Z UOT400S Jo t/TMN PTPs Jo auTT TT4nOS GT4 buOTP ,00'TOL M„9i,,Sbo68S aOuag4 LL'908 M„ZZ,£Oo£S aouGLP :,69'£8 M„Zt,,9~.ZZS aouauP :,LT'OZT g„TO.Z£oOTS sapaq p.zouO asOuM 1~TJGgsP9 anPou0o anznO snzpPa ZL'SSZ p uo PPOI a4LnTZd BUTgSzxa uL Jo auTT ~TaGgSOM auk. buOTP , T£' TZT AT1@LT4nOS aOUOT44 !,86-06t, 3„Z~19toZZN aouaq-4 =,98'829 21„6S,TOo£9N aouau-4 :buzuuzbaq jo -4u-rod a147. 0q ~/TMN pTPs Jo Z/Tg auq Jo auzT 4saM aqP buOTP ,ZS'8L£Z M„9Z,6toOS aou@Llq r t/TMN OLP 3o auzT LTg3ON aq4 buOTP , £0' £T£T (buTapag anal) gsaM aouau-. 16Z uOT400S pzPs 90 JauzOO f,/TN au4 4P buzouaunuoO :sMOTTO; sp pagTJOsap 'uTsuoosTM 'A4uno0 xTOaD •qS 'tgdasor -4S Jo uMOI 'METH 'NO£s '6Z uOT400S ;0 6/TMN aLP 3O t/TaS GLP uT pa4P OOT puPT Jo Taoapd V Nolsalxos~a SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations August 10, 1993 2226 Rose Street La Crosse WI 54603 KIM A O'CONNELL RR 1 BOX 105 STAR PRAIRIE WI 54026 RE: PLAN S93-40867 FEE RECEIVED: 180.00 GRAEVE, BRAD SE,NW,29,30,19W TOWN OF ST JOSEPH COUNTY OF ST CROIX 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 chapters 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, Dennis Sorenson Plan Reviewer Section of Private Sewage (608) 785-9336 SBn-6423 (R. 01/91) Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM Safety and Buildings Division Labor and Human Relations REVIEW APPLICATION Bureau of Building Water Systems Hayward Office La Crosse Office Madison Office Shawano Office Waukesha Office 209 W 1 st Street 2226 Rose Street 201 E. Washington Ave. 1053A E. Green Bay Street 401 Pilot Court, Suite C Rt 8, Box 8072 LaCrosse, WI 54603 P.O. Box 7969 P.O. Box 434 Waukesha, WI 53188 Hayward, WI 54843 Phone (608) 785-93}4 Madison, WI 53707 Shawano, WI 54166 Phone (414) 548-8606 Phone(715)634-4804 Fax(608)785-9330 Phone(608)267-5119 Phone(715)524-3626 Fax(414)548-8614 Fax (715) 634-5150 Fax (608) 267-0592 Fax (715) 524-3633 INSTRUCTIONS: To save time, schedule your review with one of the offices listed above prior to submittal. Fill in all applicable data and submit this form together with fees and planstinformation. Your submittal must be received at least one working day prior to the appointment at the office where your review was scheduled. Please call any of the listed offices if you need help filling out the form or have questions on what information to submit. PLEASE PRINT VERY CLEARLY. A sample of a completed form is on the reverse side for your reference. 0 2 7 1. APPOINTMENT INFORMATION -if you have scheduled an appointment, fill in the information requested below to save time: Appointment Date Reviewer Name Plan er , 2. PROJECT INFORMATION If this review is a revision or extension to your existing plan identification number, provide that number here: ME31=11IM'L, -H Project Name ❑ City ❑ Village [2 Town Of: County Project Location or GOVT. LOT 1/4 ! 1/4 T X R /19 3. APPLICATION FOR 4. FEE COMPUTATIONS FEE SUBMITTED System Type (check one): System Type I (include new and existing tanks) Up To 1,500 gallon septic tank $110.00 A At-Grade 1,501 - 2,500 gallon septic tank $ 120.00 H ❑ Holding Tank 2,501 - 5,000gallon septictank $160.00 M ® Mound 5,001 - 9,000 gallon septic tank $ 200.00 N ❑ Non-Pressurized In-Ground (Conventional) 9,001-15,000 gallon septic tank $300.00 P ❑ Pressurized In-Ground Over 15,000 gallon septic tank $500.00 0 ❑ Other: Up To 1,000 gallon dose chamber $ 70.00 T- 1,001-2,000 gallon dose chamber $ 80.00 Building Type (check one): 2,001 - 4,000 gallon dose chamber $100.00 4,001 - 8,000 gallon dose chamber $120.00 . D Dwelling, 1 or 2 Family 8,001 -12,000 gallon dose chamber $140.00 P Public Building Over 12,000 gallon dose chamber $160.00 S ❑ State-Owned Building U To 5,000 gallon holding tank $ 60.00 5,001 -10,000 gallon holding tank $100.00 Code Derived Daily Flow _1L~---gpd Over 10,000 gallon holding tank $150.00 ❑ Check If Replacing Existing System Experimental System (additional one time fee) $ 300.00 Revisions To Approved Plan z $ 60.00 Petition For Variance: Setback $100.00 Site Evaluation $ 225.00 ❑ Petition For Variance Plumbing . . . . . . . . . . $225.00 Revision $ 75.00 Groundwater Monitoring - Per Site $ 60.00 ❑ Groundwater Monitoring (other than a proposed subdivision) ❑ Site Evaluation in Lieu of Groundwater Monitoring Site Evaluation in Lieu of Groundwater Monitoring $ 60.00 Subtotal: 8D Priority Review: Enter same amount as Subtotal: / R(!)_ MAKE ALL CHECKS PAYABLE TO: SAFETY AND BUILDINGS DIVISION Total Fee: Qj S. SUBMITTING PARTY INFORMATION Telephone No. (include area code & extension) Compa Nam Cont Per n ( ) No. & treet Address Or P.O. Box City, To nor Vill e, State, Zip Code I Aerobic or prepackaged treatment system fees are calculated based on equivalent size septic tanks and dose chambers. 1 Revision fees are not applicable to temporary holding tanks or extensions to existing approvals. NOTE: Fees are pursuant to Wis. Adm. Code, Chapter ILHR 2, and are subject to change annually. SBD-6748 (R. 03/93) OVER • 08/10/93 10:30 1 1 924 2585 05CE P.01 Wisconsin Doparthiont of Industry, $ OI L AND SITE EVALUATION RE TS93 0 $(o~ of . Labdr acid Human Relations Division of Safety & 13rJiidings in accord with ILHR 83.05, Wis. Adm. de Attach completo site plan on paper not less than 81/2 x 11 inches in.sizo. Plan must include, but q not limited to vortical and horizontal a ore PARCEL D. r t nce point (BM), direction and /o of slope, stale or . dimensioned, north arrow, and location and distance to nearest road, APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE - PROP TY OWNER:y PROPERTY LOCATION GOVT. LOT 1/4 1/4,S ' T N ,R kr (or} AX OK rg TROPE OWNER s MAI ING A. LOT * BLOgK # 1-013D.-hAME OR CSM # C! STATE ZIP CODE PHONE N MREA ❑CiTY ~ U1GE [~QWN - NEAREST R AD 6.- T~. A [>I Now Construction Use Residential / Number of bedrooms Addition to existing building [ ) Replacement Public or commercial describe Code derived daily flow 4=4 gpd Recommended design loading rate.- .,.bed, gpolN? , • S._ tronch, gpdKt2 Absorption area tcquired, bed, ft? trench, K2 Maximum design loading rate gybed, gpolft2-.,,5 ' trench, gpdm2 Recommended infiltration surface elevation(s),.../ f1_, • ft (as referred to site plan benchmark) Additional design / site oontldorations Parent material l r-).. ~ S f~ Flood Main elevation, K applicable-- It - S'. Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL tTOL01NG TU -Unsuitable fors tem S 14 U S❑ U ❑ S MU 08 (MU F d S Pat 1 ©S SOIL DESCRIPTION 14E;PORT l Depth Dominant Color Mottles I Structure GPp/it Boring # Horizon Texture Consistenoe Boll* Boots In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed 64 c~ /Dye-5/l ~ ~,s cY~aS<~ niu~r ~•J.d any.. ,,y Ground Ar~ -fin, ..y.... rS'.. ev. Depth to i limiting factor~„ i Boring /JG IO Yl7 +J/. S~ GSC T.S RM ~)~4I~ ~(GJ f17 Ji~ ~ U Ground ~7 1~?Y~' <aG s.~ .-.~~~~1.,1- .r, . i~,., elev. !✓~r lwal- Depth to - I limiting factor Remarks: 7 Name:-•Plaase Print Phcme, Address: 1J7 r^ r. 1 f 'ti• r-:rte, / 08/10/93 10:31 Z 1 924 2585 OSCEOLA L4JM8rAR P.02 Zee - .~al 1 r Grp . _ _ I I-xi 0:; R's _ ~ 41 _ l _ l • li ~ . I WORKSHEET - MOUND SYSTEM DESIGN - 40S C2 67 S g PROBLEM: Design a mound system for a The site characteristics are. Depth to groundwater or bedrock i n. Landslope % Percolation rate Distance from dose chamber to distribution system ft. Elevation difference between Dump and distribution system 20 ft. Step 1. WASTEWATER LOAD gal.' Step 2. SIZE THE ABSORPTION AREA A) Area required • -ySJOS,,~ ; /~~A~~,~,_ sq. ft. B) Bed or trench length (B) ft. '•r: C) Bed or trench width (A) ft. ' -D) Trench spicing (C) 7. Wastewater load .24 gal/ftz/day B = ft. r tree eTi "s Step 3. MOUND HEIGHT A) Fill depth (D) _ ft. B) Fill depth (E) = D +6 slope (A)'f'P,%' ~L ft. C) Bed or trench depth (F) = 1 =t. D) Cap and topsoil depth (G) _ ft. E Cap a opsoil depth (H) w~ ft. a I,lconuo ",U.* UatQ:_ f4,x~ . of 1C- Step 4. MOUND LENGTH • A) End slope (K) D + El+ F + H x 3 ft. B) Total mound leng 40 th = B + 2(K) . ft. , Step S. MOUND WIDTH cc Al) Upslope correction facton&9 3 - 40-8 7 A2) Upslope width (J) (D + F + G)(3)(factor) _ , "1 ft. 834 /)(~y) 97J =9, -2-i!5--? Bl) Downslope correction factor = 62) Downslope width (I) • (E + F + G)(3)(factor) ■ y'- ft. 0 A- 03) 0.1'37 C1) Total mound width (W) for bed = J + A + I = _st. C2) Total mound width (W) for trenches J +g + Z (no. trenches -1)(c) + A + I jy/4 ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil gal./ft2/day B) Basal area required = wastewater flow s nal~soit i fi~ltrtivq-capacity R sq. ft. Cl) Basal area available for bed for sloping sites B x (A + I) _ ,:2p,~Zsq. ft. 203Y C2) Bas are avail le for trench for sloping sites = B W - (J + A l =sq. ft. • C3) Basal area available for trench or bed for level fide ' = B x W = sq. ft. Sign: / a Licanse 1, u'. - Data: + r~ of ..1~'. Step 7. DISTRIBUTION SYSTEM 7A) SIZE DISTRIBUTION SYSTEM 1) Hole size = in. 2) Hole spacing • in. 3) Distribution pipe length = fn.tt 4) Distribution pipe diameter = in. 5) Spacing between distribution pipes 1 8 in. 6) Distance from sidewall to distribution pipe = in: 76) DISTRIBUTION PIPE DISCHARGE RATE 14*~),? ft, 1) Number of holes per pipe = 2) Flow per pipe = 7~ GPM. S93-408 67 7C) SIZE MANIFOLD 1) Manifold is central/ end 2) Manifold length ft. 3) Number of distribution lines 4) Manifold diameter in. 7D) SIZE FORCE MAIN 1) Minimum dosing rate = -y x 7'4-2 = GPM 2) Force main diameter in. i 3) Friction loss ft. 7E) TOTAL DYNAMIC HEAD 1) Vertical lift = ft. 2) Friction loss = A514 ft. 3) System head 2.5 ft. _ ft. T tal dynamic head 22,62/, ft. Sign: Licerge:~~ --c Date: _ ;ST-~ Fog -X, 0 7F) PUMP SELECTION 1) Pump selected will discharge. GPM at ft. total dynamic head. 2) Pump model and manufacturer 7G) DOSE VOLUME 1) 10 times old volume of distribution lines = ~9a1./cycle /dxxa.)Xo9~~= g6, 9,/ 2) Daily wastewater vol n)q : 4 o~es/24 hrs. %~dsK s~~'~- .LLV,~5-9a 1. /cyc l e 3) Minimum dose vo me = _ gal,/cycle 422 44-a-k- ~0 , f, ~j, ) /~v el 7H) DOSE CHAMBER 1) Minimum capacity required = '76.~2,1 gal. S93-908 r Sign• . Licvnse :;u c Date;- ,e?- v CIL 1 Aer i i An) I E F..L. s RLL 6 uo i - - c- a3 Io - i a - - - _ - L r I ~ I I ~ I I -1 I I I I, ~ ~ 1 1 I I I _ 14, A, ~ I I Q I - I ~ t I 1 Z , I I 11.2 o a ~ I I I I I II I I I I x a I - -t--- I Page_1~Of~L_ • I ~,~~0~it'A~f1,E Straw, Marsh Hay, Or Synthetic Covering Distribution Pipe Medium Sand H G Topsoil ` F 31 E D $ Slope Force Main Plowed Layer Bed of ]%"-21i" Aggregate Cross Section of a Mound System Using A Bed For The Absorption Area D Ft. E / Ft. F Ft. A A Ft. G~Ft. B --!7 Ft. ~.s H f~Ft. Signed: Ft. L Ft. ~ License Ft. IFt. Date : gg , r•: S93-408- 6',. i Force Main QQ++yy I L I ' ~7NC1koCTMkG-S2ScCu~L~ Observation Pipe A W TAggregate Dstribution Pipe Bed of V-2Y" Observation I .Pipe Permanent Marker Plan View of Mound Using a Bed For the Absorption Area ' r P49• Z Of z F~ AFB iJ~ ~~Il _F U v~w' ~ L.4 '~_yt Perforated Pip. Detail t-',~ t'. ~ ! ay.:•_ ::`5 t.; s, is r,--~ ,.U~'r' tt:.'i.r'irl::~,:7 L: i View )Perforated „-i- , :,,.,.,,..t.j6..;•.,, ; W Cop PVC Pipe ~e Hobe Located On Bottom, Are Equally spaced Q a • PVC Force Mee P .7 PVC Manifold Pipe OislriB Ation Alternate Position Of Pipe Force Main Lost Mob SAouid Be Neat To End Cop End Cop Distribution Pipe Layout P Ft. R' S x~ Inches Y ..1~ Inches Signed: Hole Diameter Inch Lateral " Inch(es) License Number: Manifold " _Pl.~ -Inches Date: Force Main " ,~2_ Inches f of • hol es/pi pe,.,~,,,' S93-408 6 Invert Elevation of Laterals,,/s'•Ft. ID Ja O ~ a N ~ 0 I V *l ~ N Prot O x-04 w . N o a 00 0 N M rt ro K c ~ N N rtc b a m ct zo OQ:. LO A • if3 'rt - M d tY'i • ILI C M • i 1?'~" oN a fD L,~}*/~`WN :3 0 rt e CF 4' f ..+y ( T yam. y1 _ J v rt ~ cn S93-40807 r a a co ~PAGE ~ OF -.Z,_ ► PUMP CHAMBER CRO55 SECTION AND SPECIFICATIONS )55~ O C',51,6,0 A~' VENT CAP ti"C.I. VENT PIPE WEATHE R PROOF APPROVED LOCKING Z5' FRAM DOOR, JUNCTIOU BOX MAIJHOLE COVER WIIJOOW OR FRESH 12"MIU. AIR INTAKE GRADE 18' MIIJ. CONDUIT - WAIN. ~ INLET PROVIDE I - AIRTIGHT SEAL -7 II v APPROVED JOINT A I III APPROVED JOINTS W/C.I. PIPE I III W/C.I. PIPE EXTENDINfs 3' I II ALARM MEWING 3' ONTO SOLID SOIL B I II ONTO SOLID SOIL I I i I GN ~.Yr. 4 f ( I t Z f '.E YV}~~ lye~~ 1 t. 4 ® S: 6 ~w/y [i PUMP OFF be I,~~' lw- CONCRETE BIOCit \r I.1 l .E R, ~ PFR~MI~fgO^F.A iIL`j IF'TAIJK MAULWACTUR6R HAS SUCH APPROVAL SPECIFICATIOUS OPTIC AND )sF_ TANKS MAIJUF*ACTURER: - 0";rZ~S IJUMBER OF DOSES: :~z PER DAB TANK t,IZE : GALLONS DOSE VOLUME:-3 GALLONS ALARM MANUFACTURER: CAPACITIES: A= -INCHES OR - GALLOWS MODEL WUMBER: B= -IIJC14ES OR --?g_ GALLONS SWITCH TYPE: C='7 IWCHES OR GALLONS BUMP MANUFACTURER: D= - INCHES OR ~ GALLOIJS MCmEL NUMBER: NOTE: PUMP AND ALARM ARE TO BE bWITCH TJPE: e,Z21 I/ INSTALLED ON SEPARATE CIRCUITS PUMP DISCHARGE. RATE :yL GPM IIll VLKTICAL. DIFFERENCE bETWEEN PUMP OFF AND DISTRIBUTIOU PIPE.. llcs.~._ FEET ♦ MINIMUM NETWORK SUPPLY PRESSURE, 2 5 FEET + lZ FEET OF FORCE MAIN X F/OO IFxFRICTIOU FACTOR.._ 4_-. CGa FEET TOTAL DYNAMIC HEAD FEET J'9" 61/ i~ INTERIJAL DIME.W IONS OF A►JK: LEAIGTH ;WIDTH ..--..;LIQUID DEPTH 51GAJE0: _ LICEIJSE MUMBER: DATE:..&•S'9~ ,r 7 fflucat-0, Performance ~si ~.~f.9D ~.Cf/~rJt -Curves Pumps METERS FEET MODEL 3885 25 SIZE 3/4" Solids ' wE15H 70 = 20 WE10H y 60 WE07 50 15 WE05H 40 10 30 WE03 20 WE 5 10 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM 1 1 1 -20 1 30 m'/h S93 408 6 - 0 CAPACITY - MGOULDS PUMPS, INC. 5EwcA FANS PEW YcPK 13148 METERS FEET 120 MODEL 3885 35 SIZE 3/a" Solids 110 WE15HH 30 100 90 25 70 20 60 O 50 WE05HH 15 40 10 30 20 5 10 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM L 1 1 1 0 10 20 30 m3/h CAPACITY 01885 Goulds Pumps, Inc. Effective July, 1985 C3885 Wisc*nDepartment of Industry, SOIL AND SITE EVALUATION REPORT Page of La' & and Human Relations ;Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPS TY OWNER: O-Z- J PROPERTY LOCATION GOVT. LOT 1/4 114,S T_ 3Z, N,R (or& PROPER OWNER'S MAILING A ES LOT # BLO K # SUBD. NAME OR CSM # r If CI STATE ZIP CODE PHONE NUMBER ❑CITY VI LAGS [MOWN NEAREST R AD 6?) New Construction Use VQ Residential / Number of bedrooms 5 [ ) Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flows i gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft2.37 trench, ft2 Maximum design loading rate gybed, gpd/ft2trench, gpd/ft2 Recommended infiltration surface elevation(s) 1D/, ft (as referred to site plan benchmark) Additional design / site considerations Parent material - - Flood plain elevation, if applicable ft S =Suitable for system CONVENTIONAL MOUND IN GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ❑ S C U ® S ❑ U ❑ S ®U ❑ S ®U ❑ S IOU ❑ S O U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench Ground 7 1,S elev. / ft. sy~ )J JV/) A110 Depth to limiting factor Remarks: Boring # / Ground - elev. l ft. Depth to limiting factor 3a „ Remarks: CST Name:-Please Print Phone: r - Address: 2cl Signature: ) Date: - CST Number: PROPERTY OWNER SOIL DESCRIPTION REPORT Page PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. nt. Color Gr. Sz. Sh. Bed Trench \P}v }::titiil tiff '~titi}•~~~:~:titi}tip ~J Ground elev. ~Q ft. Depth to limiting factor Remarks: Boring # '1 0' Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) I I f ' I li I T- I I I I I i I I t ! i I I I 06 - . I---- - - - t.--- i -~--y ~ ~ G I I I i t ~ I I I ~ ! I ~ I I I I I I I ~ ~ ~ ! I I I I ~ I- T ! i I j-T i ~ I I - - - - - - t - - - - - - I I i -1--- ! I I I I i ! i l „ I I I ! I ~ i I ~ I i I I ~ - I I i I I I I I i I i 6 ! I ~ i T- i_ i