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HomeMy WebLinkAbout038-1198-50-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420477 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: Marek, Darin I Star Prairie Township 038- 1198 -50 -000 CST BM Elev: Insp. BM Elev: BM Description: 6 00 n . TANK INFORMATION W ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / 00 Benchmark Dosing _ ` ` Alt. B Aeration Bldg. St Holding St/Ht Inlet 6 93.E St/Ht Outlet TANK SETBACK INFORMATION 7 9 '73. CZZ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Z . Septic —7 (� / Dt Bottom /, `' Dosing Hea er /Man. 3 •b Aeration Dist. Pipe [ z .71 �I•� Holding - Bot. System I C� , 3 7 Final Grade PUMP /SIPHON INFORMATION 6 , - 1 3 6 "Z- X Manufacturer Demand St Cover G •3 °/G• I Model Nu ber TDH L' Friction Loss System Head TDH F Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM c f f r3 z- 2 BED /TRENCH Width k ngte f No. Of Trenchs PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 2 0 �� SETBACK INFORMATION SYSTEM TO P/L s BLDG WELL LAKE /STREAM CHAMBE� anufa Typ Of System: UNIT 17 �►'�C V�it,ayt. DISTRIBUTION SYSTEM rxt th a.- 44� / // Header /Man Id / JP�pe(trib u tion I � x Hole Size x Hole Spacin Ve it Intake s) q l zi IW4 / v ?� -. Length (( Dia Lengt Dia SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only 0 24 d AV"4-1 �� Y Y Y Y Depth Over U h Ove r xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 3 / Trench Edges Topsoil Yes i� No rte', Yes i No Alf—t— COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: // / Inspection #2: Location: 1341 216th Avenue New �Richmond, / WI 540017 (SE 1/4 NW 1/4 13 T31N R18 ® W) Pine Acres Lot 54 Parcel No: 13.31.18.1049 d 1.) Alt BM Description = �Df �� � ' y. � [ l G�bd�'l 13 s• � _3 2.) Bldg sewer length = /Z 14, 16m, OK(�7i) W 14 - amount of cover t ( v i , 2 PtJ 640,M &tr. - -- T Plan revision Required? Yes I. No i, Use other side for additional information. ! 0 21f ��- -- - - SBD -6710 (R.3/97) Date Insepctor's Sig ature Cent. No. Jqjj� i 134 1 ZI 6 ` Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 1* iscoiwi n Personal information you rovide may be used for second purp oses Madison, WI 53707 -7302 Department of Commerce P y PAP Submit completed [Privacy Law, s. 15.04 1 m ( form to county if not P p_ ()( )� 3 teo j state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County d / State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number r . n zo q - 4 - T I. Application Information - Please Print all Information ,; „`.. "x Location: Property Owner Name Property Lo�cat�ion� 3 j Property Owner's Mailing Address n UU4 ot Number Block Number City, State Z Code Phon ) i bitz u E _ � !C _ Subdivision N ame or CSM Number 7t -J i f �c L'U% t 5 4C / ( / L �y�'f l�f �,�1f` !3 / rt.� err II. Type of Building: (check one) cu , b,��`, ❑ City 1 or 2 Family Dwelling -No. of Bedrooms: _ _ "" t — 1" °°" ❑ Village ❑ Public /Commercial (describe use):_ k, a S ; own of ❑ State -Owned Nearest Road � ( � 3 k (�- � Parcel Tax umbers) �� ua Y III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. ew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ,*Von- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed F`f Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Si ture (no stamps): MP/MPRS No. Business Phone Number P um ss Address (Street, City, State, Zip Code) IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge F Determination T Z �' X. Conditions of Approval /Reasons for Disapproval: }- le- ►n�P�c�,y.wstr rv.�.�.� c� -� �1�i� — �p,.�...��� �`t� c� �` vv�mM+.�_'ta�.C.�U�R,i - � �jPQcltrCa2�C °^ I I f w fie wa�QMA2•t7� u a U SBD -6398 (R. 07/00) PLOT PLAN PROJECT Darin Mark ADDRESS 2168 134th st NewRichmond Wi. 5 4 0 17 SE 1/4 NW 1/4S 13 /T 31 N/R 18 W TOWN STAR PRAIRIE COUNTY ST. CROIX 10 -8 -02 BEDROOM 3 MPRS Byron Bird Jr. 2205 DATE CONVENTIONAL XXXX Grade /CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 642 # of chambers 22 IL BENCHMARK V.R.P. top of steel fence post PL ASSUME ELEVATION 100' ❑ BOREHOLE O WELL s H.R.P. Same as BM Vent SYSTEM ELEVATION T- 1= 89.2T -2 =89.0 f Sidewinder High Of Capacity Leaching Cove Chamber with 17.2 6 t ^2 per chamber Long 34" Elevation 216th Ave riveway 1 s B3 y Cauldasack 30 10 4' pipe ob 01 It 90' B2 BM ru 300 Alt B PL 2' 30' BI 10' 94' 148' PL PLOT PLAN PROJECT Darin Marek ADDRESS 2168 134th st NewRichmond Wi. 54017 SE 1/4 NW 1 /4S 13 /T 31 N/R 18 W TOWN STAR PRAIRIE COUNTY ST. CROIX 10 -8 -02 3 MPRS Byron Bird Jr . 2205 DATE BEDROOM CONVENTIONAL XXXX Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE o LOAD RATE •7 ABSORPTION AREA 642 # of chambers 22 IL BENCHMARK V.R.P top of steel fence post PL A SSUME ELEVATION 100' ❑ BOREHOLE (DWELL IH,R.P. Same as BM k691 SYSTEM ELEVATION T- 1 89.2T -2 =89.0 >12" idewinder High C apacity Leaching Cove hamber with 17.2 t ^2 per chamber bo G at systern Long 3 419 Elevation 216th Ave Driveway garage 1 s B3 Cauldasack 30 10 4' pipe ob 90' B2 BM � 300 Alt B PL 30' BI 10' 148' 9 PL Property Owner � in � Parcel ID # Page Of ❑ Boring Boring # I X Pit Ground surface 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 *Eff#2 SS z Z ❑ 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 GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit 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 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and 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 (R.07 /00) Soil Test Plot Plan Project Name Darin Marek Byron Bird Jr. Address 2168 134th st New Richmond Wi. 54017 C M #220527 Lot 54 Subdivision Pine acres Date /10/2002 County CROIX S E 1/4 NW 1/4 S 13 T 31 N /R W Townshi StarPrairie R Boring Q Well PL Property Line# AIL BM ,BM or VRP Assume Elevation 100 ft top of steel steel post System Ely. T-1 =89.2T-2=89.0 H.R.P. same as Bm 216th Ave Driveway gage B3 Cauldasack 30' 909 B2 BM 90' Alt 300 B PL 30' BI 10' 94' 148' 93 PL POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner r a r„ ""f- Septic Tank Capacity a l ❑ NA Permit # 2 - 0 - Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units A Pump Tank Capacity a l qNA Estimated flow (average) g al/day Pump Tank Manufacturer PNA Design flow (peak), (Estimated x 1.5) � al/day Pump Manufacturer I�NA Soil Application Rate gal/day/ft' Pump Model MNA Standard Influent /Effluent Quality Monthly average' Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L • ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510` cfu /100ml ❑ Drip - Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA ear(s) i Pump out contents of tank(s) When combined sludge an scum equals one -third (Y of tank volume ❑ NA ❑ month(s) Inspect dispersal cell(s) At least once every: �j GlWear(s) (Maximum 3 years) 13 NA Clean effluent filter At least once every: — ❑ months) ❑ NA Y ear(s) Inspect pump, pump controls &alarm At least once every: month(s) EFNA ❑ year(s) Flush laterals and pressure test At least once every: ❑ month(s) CIA ❑ year(s) Other: At least once every: p month e A Other: A MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) • Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products,or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents' of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants ;, fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; all; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall fie "taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another. inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: • A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. • A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF "A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name y — �lr // . Name rr it `�/Q M� Phone Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name /�� �r Name tGr'v Phone / Phone � �. v .J This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer .. ✓7 f� S/ 1 j � d Mailing Address Property Address (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION Property Location' /., �/4, Sec. T�N Rf W, Town of Subdivision O ` e , Lot # . Certified Survey Map # Ifz"c. , Volume , Page # Warranty Deed # � 3 , Volume �l Page # 6 3 �. Spec house ❑ no Lot lines identifiable;Zyes ❑ no SYSTEM MAINTENANCE 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 sal m. a of the he a in the waste disposal tank as a treatment stn system. can affect the function septic g The property owner agrees to submit to St. Croix 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 and/or (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 Zoning O xP office within 30 days Y o e three year expiration date. SI ATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the Mperty descr above, by virtu of a warranty deed recorded in Register of Deeds Office. SifflUfLJRB F AP LICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 1999P 637 STATE BAR OF WISCONSIN FORM 2- 1999 6 9 2 4 2 3 WARRANTY DEED KATHLEEN H. VALSH D2ocumdnt Number STEGICRER OFODEEDS This Deed, made between Lakes and Hills, Inc., a Minnesota RECEIVED FOR RECORD Corporation 10- 01-2002 12:30 PII Grantor, and Darin H. Marek, X�ElPT� DEED # REC FEE: 11.00 TRANS FEE: 78.00 COPY FEE: CERT COPY FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Lot 54, Plat of Pine Acres in the Town of Star Prairie, St. Croix County Name and Return Address 038 - 1198 -50 -000 Parcel Identification Number (PIN) This is not homestead property. CK) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of Octobre 2002 Lakes and Hills, Inc. * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. AAD County) authenticated this day of Personally came before me this day of October , 2002 the above named Lakes and Hills, Inc., a Minnesota Corporation by Richard * Nelson, President TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to n to be the on(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) in r m d ac n e tdtInsame. THIS INSTRUMENT WAS DRAFTED BY • Attorney Kristina Ogland Notary Publi ate of Wisconsin Hudson, WI 54016 My ommiis ion i5 (If not, state expiration date: (Signatures maybe authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. Tra-,Y 1, . Professana�s company, Fond - Lae, v1 WARRANTY DEED STATE BAR OF WISCONSIN wile; PU0,1C eoo 6 ss 202 FORM No. 2 - 1999 r,.. e �vo T I i \ I ,o -- iv s A FA t - rt I Ck v rLI L. N t o A 5 � 11 � to N00 266.44' 1 O �/ i I �I • I � i J N vo 0 ' .4 � ca >y ce % (n � % O CD� �' 0 rn I i � I I Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 8' /z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point,(BM), direction and percent slope, scale or dimensions, north arrow,,and loci tip6apl 'distance to nearest road. Parcel LD.# Q APPLICANT INFORMATION - P194 alPnformatibn. R „ Date Personal information you provide may be used for secondary p�trpq e5 (Privpcy Law, s. 15.04 (1) (m)). Property Owner Property Location � Lakes & Hill s De velopment _ Govt. L ot _ 1/4 NW im,S 13 T 31 N,R 18 ❑W❑ Property Owner ailing Address Lot # Block # Subd. Name or CSM# ,f Pine Acres City / State Zip Code Cl ❑ City aqe [Town Nearest Road d.0 216 TH. Ave. ❑ New Construction Use: Residential / Numbei.©ffbedrooms 3 ❑Addition to existing building -- ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd/f 2 .8 trench, gpolfF Absorption area required 643 bed, fl? 562 trench, ff Maximum design loading rate .7 bed, gpd/ftz .8 tr ench, gpolfF Recommended infiltration surface elevation(s) 95.9 ft (as referred to site plan benchmark) Additional design / site considerations t 1aren t material - - - - -- Flood plain elevation, if applicable - - - - --- ft ble for syst em Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank itable for system ❑ S El ❑ S ❑ U ❑ s ❑ u ❑ S ❑ u ❑ s ®u ❑ S N u SOIL DESCRIPTION REPORT Borin # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDlttz 9 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 1 0 - 9 10YR3 /3 -- ---------- - - - - -- 1 lmsbk mvfr as if 4 .5 2 9 -21 10YR4 /4 ------------ - - - - -- 1 lmsbk m vfr gw lvf .4 .5 Ground 3 21 - 56 7.5YR4/4 cs osg ml cw - - - - -- ---- - - - - -- - -- elev 99.9 ft. 4 56 -95 10YR4 /6 --- -------- - - - - - -- cs o sg ml - - -- - - -- 7 $ Depth to - - - -- - - - - -- - -- - -- -- - - - - -- - -- - -- — — limiting factor >95" Remarks: (� S �d._vlz� -tom - - - -- - - - -- -- - - - - -- 1 0 -10 10M/3 ---- -------- - - - - -- 1 1 msbk mvfr as if .4 .5 2 10 -24 10YR4 /4 ------------ - - - - -- 1 Imsb mvfr gw lvf .4 .5 Ground 3 24 -53 7.5YR4/4 -- - - - - - -- c osg ml ew - - -- 7 8 elev 99 9 ft. 4 53 - 92 10YR4 /6 ------------ - - - - -- Cs osg ml - - -- 7 .8 Depth to limiting factor >92" Remarks: CST Name (Please Print) Signature: Telephone No. Jacque H awkins c - — 47z. ,P 5/ Y4. Address / Date CST Number Ref# 0 CC'v E h u 1� ZAJ Pl 4/12/00 a ag g7 2-- 427 II PROPERTY OWNER: Lakes & Hills Development S OIL DESCRIPTION REPORT Page 2 of J PARCEL I.D.# Pending Depth Dominant Color Mottles Structure GPDfiF Horizon in. Munsell Qu. Sz. Cont Color Texture G- Sz. Sh. onsistence Boundary Roots Bed Trench 1 0 -11 10YR3 /3 -- - - - - -- 1 1 msbk mvfr as if 4 .5 2 11 -24 10YR4 /3 ------------ - - - - -- 1 lmsbk mvf gw 1vf .4 .5 Ground — - - - - elev 3 24 -54 7.5YR4/4 ------------ - - - - -- cs l osg ml gw - - -- .7 .8 100.4 4 54 -95 10YR /6 ------------ - - - - -- cs osg ml - - -- - - -- 7 8 Depth to limiting factor >95 11 — — — -- -- - — -- - - - - -- - Remarks: 4 1 0 -10 10YR3 /3 --------- - - - - -- I l msbk mvfr as i f . .5 2 10 -19 10YR4 /3 ------------ - - - - -- 1 lmsbk mvfr gw 1vf .4 .5 Ground — — elev 3 19 -56 7.5YR4/4 ------------ - - - - -- cs osg ml gw - - -- 7 8 99.9 ft, 4 56 -92 10YR4 /6 cs osg ml - - -- - - -- .7 ! .8 Depth to limiting - — - - -- -- factor >92" _- Remarks: 5 1 0 -9 10YR3 /3 ------ - - - - -- I 1 msbk mvfr as 1 f .4 .5 2 9 -21 10YR4 /4 ------------ - - - - -- 1 lmsbk mvfr gw 1vf .4 .5 Ground 3 21 -54 7.5Y ------------ - - - - -- c osg ml cw - - -- 7 8 elev __ - -, 99.9 ft. 4 54 -9 3 10YR4 /6 - ----------------- cs os ml - - -- .7 .8 Depth to limiting - - - - -- — -- — factor >93 - -- -- - Remarks: Ground elev Depth to — - -- -- - -- — limiting —_ �.- — ---- - - - - -- - -- -- -- — factor Remarks: • � �v J "1 i —j- - A c th Ic- L �e