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HomeMy WebLinkAbout020-1481-04-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 552338 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: Oeverin Homes LLC, aka Oeverin Pro ertie Hudson, Town of 020-1481-04-000 CST BM Elev: Insp. BM Elev: BM Description, Section/Town/Range/Map No: bo 0VAA % G%- 07.29.19.3053 TANK INFORMATION ELEVATION DATA 10 TYPE MANUFACTURER ,N CAPACITY STATION BS HI FS ELEV. 1 Septic Benchmark Alt. BM 3 q 1 71 Aeration Bldg. Sewer g 7 2 Holding St/Ht Inlet C, 7 Z ~.8 TANK SETBACK INFORMATION St/Ht Outlet ~3- TANK TO II P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Nar Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe 3 3-Z Holding Bot. System io. 7 9 Z.. 3 © / 8 • `r3 R Final Grade d gZ i PUMP/SIPHON INFORMATION 9 Manufacturer Demand St Cover GPM .3 G' . '72- Model Number TDH Li Friction Loss System TD H Ft Forcemain ngth D' Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIM NSA IONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / ~I ~ eµ-C SETBACK SYSTEM TO `v O P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:, ~0. INFORMATION CHAMBER OR Type Of System: AJA UNIT Model Number: 1 7' DISTRIBUTION SYSTEM A Header/Manifold / I Distribution x Hole Sizes x Hole Spacing Vent to Air Inta e / Pipe(s) 'l N1 L Length Dia Length. Dia ~acing. SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mu ed Bed/Trench Center 6"3 Bed/Trench Edges \ Topsoil \ es No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1042 Autumn Oak Hudson, WI 54016 (SE 1/4 SW 1/4 7 T29N R1 9W) Whispering Oaks Lot 4 Parcel No: 07.29.19.3053 1.) Alt BM Description = ` I ne o S ~CG [ G,Ce. 6 .-7 $ X. 2.) Bldg sewer length = 16 ~ 4 Z C~(nct La 5 (n5~'oc Uel Cert. No. - amount of cover = !J' o~ Si Ir b '5 Z jr X 0 Plan revision Required? ❑ Yes No , r -Z 7 Use other side for additional information. 1 F~~ SBD-6710 (R.3/97) Date Insepctor's Si ature /I CommelC@.WI.9ov Safety and Buildings Division County P 2 201 W. Washin it ' ~G~~ Madiso l A Sanitary Permit Number (to be filled in by Co.) Department of Commerce -5 L,--------- State Transaction Nurpber Sanitary Permit Application In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission t is veauW ntai unit is required prior to obtaining a sanitary permit. Note. Appli tion f r r 14= f TOWT arc Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information ou provi c a r seco ry purposes in accordance with the Privacy Law, s. 15.04 l (m), Slats. 1. Application Information - Please Print All Infor n F ' Parcel # Property Owner's Name ~ ~ e J r ; L 1, S`; . CROIX COUNTY Nt NG & Z014ING OFFICE Property Location / 3a53~ Property Owner's Mailing Add C Y ~ ~ / S Govt. Lot City, State Zip Code Phone Number < _ Section 9 D / circle on T~L--N; R r W II. Type of Building (check all that apply) Lot - - O~i Subdivision Name or 2 Family Dwelling - Number of Bedrooms 3 _ ~C►vL Bloc_" ❑ Public/Commercial -Describe Use _ ❑ City or CSM Number - Village of ❑ State Owned - Describe Use Town Z J2 Z 4- 7~Z`C~..C. oe I1I. Type of Permit: (Check y one box on line A. Complete line B if applicable) A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. El Permit Renewal ❑ Permit Revision El Change of Plumber El Permit Transfer to New Before Expiration Owner CL _ IV. T e of PO_WTS_System/ComponentlDevice• (Check all that apply) t d~ - Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Pretreatment Device (explain) - ❑ Holding Tank ❑ Other Dispersal Component (explain)-- V. Dis rsaUTrea ent Area Information: Design Flow (gpd) Design Soil Application ate(gpdsf) Dispersal Area Require s0 D er al Area Prd ( stem Elev ' /S- I / `av total # of Manufacturer VI. Tank Info Capacity in Gallons Gallons Units o U New Tanks Existing Tanks 0 W U in H rn LL U a Septic ar Holding Tank / - Dosing Chamber, Bplans us Hess Phone Number _ 7~ - on t tPlu~m.ber's esponsibility Statement- 1, the undersigned, assu responsibility for installation of the POWTS~~RS Nh attached r's Name (Print) Plumber' ature ~Address (Street, City, State, Zip Code} VIII comfy/De artment Use Onl Issuing A Signature Permit Flee Datt Iss d g PProved ❑ $ 4/ 5 - ~ Own n Reason for 'al IX. wwwww- w asons for Disapproval 3)kJJI~ ~lVQti 9. S'l tiC tank, of brIt filter and III rN~~ 1 ~r ,0'~ dispersal cell must all be services t maintained L")19, as per management plan provided by plumber, A040) Wk requirements must be maintained Attach to complete plans for the system and submit to the County only on paper not less than s 112 x 11 inches in size SBD-6398 (R. 01/07) Valid thru 01109 PLOT PLAN PROJECT Oeverina Homes LLc ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE 1/4 SW 1/4S 7 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 4/30/12 BEDROOM 3 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 9W # of chambers 44 BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 91.7/91.2 7' below qrade All piping shall be SDR 30/34, within 10' of tank, pipln shall be Schedule 40. Amber Rid e Drive Pro 3 Bedroom House 20' ST 25' Plans Designed Using 2-3' X 9b' Cells B-1 Conventional Powts with >3' spacing Manual Version 2.0 146' 5% Slope Scale is P = 40' unless otherwise B-3 Well is to meet all noted B.M.* 20' setbacks required by 20' 40' WDNR 50' Valley/draw filled with poorer soils Vents jE Quick4 Standard B-2 eaching Chamber ith 20.0 ft2 of Area 0.2ft^2/pair of end caps 3 4G rade at System Elevation 313' Property Line Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date: 3/6/12 Owner: Overing Homes Location: SE1/4 SW1/4 S7 T29 N,R19W Lot 4 Whispering Oaks Hudson System type: In-ground absorbtion system(conventional) Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-5. Maintanance and Contingency Plan 6. Filter Specifications Sh t Signature License num 226900 PLOT PLAN PROJECT Oeverina Homes LLc ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE 1/4 SW 1/4S 7 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 4/30/12 BEDROOM 3 CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 9W # of chambers 44 BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 91.7/91.2 7' below qrade All piping shall be SDR 30/34, within 10' of tank, pipet shall be Schedule 40. Amber Ridge Drive Pro 3 Bedroom House 20' ST 25' Plans Designed Using 2-3' X 9b' Cells B-1 Conventional Powts with >3' spacing Manual Version 2.0 146' 50' 5% Slope Scale is 1" = 40' unless otherwise B-3 Well is to meet all noted B.M.* 20' setbacks required by 20' 40' WDNR 50' Valley/draw filled with poorer soils nt Vents Quick4 Standard Leaching Chamber B-2 with 20.0 ft2 of Area 10.2ft^2/pair of end caps J4'Long 3 4" Grade at System Elevation 313' Property L ine Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 10.2ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 97.5' Vent 01 Grade Vent 3' 4" 3' X30/34 Septic Tank 5' Long 1 19 5' S' Long 1 3 6" Grade at System Elevation Grade at System Elevation Spacing 5' 2-3' X 90' Cells Same on other end Observation tubeNent At end of cell A B 22 chambers per cell System elevations: A_91.7 B 91.2 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 C e cy Plan ption #1 If system fails, determine cause of failure, use alternate area and install new in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 St. Croix County Zoning 715-386-4680 Pumper Tom Mondor 715-246-5148 Shaun Bird #226900 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ~n k-glio Mailing Address Property Address ('V'erification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number t.)dv LEGAL DESCRIPTION Property Location 5sE_ /4 , S(.cI) r/4 , Sec.? T N R Z'LW, Town of Lot # Subdivision Certified Survey Map # , Volume Page # Warranty Deed # -,Volume Page # Spec house no Lot lines identiftabl ye 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 :t2 - 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 and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1 /3 full of sludge. Itwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, asset 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 Planning & Zoning Department within 30 days of the three year expiration date. 1/we certify that all statements on this form are true to the best of my/our knowledge. I/we anVare the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms r~?yi 2 IGNAT OF APPLICANT(S) 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) LLA 7 _ CIO C6 M "f'~ MIN . I - - - - - - - - - - - - - - - - - - - - r M CI* ~a N w r • PLS R\S r QQ~~~ c mcr - dl0 -'1 - ~ L fill ~ I h wr ~ war f lot rim- Fail, i N a w i f I !f flfilllillill~Ill~lll~ l ills 8054643 Tx:4040673 STATE BAR OF WISCONSIN FORM I - 2000 954728 Document Number WARRANTY DEED BETH PABST REGISTER OF DEEDS THIS DEED, made between NWP Holdings, LLC, a Wisconsin Limited ST. CROIX CO., WI Liability Company, .Grantor, and Oevering Homes, LLC, Grantee. 04/ 19/2012 11:24 AM Grantor, for a valuable consideration, conveys to Grantee the following EXEMPT#: NA described real estate in St. Croix County, State of Wisconsin (the REC FEE: 30.00 "Property"): TRANS FEE: 135.00 PAGES: 1 Lot 4, Whispering Oaks, St. Croix County, Wisconsin. Recording Area Name and Return Address: Together with all appurtenant rights, title and interests. 020-1481-04-000 Parcel Identification Number (PIN) This is not homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Easements, Restrictions, Reservations, Roadways and Rights of Way, if any, ofrRecord. Dated this 13th day of April, 2012. NWP oldings, LLC * Edward F. Nue el, Secret y/Treasurer AUTHENTICATI ACKNOWLEDGMENT Signature(s)STATE OF WISCONSIN ) %0 A Ir ST. CROIX COUNTY. ) ss. authenticated this 13th day of April' 0i °.1w . „ L Personally came before me this 13th day of April, 2012 the P~ above named Edward F. Nuebel ,the Secretary/Treasurer of NWP Holdin s LLC , a Wisconsin Limited Liability Company to me known to be the person(s) who executed the foregoing TITLE: MEMBER STATE BAR OF W'i:„ Ct W\5, instrument and acknowl ed th same. (I f not, authorized by 706.06 Wis. Stats. 5 S ) THIS INSraUNun-NT WAS DRAF'I'r_D BY ri ee Bane Notary Public. State of Wisconsin Larry S. Mountain, Attorney at Law My commission is permanent. (It not, state expiration ciate: 10/27/2013 ) (Si_nalures may be authenticated or acknimlcdUc(l. Both arc not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature 1 of 1 WARR:w'rv I EED SrA E t;AR Or• N ISCONSIN FORM No. 11-2000 ! 2l p2loZ I € 0.54' EAST CF / L B.O. = 968.4 PROPERTY UNE/ / z 1 € / i 9 I P (toot M e m I I - - 66 - FOOT WIDE ACCESS T f / / A p N I I EASEMENT AS SHOWN ON m ° ' ELEVATIONS t MAP rn c2 REFERENCED rti € I CERTIFIED SURVEY is m I I VOLUME 24, PAGE 5709 to IV I I I ~ ~ f ( r ems" 1 € m E F uy ~ I~ E d 00 Fj I 1 w °m a CURVE DATA ~ I € ~o° C-1 Curve Radius € 1 co w o i Number Length € I N a N C1 167.00 A : C2 433.00 (908.711 `4 7p 3~ I S88°31'08'E 340.55' s LLOT 3 433.00 S8749'1 3"E 319.77 OT 4 433.00 {922.15} r V co P LOT 8 267.00 C4 11 LOT 5 cA m CO i 73,462 SQ. Fr. C5 233.00 .v ! i w 1.69 AC. I!r 45,403 SQ. FT. m o 'C6 :167.00 w i v 1.04 AC. W co ' L.B.O. = 912.4 o-' oo m C C7 367.00 C Lt _L22 r ~a C8 1233.00 us S89°19'18'E 313.19' 2 m C9 533.00 a'wC _.L._ t m - - - - -u t cn a 908.82} Z' rn N C a N ° v S~ _ t V There z m LOT 4 Secs. 2 O CO 44,669 SQ. FT. i ! i 9 ~a s Wis. St a 1.03 AC. t $t ' ` Wad \ c'~ ro \ r -__m_ i o !1 ~•9 ~ a N ~3y Certt ed m N84°40'16'E 316.34' t i e ja rm rn 3 _ .e~~ {913.35} l 66 ~O Cy `GJ K2 ~iL LOT 3 cs M " Dr coo A 44,604 SQ. FT. a t - - - _ - - O N 1.02 AC. F'? Z Q LOT T N Ch 81°23'55°E 348.9T ° o w 68,964 SQ. FT. j t C (p ~ w $ 1.58 AC. rn r L.B.O. = 914.3 {916.86} m L 45,691 OT Q. FT. rn {915.97 283.53` } i -z UN, 1.05 AC. Ss3°46'25'W ' A A SURVEYOR' N81°44'47E382.71' $ LOT 6 m I, Douglas J. Zah N 43,906 SQ. FT. the Wisconsin St; LOT 1 cR 1.01 AC. of said land, I ha, 7 59,241 SQ. FT. r the subdivision o a 1.36 AC. 4 1 S06°00'26"E Section 7, T29N, b ' 12.26' Page 5709, St. C » • 270'12 • S89°58'32V 945.37 Commencing at 1 r w rn S89°56'01'W 250.12' I I o i 20.00' distance of 684.0 m o 1 S89°58'32W a di S89°58'32"W 147.01' I o_ thence N00°01'3 feet; thence S89` ni H I i o c e I distance of 1992. fine of the SW1(4 I I z 7, w o r I i i s foot radius curve z € o °o o 157-- thence southerly f r i C o ° a I 121.87 feet; then, ocn o ------i i 1232.07 feet to th 1 I 1 .h~4 f 00 IM 1 t t t r, m° 1 1 i i cs € i ~a w ~n o ' (n s' 0 I Z DATED THIS 16T C ( i v i °o w 100 I w 1 I f~ t 2 I p t r OUTLOT 2 - 33' 33' + 5 c? 65 I DOUGLAS J. ZAI C:o 7,000 SQ. FT. f [ I r E 0.16 AC. N89°58'4 1"W S&N LAND SURN I b 2ENL 0,00' KR.ATT= LANE 1 2927E 10 of STx - - - - i o r' HUDSON, Wl 54( CENTERLINE (715) 386-2007 1 -I r, - - f i PA I D " Wisconsin Department of Commerce SOIL EVALUATION REPORT ge of - Division of Safety and Buildings ' in accordance with Comm 85, Wis. Adm. Code County 11 Attach complete site plan on paper not less than 8 1 /2 x 11 inches in size. Plan must l include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. rl . Please print all Information. R Date ^7 Personal Information you provide may be used for secondary purposes oweertA s. 15.04 (1) Property Owner` ~ovt. roperty Location /VI0 /0 Lot S 1145(,'1/4 S ? T 2t9N R E (o Property Owner's Mailing AddressO ~O t # Block # Subd. ~arne or CSM# 4.-~ , n Q. City tate Zip Code Ph umber CpU O f fl City Viliag T own earest oad New Coastrucfiw Use.tesidential ! mber of bedrooms Code derived design flow rate J~ GPD ❑Replacement ❑ Publi or commercial-Des Vle -11 11-1, Parent material Flood Plain elevation if applicable Jt•fl ft. General cornrnents .$D S /tam K ~Q • -4 t l o,~ and recornmen nations: _ System Type System Elevation Boring M ❑ Boring # pit Ground surface elev. ft. Depth to limiting factor /d in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color / Gr. Sz. Sh. 'Eff#1 'Eff#2 1 /U 10"31-'-- 2 s c,I r ! 10-30, S 7d Pq Boring # 12 Boring surface elev pit Ground . 3 ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 I 0-b U~3f - S A0 'M A, fo 3 -6 3- l / - - , • Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 1150 ' Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/L CST Name (Please Print) lure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 1 ' ~ 1 • Parcel ID # Page of Property Owner _ ❑ Boring © Boring # ft. Depth to limiting factor in Soil Application Rate g pit Ground surface elev. Horizon Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg Depth 'Eff#1 - in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Z 0 ZVI" 2 67Ar 16 ❑ Boring F-1 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 tEGPD/fFEff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. El- ❑ E in. Boring # Boring Ground surface elev. ft. Depth to limiting factor Sol Application Rate ❑ Pit Horizon 'lepth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPDIff Gr. Sz. Sh. 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color • Effluent #1 = BODS > 30 220 mg1L and TSS >30 150 mg/L ' Effluent #2 = BODS < 30 ffV& and TSS 30 M91L 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. SOD4330 OtA=) - Soil Test Plot Plan Project Name NWP Holdings Shau i Address 573 Cty Rd A Hudson Wi 54016 CS #226900 Lot 4 Subdivision Whispering Oaks Date /18/10 SE 1/4 S W 1/4S 7 T24 N/R19 W Township Hudson County ST. CROIX Boring 0 Well PL Property Line Assume Elevation 100 ft. Top of 1/2" pipe BM or VRP System Elevation TBD *HRPSame as Benchmark Amber Ridge Drive Scale is 1" = 40' unless otherwise noted 99' 97' B-1 i 146' S% Slope 50' B.M.* B-3 20, 20' 40' Valley/draw filled with 50' poorer soils B-2 313' Property Line