Loading...
HomeMy WebLinkAbout018-2001-27-000 (2) commerce.wl,gov SAFETY AND BUILDINGS DIVISION Integrated Services Bureau Spruce , 15472 Street ~$`Qn '`'n INSPECTION REPORT 13 EaFalls ippewa Falls, WI 54729 R ommerce.wi.gov1sb ( Department of Commerce 15) 726-2544 Date of Inspection: May 9, 2005 Plumber Name and Project Name: Sylla Address: J411V Use: Residential ST 2 _2005 Legal Description: NE, NW, 14, 29, 17W Z0NNGXk'~o&N k Site Number: NA Subdivision: Lots 27-28 Forest Ridge Estates Certified Soil Tester Name and Address: FF~~F y Municipality: Town of Hammond Mary Jo Hollister, CST 224832 County: St. Crix W9875 690th Ave Plan Transaction Number: NA River Falls, WI 54022 Sanitary Permit Number: NA Owner Name and Address: Wastewater Flow: 450-600 d Mark Sylla 523 estridge Circle Persons Present: MJ Hollister, P.Quinn River Falls, WI 54022. An onsite soils verification was conducted at the above referenced Inspector. Some controversy surrounds the approval of soiconditions aon these gtwotlot ,ts n esmo ethan one CST has done work at this site and some disagreements have occurred. Several hand constructed soil borin s were reviewed over the proposed system areas on Lots 27 and 28 with the following results. g Lot 28 Boring A Redox features observed at 4 inches depth in the A horizon. Boring B 00-09" 10YR 3/3 sil, 2msbk, mfr, cw. 09-15" 10YR 4/4 cl, 1 msbk w/ c2d 7.5YR 5/6 and 5/3 rmfs. 0 Du O _-Several other soil borings were evaluated and all had A+4 or better conditions. Lot 27 Boring A A+4 conditions exist. evaluated or to move the proposed mound to a sl ea originally ightly different location) whereesoil -conditions a area meet minimum code requirements pp ea to better The CST needs to resubmit reports for both lots. Only soil borings with A+4 or better depth to redox features may be considered for standard mound designs. From the conditions I observed, it seems likely that adequate area will be available for mound systems to be installed. For a three-bedroom home the single cell mound length would be about 125 feet. Shorter and wider designs may be possible depending on the area defined by he CST as being suitable. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow subsoil permeability, the linear loadin rate should not exceed 4.5 should not ~g gpd/ft and the al wastewater a lication rated d/ft`. The large basal area will artiall com revent wastewater leakage p y pensate for the gentle land sloe a at the mound p n I toe. At least 24 inches of sand lift when applying septic tank effluent to the distribution ell of the mound to ensure proper tea mlent at these nsites. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. If there are any questions regarding this report, please contact me. r o y G. J nsky, W tewat pecialist L'ansk cc. [N County ❑ Plumber 1 y@commerc .state.w . s E-mail CST 715/726-2544 Voice 715/726-2549 Fax El Owner ❑ Other r , Wisconsin Department of Commerce SOIL EVA EPORT Page 1 of 3 Division of Safety and Buildings in accordance CiiS Code County ST. CROIX Attach complete site plan on paper not less than 81/2 11 inches in size. Planinclude, but not limited to: vertical and horizontal pwnt ( Panel I.D. 018 percent - 2001 - 27 - 000 slope, scale or dimensions, north arrow, and 1 n a nce to nearest road. Please print all informa n. Re ' b Date Personal information you provide may be used for secondary pu ses (Pri v O~W;s m)). 6 23 Property Owner Property Location MARK SYLLA Govt Lot NE 114 NW 1/4 S 14 T 29 N R 17 E (or)❑W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 523 Westridge Circle 27 Forest Ridge Estates City State Zip Code Phone Number ity 0YNage own Nearest Road River Falls, WI 54022 ( 715) 426 - 4802 C.T.H. E New Construction Use Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement Public or commercial - Describe: Parent material till/outwash Flood Plain elevation if applicable ETA ft. i General comments Mound System 1.42 ft. sand fill -14"A _ and recommendations: On-site w/Leroy Jansky & Pam Quinn 05-09-05 (If pre-treatment system - .50 ft. mound sand) t!4GlJ e~d~ ❑Boni n9 FAI Boring # _ Q Pit Ground surface elev. 97.65 ft. Depth to limiting factor >27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10YR3/1 - sil 3f-mgr mvfr as 2vf-co 0.6 0.8 2 12-24 7.5YR3/4 - s sil 2f-mabk ds as 2vf-co 0.6 0.8 3 2427 7.5YR3/4 - s Osg dl lvf-co 0.7 1.6 FBI Boring # Boring 98.90 28 Q Pit Ground surface elev. ft. Depth to limiliM factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure C mistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Ef1#2 1 0-3 10YR3/1 sil 3fgr mvfr ab 3vf-co 0.6 0.8 2 3-8 10YR3/l - sil 3f-mabk mvfr ab 2vf-co 0.6 0.8 3 8-21 7.5YR3/4 - sit 3f-mabk mfr as 2vf-co 0.6 0.8 4 21-28 7.5YR3/4 - A Imabk mvfr as lvf-co 0.4 0.7 5 28-32 7.5YR3/4 c2d IOYR4/6 s Osg ml lvf-m 0.7 1.6 Some gr in all horizons. ' Effluent #1 = BOD > 30:5 220 mglL and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mgll- and TSS a 30 mg/L CST Name (Please Pint) CST Number Mary Jo Hollister U 4&z.5 &N_ 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 07-31-02; updated 11-24-04 & (715) 426 - 1775 a! 21 Orr AMC A-1 PA-- Property Omw SYLLA, Mark (Lot 27) Poet ID 018 - 2001- 27 - 000 Page 2 of 3 • ~r9 C 9 # hit Grand surface elev. 97.90 x Depth to 1 0 g faclor 19 in. Sol APPkWm Role Hot= Depth Dormant Redox De80"M TeM a Sbud a Casieienoe Boundary Rods GPOR is Mum CkL Sz ConL Color Gr. Sz Sh. 'EMI *EW2 1 0-10 10YR3f2 - sit 3fgr mvfr as 3vf-co 0.6 0.8 2 10-19 IOYR3/4 - SO 2fabk mfr as 2vf-co 0.6 0.8 3 19-22 10YR3/4 f2f IOYR4/6 s s0 lfabk mfr - 2vf-co 0.4c 0.6 (Since DO D Boring #e NA tt factor >20 H pg Qand sirfaaaelevn8 3oi Race Hmiaoo Depm Dominant Redaor DesaipGoro Tesdure Sruclue Cmnbk nce Boundary Rods GPOI is A&M" Qu. San Cart. Cdor Gr. Sr_ Sh. 'E1M7 'm 1 0-8 10YR2/2 - 1 3fgr ds as 3vf-co 0.6 0.8 2 8-12 sl 2f 6k ds as 2vf-co 0.6 1.0 3 12-20 10YR5/6 - sl 2fsbk dsh - 2vf-co 0.6 1.0 P35 Baig # aa~g ■ Pit Hand surface elev. NA ft. Depth b pirilig parlor 14 ~ Sd AmteOm Race Norhm Dep9n Dominant Redm Ossaip m Testae Slnrckne Comislenoe Boundary Rods GPOW ` in. Moose/ Qu. Sz. Corr. Color Gr. SL Sh. 'EtM1 'EtM2 l 04 10YR2/2 - I 2f-mgr mvfr as 3vf-co 0.6 0.8 I Y IF 1 n 2 8-14 I _ sil 2f-msbk mfr as 3vfco 0.6 0.8 V 3 1 10YR4/3 flf IOYR406dc10YR.6/I sil 2f-mabk mfr as 2vf-co 0.6 0.8 4 18-20 IOYR413 c2d l0YR.5/6&IOYR6/1 sil if-mebk mfr as 2vf-m 0.4c 0.6 5 20-26 10YR4/3 m2d IOYR5/6 Is if-mabk mvfr aw 2vf-m 0.7 1.6 6 26-37 TSYR314 m3p 7.SYR4/4 Is lmsbk mvfr - 2vf-m 0.7 1.6 Eflkrerr #1= BOO, > M :S 220 mgll. and TSS -M :S 150 "0- ' effim rt 82 = BOOS M mgrl and M :S W mgrl The Ia M t cM ofCommerce is an equal gVorrbmity service provider and ermiployer. If you need assistmm to access services or need material in an alternate format, please contact the departineM at 608-266-3151 or TTY 608-2614777. 58D4weg18.O" MO' PLAN twal"a IV 404f SIB' *Wx L ram u t wry e ' Q= "AMD U'R-l c- ~ $ D 3 2-, I*b ~ i ei- z AO/AP a ~ D T 2:7 ML _ X gEC. ~ `3 - _ - 8 - AWN" ( I ~ V I ^ t / l 1 ~ I i I x X -1 00 LOT 1 rQSM V0L~5.- G 40 1 / II 1 I ^ I ` ZONED AG-kESIDWA LLJ Er ` - /III ~ w ~ 3 I w x \ :3 Z it J I it o-~ to I I I I/ O x R of,,, W)O II ~ i = I I / ~N NO XO -l- 4 ao I I 30.00 z N b Lq\ 0 1 I l / --29-7-.00'- o x o f I 33.00, I 1 I I~ / cp (n < L / II ( I ll Q 0 Q, o / r Q (1 1 I I / Nco i 00 w i of I I I( / I co r- I cd © x I I I ti i// - - S 00'210 "fk 570_59' I 1 I I / CID 3: 0I ill 1 III ~ / / I x Uri ,i ~01 \ I I II\I / / in u vi Q ° \ III 1 b I/ N Q/^ 0) C14 J ( In / M 00 II I I I I I Lq / N cV I I / 1tYrn 00 N 0, ~N m ►I I~ / N m z \ I ~I I I I 1 I I / L--L--$00'21'03" -7 i I 1 m T x ~TL-L ~ ~I11 I~ I / I % ICL ul j z 100' ~Q N t t 'A QI~ LO 0, II l~`~ t~ N \ w kA ' I I' r N N m Z V-W ~ ( W I I t 00 41, X w L: Z v p~~ vi I( I v° oopp 4i .n Parcel 018-2001-27-000 12/03/2004 12:02 PM PAGE 1 OF 1 Alt. Parcel 14.29.17.891 018 -TOWN OF HAMMOND Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * E W HOMES INC E W HOMES INC 1114 W DIVISION RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1941 CTY RD E SC 2422 ST CROIX CENTRAL SP 1700 W ITC Legal Description: Acres: 2.980 Plat: 1961-FOREST RIDGE EST 1/30 018/03 SEC 14 T29N R17W PT NE NW FOREST RIDGE Block/Condo Bldg: LOT 27 ESTATES LOT 27 (2.980AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) i 14-29N-17W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 01/14/2003 705829 9/46 PLAT 2004 SUMMARY Bill Fair Market Value: Assessed with: 271,200 Valuations: Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.980 41,900 0 41,900 NO Totals for 2004: General Property 2.980 41,900 0 41,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00