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HomeMy WebLinkAbout008-1096-80-0259 . Wisconsin Dtpartmenl of Commerce Division ofSafcly:nd Buildings SOIL AND SITE EVALUATION Page j of in accordance with Comm 85, 114'is. Adm. Code. EtVED County Attach complete sitr +lan on paper not less than 8 4 x 1 1 ' c e e 1 st me St. Croix not limited to: verti, . and horizontal reference point (BM), dir slope, scale or dimensions, north arrow, and location and distance to the nearest road. q *t 'fl�5 Parcel ID # 1 `� X �(J�1 Reviewed B �j Date: APPLICANT INFORMATION -Please print all information ST. GBG` �� �- Personal information ou provide may be used for secondary aupnscs (Pnvacw Law, S. 15 U4 MY ?QNh G (1FF1CI Property owner. + , / Pr,pertn k,Cati Kurt and Elizabeth Christensen `t < .,+ CNW 1/4 SE 1/4 34 1" 28 N. R16 Va Properly owner's mailing address: t "` c z Lot block a Subd name CSM» 877 Benoy Road a 6 K�� NA NA f jL 20 City/State/Zip Code Phone number IF v6� city Village 7 own Nearest Road Hudson / Wisconsin /540l f 71 � y86-ti340 Eau Galle St. Croix -Fierce Co. Line Rd. El New Construction Use El Residential/Number of bedrooms Unknown Addition to existing building: NA ❑ Replacement ❑ Public or commercial - describe Code Design Plow Rate: Unknown - must be appropriate size for the contour and soil restrictions Parent Material: Glacial 'fill - �,'round moraine General Comments and Recommendations: Soils are moderately well drained glossoboralfs underlain by very dense gravely sandy loam. Redox features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with — 2.50 feet of sand fill. SOIL DESCRIPTION REPORT Boring IIomori I)cplh Dominant Redox Description Iexltire Structure Consistence Boundary Roots Soil Application Rate Pit 1 T) �k ' in. Munsell Color Qu. Sz. Cont. Color Gr. Sz Sh_ GPD/F ]-' EfF41 Fff*2 A 0 - 3 IOYR ' 2 '*1,1 sit 2mgr mfr 11N� 21 0.6 0.8 Ground Btl 3-7 10YR 3/4 NA sit 2msbk mfr € w If -tin 0.6 0.8 l:lev(ft.) 99.50 B12 7 -1 1 10YR 4/4 NA sil I rnsbk mfr aw I f 0.4 0.6 Depth to 21 11-15 IOYR 5/4 1`Id7.5YR 5/8 ,1 1mshk mfr as It' 04 0.7 limiting factor- in. -)C 15-18 7.5YR 5A m2d7.5YR 5/8 Li —I Imsbk mfr NA NA tt Remarks: 2Bw dense: 2C very dense, f d +(- ) Boring # A 0-4 1 OYR 2/2 NA sit 'mgr mfr aw 2f 0.6 0.8 Ph' R1 4 - 7 1 OYR 3/4 NA sil 2msbk mfr ai I f 0.6 0.8 2Bte 1 7 -10 7.5YR 4/4 NA gr-sI Imsbk mfr as If 0.4 0.7 (,round lacy Ift.) 2B%, 2 10-18 7.5YR 5/4 tld7.5YR 5/8 gr-sl Imsbk mfr as If 0.4 0.7 98.44 2C 18-21 7.5YR 4•'4 inId7.5YR 5/8 gr-sl Imshi: mfr NA NA 0.2 0.3 Depth to limiting factor- in. 10 Remarks: 2Bw2 - f1d Mn deposit. small amount of clay. 2C. high and low chroma- very dense. 21-worm channels. CST-Nan,cFli M. Gottfried. Gottfried Environmental Signature: 1_ u. - , -� .� Tel. No. 715-833-1400 Addre.� 124-1/2 Graham Ave. Eau Claire, Wl. 54701 Date: 5 November 2004 CST # 221981 SOIL DESCRIPTION REPORT Parcel 1 M liorine x I'it 3 Horizon i�t2 0� 7 Dominant unsell Color Redox Description Qu. Sz_ Cont. Color Texture Structure Gr. Sz Sh. Consistence Boundarx Roots Soil %pplication Rate (wD1FT= 1 '141 1, 1=.ff42 AI -. IOYR 3i2 NA sit 2mgr mfr 21 ii �, 0.8 (.hound Hcv (11.) 'AL 3 - 6 1.0YR 314 NA sil 2f' r mfr nx% 21 0.6 0.8 919•5 F 6-9 1OYR 4/3 NA sit I mpl mfr aw I f 0.4 0.6 Depth to Bt 9 -11 I OYR 5 3 f2t7.5YR 5.16 ,i I I mshk mfr aw 'NA 0.2 0.3 limiting factor- in. C 1 1-15 10YR 5i3 m2dR.5YR 5?8 1 massiwe 9 Remarks Boring # Horizon Depth in. Dominant Munscll Color Redox description Qu. Sz. Cont. Color Tey[Lire Structure Gr. Sz. Sh. Consistence Boundan Roots Soil Application Rate GPD/l; T, F;ti)Y I 1 ail! 2 Ground IJew Ift.i Depth to limiting factor- in. Remarks: Boring # Ground Flev M.) Depth to limiting Iactor- in. R2 ,marks Boring # Horizon Depth III . Dominant Munscll Color Redox description Qu. Sz. Cont- Color 'rmure Structure Or, Sz. Sh. Consistency [s,�unJan Roots SIMI ,tpplieatirxn Rate GPD;1 ] Ii1fr!1 Ground f Ice i It i 17epth to limiting factor- in. R�rnari.�: BM = nail in base of tree pit 1 Elev = 100.0' on nail approx 1000ft to St Croix -Pierce County Road Gottfried Environmental Eli A Gottfried, R.S., CSTM, Designer Evaluation: Soil test Client: Christensen Date: 5 November 3004 Signature: woods pit 2 Pit 3. ' 9$.50' 99.50' 7.14% slope 100.50` proposed proposed 3 BR garage residence NORTH 4 Scale: 1" = 40' Kurt -and Elizabeth Christensen NW SE 34-28 16W, lot 6 Eau Galle, St. Croix mailing address: 877 Benoy Road Hudson, WI. 54016 715-386-6340 woods corn field —0.2 mi. to 250th Street RECEIVED t APR 1 p 06 1 4EN !�5 --.:io 1m e+ VOL 19 PAGE 4920 KAMM !1_ y —"--- C:ERT1F1E1T,1&v REGISTER OF DEEDS RECEIVED /El/ IIAAP FORK kECORD LOCATED ,; IN PART OF THE SE114 OF THE SE114 OF SECTION 34, T28N, R16W, TOWN OF EAU GALLS, CERTIFIEED SURVEY "AP REC FEE: 13. ST. CROIX COUNTY, WISCONSIN. Do PAGESFEE:: 3_ ea 2 LEGEND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND -- — -- x o O 1' STEEL SURVEY MARKER FOUND SURVEYOR PREPARED FOR o EDWIN C FLANUM E3 3J4' X 18" IRON REBAR SET WEIGHING NORTHLAND SURVEYING, KURT AND ELIZABETH INC. CHRISTENSEN z oo¢ 1.50 LBS. PER LINEAR FOOT P.O- BOX 14 877 BENOY DRIVE Ero w • ROBERTS. WI 54023LL . ' .. • 1 00'ROADWAY SETBACK LINE HUDSON, WI 54O1B Q z a p �— -� PROPOSED DRIVE >< z w U A SOIL TEST M Q ,,. ,., ��� - - 1 - [1 �Lf -LMS- ` 51�.-[eu�_•1 SLOPES OF 20% OR GREATER E1l4 CORNER - SECTION 34 �— NORTH I Inc LOT 1 N 10.29 ACRES INC. RAN 448.416 SO- FT. - -_ - - I Q 10.24 ACRES EXC. R/W i ymj 446,231 SO. FT- I o ©I Z �I I �I I NAT'14•>fa'w 40.9_el0' I'[ r 1 Q _ —�� EXISTING GAS LINE f w I A SPECIAL EXCEPTION USE PERMIT N O I LL I IS REOUIRED FOR THE Z I Q DISTURBANCE OF SLOPES 20% OR 1 I GREATER LOCATED ON THE w APPROVED PLAT OR CSM. THIS PERMIT U IS APPLIED FOR THROUGH no I THE ZONING OFFICE AND IS [INN 1 u- O REVIEWED THROUGH A PUBLIC �i I I z_ HEARING PROCESS BY THE ST. �h CROIX COUNTY BOARD OF e{,° ADJUSTMENT. _ g.g5. � 4© a3CE { G:G.-I-----©C( - � IN87-15'O6'W 1649.25' SOUTH LINE OF IV87*10, 1 1 ! �66,07 u 51/4 CORNER SECTION 34 THE SE1/a PIERCE - SIf t:�- "1- (COMPUTED FROM WITNESS ROAD SE CORNEFt� CORNERS OF RECORD) f7 n 0 - -- SECTION 34 ®mac© C31T b �QaD� THIS INSTRUMENT DRAFTED 6Y SAM ADAMS SHEET 1 OF Z SHEETS JOB NO. 04-131 DATE 12-22-04 Vol 19 Pge 4920 SCALE IN FEET 1 " = 200' 200 0 200 W CERTI F1 EV S V RVEY MAP LOCATED IN PART OF THE SE1/4 OF THE SE1/4 OF SECTION 34, T28N, R16W, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. N w M o ;L 0 Z O trr z w �y cr U ff W � O � Cn K_ z W cn C, w U y � In en J ! �I v w En OO u-. 0 O I �I w Z I � rI �I L �I I of �I �I �I I I �I II�iI] I �I I �I I I �I �I �I S1/4 CORNER SECTION 34 (COMPUTED FROM WITNESS CORNERS OF RECORD) x- N8 7_7 b'081N 13Q2.66' LEGEND SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC- P O. BOX 14 ROBERTS, WI 54023 Ooca1ol11 . VQ MIR MQG ONPIFITD 887.14.16•E 463.60' to 86"0Tp5'E S87°45'S2"E m Z� 260-59 2p3.33'i CENTERLINE GAS LINE EASEMENT OUTLOT 1 7.26 ACRES INC. R/W "." 316,368 SO. FT. p - TOO ACRES EXC. y\ 304,930 SO.FTd 1 z r 1•i? 1� i V . �b.f .. I W 80.22$A N87.15OB'W 33.11' 346.59' 1497"7�'019"W 346.69' SOUTH LINE OF THE SE 1/4 Ll ALUMINUM COUNTY SECTION l7 CORNER MONUMENT FOUND F-1 3/4' X 18' IRON REBAR SET WEIGHING 1.50 LSS. PER LINEAR FOOT TN. PROPOSED DRIVEWAY 100'SET13ACK r_usavF DATA TAF[L F %r�S9a@3 VOL L9 PAGE 4919 KATRLEEN R. VAESR----- REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 01/26/2005 04:00PH CERTIFIED SURVEY HAP REC FEE: 13.00 COPY FEE: 3.00 PAGES: 2 PREPARED FOR KURT AND ELIZAE3ETH CHRISTENSEN 877 BENOY DRIVE HUDSON. WI S4O16 R-ECEP APR i ST. CRC[X fr : fN-i a SL"VEI"DR'S F"rn 60�olllhlo �� Q� I.��C�COG3DL�Q PIERCE - ST. C_ROIX_ _R_OA_E) 'a N87"1508 4V 956,07' ——`� SE CORNER --; SECTION 34 O !� [-[�[D t3�7 O?G�7GQ SCALE IN FEET 1 " w 200' 200 O 200 NUMBER RADIUS I CENTRALANGLE CHORD BEARING CHORD LENGTH JARCLENGTH ITANGENTIN I TANGENT OUT C1 167.00 31'28'47" S13"48'17.5W 90.fi0 91.75' 801'6808"E S29'32'41'W C2 233.04' 3l°26'47" S13"48'17.5 W 126.a1' i28.02' S29-32-41-W I SO`56106"E THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS JOB NO. 04-131 DATE 12-22-04 Vol 19 Page 4919 w t N 01/21/2005 13:05 715-726-2549 S&B CHIPPEWA FALLS PAGE 02 SM16 A'i WSC82811 Memoraindulm/Correg2ondence DATE: January 21, 2005 TO: Eli Gottfried, CST 221981 FROM: Leroy G. Jansky �;e • 4 r Wastewater Specialist �.� �-z nQ`w( 1 ✓ileS E-mail Ijansky@cammerce,st�erte.wi.us �,,,�G�ti�y Fax (715) 726-2549' Voice (715) 726-2544 6Iq •'�`� I-� <7 SUBJECT: Kurt and Elizabeth Christensen ��4jul ��� aV'jl,A Lot 1 Proposed CSM Development Part of the �C E, 34, 28, 18W Imo`-ok5 Town of Eau Galle, St. Croix County 1 have reviewed the soil and site evaluation report for the above referenced site and determined that the transitional soil horizon (AE) reported in soil boring 3 may be included as part of the +4 zone below the A horizon The inclusion of a transitional horizon may not always be acceptable when determining compliance with Comm 85.30(2)(b), Wis. Adnn, Code, However, in this particular case I believe the conditions reported support inclusion of the AE with the underlying E horizon when calculating the +4 zone. The designation AE means that the horizon is dominated by the properties of one master horizon but has subordinate propertiies of another horizon. Typically, the first letter designated means the properties of that horizon are dominate and those of the second horizon are not as well expressed. The A+4 standard was developed because as organic matter (humus) coats the soil particle surfaces making them dark adored, it often masks other features, such as iron concentrations and depletions (redoximorphic features), that are indicators of seasonal or periodic soil wetness. Only under very careful scrutiny do we conslder redox features within four inches of the bottom of an A horizon not to be indicators of saturation into the overlying A horizon. Horizons with Munsell colors with value and chroma less than 3.5 should generally be considered dark enough to mask redox features. However, transitional horizons that are light colored enough to detect redox features can be recognized as part of the +4 zone. 01/2112005 13: 05 ; 15-726-2549 S&B CFIIPPE4JA FALLS PAGE 0 Page 2 of 2 Christensen Property Town of Eau Galle, St. Croix County In this particular case, other documentation regarding the soils and site may be considered when deciding to include a transitional horizon as part of the +4 zone Those considerations include the following: 1. The other soil borings have 6-8 inches of separation between the bottom of the A horizon and faint redox features. 2. The transitional horizon is reported as 10YR 3/4 (dark yellowish brown) and is likely not dark enough to mask redox features when closely evaluated. 3. There is three inches of E horizon (10YR 4/3) material below the transitional horizon and above faint redox features that begin nine inches The only disturbing feature of soil boring 3 is that the lowermost horizon is a massive clay loam. This does not correlate well with the other soil borings that have a sandy loam substratum. This condKion should dictate a conservative mound design using a low linear loading rate of less than or equal to 4.5 gpd/ft. In conclusion, it is my opinion that the transitional soil horizon reported in soil boring 3 may be included with the unsaturated material below for a total of six inches below the A horizon. The reported results are still subject to verification by county or department staff, and I believe that county policy is to verify conditions are all sites with A+8 inches or less. Under that policy, this site would need a county onsite soils verification. If there are any questions regarding this memo, please feel free to contact me. cc: St. Croix County Zoning