Loading...
HomeMy WebLinkAbout026-1296-24-000Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of in acicardi Attach complete site plan on paper not less than 8 include, but not limited to: vertical and horizontal r percent slope, scale or dimensions, north arrow, a Please print all in/ PeraonaliMormaUon you provide may be uu4lor sewn nice m. C 12 x 11 inches in size. Plan must erence point (BM), direction and localM�ffd rjstgnce�bkt0learest mat�iioTTnr.�pp����yy ((�����L��Ul1 ary pr^Peela�lr'^'�a�7` ..liTI�04 I1) de cad. roll. 1 county�J �r/�f•X Parcel I.D. b _ lc+v Revie by Date b Property Owner cation Govi. Lot L 1/4 57F1/4 S T 3(-) N R/d ELod" Property l's M'aililing Add �- A - I----L- -t� L t # Block # Suubb%d. Name or CSM# City State Zip Code ❑ C. ❑ rllage To Nearest P"' New Construction Use: esidenUal / Number of bedrooms Code derived design flow rate 1a GPD ❑Replacement ❑ Pubbli�mr 0 tribe:------- Parertt material _L�L JFlootl Plain elevalion "rf applicable ll/ /�and nGeneral s,s�„� 9sk 9s SS fe n--r 0Bor;ng MBoring# Pit Ground surface elev. ft. Depth to limiting factor u in. Soil Application Rate Hari = Depth I in. Dominant Color Munsel Redox Description Ou. Sz. Cont. Color Texture6Sz. Consistence Boundary Roots GPD#f 'Eft#1 'Eff#2 6-IZ D /��L S/ � LJ. If r Boring # ®❑ Bonn, Pit Ground surface elev. l d�, `Yt. Depth to limiting tador� n Sod Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots I GPDM 'Eff#1 'ER#2 Z D r 3/)z �— !2 0�5�r1j!�:;- 5 Zen 2 /Z-y 0 S/ c( 2msb Fr I t' Y 3 �%�� �U ✓ %6 Sev, n rk- % It D ' Effluent #1 = BOO, > 30 < 220 mg/L and TSS >30 11 ' tmuent rr[ = tsvu I .w mgrk_ ana I a � .x, rIyrL CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 S C ,o — 0 S-� 715-246-4516 Property Owner Parcel ID # Page —of 3 Boring # Boring ✓ Pit Ground surface elevz�Yft. Depth to limiting factor 0 nl- Soil Rate Ha¢on Depth In. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eff#1 'Eff#2 I P-J 1// o , 3/L Sr Yn C- s 2rt-t �o b LIH cJ I .3 '�-l/D v ry� rn n no- - �• Ir LOU ■Boring # Boring ■pit Ground surface elev. ft. Depth. ■Boring # E] Boring ■ Depth to lintifing factor in. Effluent #1 = BOD. > 30 < 220 mg1L and TSS >30 < 150 rtxpL • Effluent #2 = BODr 130 mg1L and TSS 130 mg& 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. SBP4330(R W) Soil Test Plot Plan Project Name Country View Ridge LLC Sha Address P.O. Box 176 N R' h d MAS4017 ew is coon i M #226900 Lot 21A Subdivision Country View Ridge Date M0105 NE 1/4 SE IMS 7 T 30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail System Elevation 95.6/95.7 *HRpSameasBenchmark St. 246' Property 1 Fri