Loading...
DDK Construction Soil informationSITE EVAULATION FOR SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTs) , CHIP'S SEPTIC SERVICE LLC. Pernel `Chip" Hentges 16762 Babcock Ave. Lester Prairie, MN 55354 952-200-3176 chipsepticra, mail.com Minnesota Pollution Control Agency Individual Sewage Treatment System License No. 2064 For: DDK Construction Inc. Tim Heiland 2970 Chaska Blvd. Chaska, MN 55318 612-363-4951 Location of proposed septic system site: PID# Part of 250262100, 250262110 Proposed Three Lots XXX Bluff Creek Drive Chaska, MN 55318 This site evaluation was completed on May 16, 2023. The site was evaluated to determine the suitability for a Subsurface Sewage Treatment System (SSTS) for the above -described locations. Soil's information indicated a SSTS is suitable for the proposed Lot and will accommodate a Primary and Alternate SSTS system. An Above grade drainfield will be used to meet the 3-foot separation from the seasonal high watertable as required by MPCA Agency Rules and Standards, Chapter 7080,81. Soil borings were taken with a 1-inch (id) soil boring probe. Soil boring results and location of the soil borings are attached for your records. It is the responsibility of the owner to identify the property boundaries for designing and installing the septic system. General The soil conditions have been established at the test hole location only. There may be variations in soil stratigraphy between and around the borings and interpolation and extrapolation of the results is not warranted. References: MPCA Website: http://www.pca.state.mn.us/programs/ists/index.html U of M Water Resources Center Website: http://septic.unm.edu/index.html If you should have any questions or need further information, you can contact staff at the Local Unit of Government that's permitting this project, and or me at your convenience. I hereby certify that I have completed this septic system evaluation work in accordance with MPCA's Rules and Standards Chapter 7080-81, local ordinances, rules and laws. Pernel "Chip" Hentges Licenses 42064 �A Soil Observation Log www.SepticResource.com vers 12. l Owner Information Property Owner / project: Tim Heiland, DDK Construction Inc Date 5/16/2023 Property Address / PID: 205262100, 250262110 Soil Survey' Information ❑ refer to attached soil survey Parent matl's: 0 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic Bedrock landscape position: 0 Summit ❑ Shoulder ❑ Side slope ❑ Toe slope soil survey map units: k % ) r-e,.") slope 6 % direction- downhill W r 1 LC- r- Soil Log 41 Boring El Pit Elevation Depth to SHWT� Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 5ky - , 0 a weak granular bloc3 -: ,;0 firm mood prismatic massive rigid strong loose loose single grain 35 - 50 l!$1� weak granul�cky �v C >50 Z firm mod to `�— platy prismatic la massive rigid strong 35pte�, loose loose single grain t_ 35 - 50 >50 Vl I L '�3 ( (7' 1 friable f� weak moderate granular c Prismatic la p p ty Irigid s massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: 205262100, 250262110 Soil Log #2 ❑ Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 - 50 iab� weak granular c >50 3l firm o er prismatic platy L C O L— rigid strong massive CD�„_ loose loose single grain 35 - 50 t� weak granul %y �`r firm moJerate prismatic platy CL-_ >50 Z_ rigid strop` g massive <3� �✓�-C'�' IOOSe IOOSe single grain 35 - 50 "- friable ��' ED weak moderate granular blocky pris ati 7 _zO.'L�It Ct— >- 10 f"�-513 " massive i' rigid strQpf., <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 205262100, 250262110 Soil Log #3 ❑ Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape 35 loose loose single grain 3 � aia_� weak granul"cky _ L >50r ( firm meet a prismatic platy massive C rigid strong 03 loose loose single grain 35 - 50 weak granatar-blocky >50 ��]�-`�3 firm mod prismatic platy massive Y' rigid strong 3S n loose loose single grain C �-- 35 - 0 �✓�'r'lr-fz-J friable weak granular yJeck Z� >50 �0�- Sl'j 1(7� r/r moderate prismatic)) plat}, massive rigid stag <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose single grain 35 - 50 friable woose eak granular blocky firm rn moderate prismatic platy rigid I strong massive 1 her this work was completed in accordance with MN 7080 and any local req's. Chip Septic Servies LLC 2064 Designer Signature Company License 4 205262100, 250262110 Soil Log #4 D?igoring ❑ Pit Elevation Depth to SHWT_1 Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 50 weak granular joky i - >50 �!� firm n prismatic platy `-- / rigid strong massive ,� loose loose single grain 35 50 weak granul�y >50 firm mg prismatic platy massive v rigid strong loose loose single grain 35 - 50 � `' friable weak granular b cky y C� >50 � �'�t rt moderate prismatic pi y massive •Y� 0 l�- rigid SUORP <35 loose loose single grain 35 - 50 friable weak granular blocky firm moderate prismatic platy >50 rigid strop massive <35 loose loose single grain 35 - 50 friable weak granular blocky firm moderate prismatic platy >50 rigid I strong massive 205262100, 250262110 Soil Log #5 ❑ Boring El Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape 1 loose loose single grain 35 - 50 iable weak gran4lar-+y it� >50 l(��`' firm Mg-gtaRte prismatic platy massive rigid strong loose loose single grain �j 35 - 50 figEle weak gragu�srIocky >50 l ��r firm mod at prismatic platy massive rigid strong <3 / Qr' 3 loose friable loose single grain 35-50 r �/ weak granul y prism is p aty 2 v �— >50 / ,�/� (� /�— 3 l moderate massive (�—r� rigid strjaag <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 1 he cert fy this work was completed in accordance with MN 7080 and any local req's. —� Chip Septic Servies LLC 2064 Designer Signature Company License # 205262100, 250262110 Soil Log # [ 3 ring ❑ Pit Elevation Depth to SHWT 1- Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 weak granular -} CI �> L >50 1 3 firm MIO eO- prismatic platy massive rigid strong ✓ loose loose single grain to a weak granul5r'9&ky L L 35 - 50 >50 (Ll 7� `4 firm mod prismatic platy l rigid strong massive CID�4 loose loose single grain .• friable weak granular �slesk 7 Zy / C_ >50 �-l`%s / moderate prismatic plat, massive rigid §iazm <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic platy >50 ri id I strong I massive 205262100,250262110 Soil Log 9 ❑ Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redot color consistence grade shape <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid stroniz massive �, loose loose single grain friable weak granular blocky >50 firm moderate prismatic platy rigid stroniz massive <-5 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid stroniz massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby cert fy this work was completed in accordance with MN 7080 and any local req's. —� Chip Septic Servies LLC 2064 Designer Signature Company License # 52 N O�f56'D M.LZ,EE oC6 M.TS,EE oE6 OL9M OZSm OLK96t, OZK966 OLE£96b 4 m Cl) N M.LZ £E oE6 N O 00 N a T Z 7 N O N � U,r o m cn n o � U � 3 m o m z € g 00 X 5 2 4 0 m V 0 fA C O 0 0 w m 7 H C A O Z-4;Q: Z U M.TS,EE .E6 yl' Soil Map —Carver County, Minnesota Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1 HM Hamel loam, 0 to 2 percent 1.6 6.5% slopes KB2 Lester -Kilkenny loams, 2 to 6 3.2 13.0% percent slopes, eroded KC2 Lester -Kilkenny complex, 6 to 10.3 42.4% 10 percent slopes, moderately eroded KE2 Lester -Kilkenny complex, 16 to 4.9 22 percent slopes KF Lester -Kilkenny complex, 22 to 4.3 40 percent slopes TB Terril loam, 2 to 6 percent 0.0 slopes Totals for Area of Interest 24.2 20.1 % 17.8% 0.1 % 100.0% LSDA Natural Resources Web Soil Survey 5/18/2023 Conservation Service National Cooperative Soil Survey Page 3 of 3 ,% �O�RY p p/�j / - 9365 I Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner / project: Tim Heiland, DDK Construction Inc Property Address / PID: 205262100, 250262110 Date 5/16/2023 Soil Survey Information ❑ refer to attached soil survey Parent matl's: 0 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: I] Summit ❑ Shoulder ❑ Side slope ❑ Toe slope soil survey map units: Le.,-fe- X71&,,,A7 slope 6 % direction- downhill 4n)n_ 610 1 h/I i plc/% l ;1 4- Soil Log # 7 ©43 ring ❑ Pit Elevation Depth to SHWT �Z Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35-50 weak granular t >50 %01Z 3/3 f eiCr�T t� prismatic platy massive V I ! g strong G) loose ri loose single grain 35 - 50 weak granulwr_*=ry 11— Z Z C L >50 %n (/ /� firth od a prismatic platy % rigid strong massive loose loose single rain g _� ZZ '�li22 CL 35 - 50 >50 / OIL �/% n `�� friable fIE:> weak moderate granular prismatic platy ( f' rigid Sir massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: 205262100, 250262110 FLD Soil Log #t 9-Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape CAS loose loose single grain 35 - 50 Ogjb::I�_ weak granu)dr7jMXb. p (_ >50 l0-)c_ 3/ firm der a prismatic platy massive rigid strong 35 loose loose single grain 35 - 50 art�.ble..) weak grapcttar ocky to ��..- >50 �� firm � prismatic platy massive rigid strong loose loose single grain - 35 50 friable M ` weak moderate granular blocky prismatiimay >50 /e7 514 ` massive t rigid s <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 205262100,250262110 Pip Soil Log #"q 5i,6 ring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 - 50 f oo weak granulnr-tr�ky D r Z �' >50 3� l ® firm to prismatic platy massive rigid strong loose abl loose single grain 35 - 50 i� weak granular-�+t� y l Z _ C (_ >50 (� �L '! r trip m er prismatic platy massive rigid strong Cam` -�'C loose loose single grain 35 - 50 friable weak granular�cky >50 / 0 Af `lC-4, irin moderate prismati' c'- platy massive r 6 rigid 0 str <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 1 hereby certify this work was completed in accordance with MN 7080 and any local req's. —::—> Chip Septic Servies LLC 2064 Designer Signature Company License # 205262100, 250262110 -Pi Soil Log #- to C�+-13oring ❑ pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape ® loose loose single grain 35 - 50 fable weak granyla--imb=kc >50 / l� �� firm ln�, prismatic platy Massive l IJ rigid strong <3 loose loose single grain 35 - 50 a weak grarwtar:jjDpky J LC, C, L >50 (C' �� -�' rm rigid r strong prismatic platy massive \ loose loose single grain 35 -50 friable weak granular prismatic platy J``tJ'ib lO �� � ) �/ moderate massive rigid str9ag, <35 loose loose single grain 35-50 friable weak granular block >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky firm moderate prismatic P Platy >50 ri id I strong massive 205262100, 250262110 P0 Soil Log #It ring ❑ pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape 35 loose loose single grain 35 - 50 � weak granuja-l�ky >50 /j 3/ (r firm prismatic platy rigid strong massive loose loose single grain 35 50 la weak granyl�cky 17 - ( l� L >50 �, �J� firm m era prismatic platy rigid strong massive f. loose friable loose weak single grain ky 35- 50 _, .��., granuly-tl jam, t' >50V /! moderate prismatic platy rigid str massive <35 loose to single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy ,rigid strong massive I here ert this work was completed in accordance with MN 7080 and any local req's. Designer Signature Chip Septic Servies LLC 2064 Company License # 205262100, 250262110 W Soil Log 4 17 C9-Wring ❑ Pit Elevation Depth to SHWT-Z-/ Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 - 50 a e weak grAWA -sky >50 3 �� firm njadg= prismatic platy (- massive rigid strong 1 loose loose single grain 35 - 50 fri weak granut ck. >50 L� 'i l firm m ismatic plate I? rigid strop massive loose loose single grain friable weak gu_Oky35-50 >50 / / % '� t moderate prismatic platy massive rigid g <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strop massive 205262100, 250262110 Soil Log 45 O Boring p pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic plat} rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular block\ >50 firm moderate prismatic plat', rigid strona massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid stronp, massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy riid strong massive I her rt this work was completed in accordance with Designer Signature MN 7080 and any local req's. Chip Septic Servies LLC 2064 Company License # M 1Z,EE 46 M.IS.EE X6 z OMM z Ok3564 z Z v M.LZ£E oE6 I Z it d 3 w = o 2 � cn a m F o m z x O y U � N C O O N, M 3 N c A O � z --ii;� 2 U M JS £E oE6 A Soil Map —Carver County, Minnesota Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI HM Hamel loam, 0 to 2 percent 1.6 6.5% slopes KB2 Lester -Kilkenny loams, 2 to 6 3.21 13.0% percent slopes, eroded KC2 Lester -Kilkenny complex, 6 to 10.3 42.4% 10 percent slopes, moderately eroded KE2 Lester -Kilkenny complex, 16 to 4.9 22 percent slopes KF Lester -Kilkenny complex, 22 to 4.3 40 percent slopes TB Terril loam, 2 to 6 percent 0.0 slopes Totals for Area of Interest 24.2 20.1 % 17.8% 0.1 % 100.0% USD,N Natural Resources Web Soil Survey 5/18/2023 Conservation Service National Cooperative Soil Survey Page 3 of 3 Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner / project: Tim Heiland, DDK Construction Inc Date 5/16/2023 Property Address / PID: 205262100, 250262110 F 0 _'t Soil Survey Information ❑ refer to attached soil survey Parent matl's: O Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: 0 Summit ❑ Shoulder ❑ Side slope ❑ Toe slope soil survey map units: Les-4�,- " K-r/ Kegrt� slope 6 % direction- downhill ?VnPUSA�0 FAST LG>" Soil Log #1'3 E0,Kring ❑ Pit Elevation Depth to SHWT 'Zr, Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 - 50 weak granu�ar—lilac >50 1 firm er prismatic p at} massive V r�-3/3 rigid strong loose loose single grain 35 - 50 fable weak granny >50 / �i7•� �L( c� r firmrp`� prismatic platy massive rigid strong loose loose single grain 3 o fi Re friable weak granular 19acky pt ry L CL_ >50 �� ��% g� moderate prismatic massive rigid st <35 loose loose single grain 35 - 50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: 205262100, 250262110 f 1i) Soil Log #' L''Boring ❑ Pit Elevation Depth to SHWT_� Depth (in) Texture fi-aament % matrix color redox color consistence grade shape loose loose single grain 35 weak granul 5050 e �`� 3 film �e to pris ati�i c p�la3 massive rigid strong 0 loose loose single grain 35 - 50 a weak granular cky L L >50_ `� 3 ttm m �te prismatic platy rigid strong massive ..�� 'Ofcplls loose loose single grain 35 - 50 �e � friable weak granulaz bl cky Cu- >50 i �. s — .L,L' I t5 ` 19>moderate rigid str Prisinfitic massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid I strong massive 205262100, 250262110 `-'ti)? Soil Log #'iS ring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape 40> loose loose single grain 35 - 50 't9ii>weak granu1�ky G . Z (_. >50 1 G IL 36 firm a prismatic platy massive rigid strong 12) loose loose single grain 35 - 50 iabl weak granuta� 4IMky (Z Lv C �-- >50 -� `� t firm roodg5 �e prismatic platy 0 3 rigid strong massive aye loose loose single grain 35 - 50 c friable weak granular ock} i C >50 ;' i l;' s " ( ff 61 Sll, moderate prism is plate t f rigid 54raug massive single grain <35 loose loose 35 - 50 friable weak granular blocky >50 fart moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 1 hereby certifv this work was completed in accordance with MN 7080 and any local req's. Chip Septic Servies LLC 2064 Designer Signature Company License # 205262100, 250262110 PO Soil Log *Ijo S-5oring ❑ Pit Elevation Depth to SHWT _ Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain 35 - 50 a weak granul y /� (/ '�� CL >50 3/3 firm to prism prismatic platy massive rigid strong loose loose single grain 35 weak granulas-�cky / 0 --/7 CL_ >50 �t/ Q r/3 firm p1p�� prismatic platy massive rigid strong N loose loose single grain 3(5—J5`0 friable weak granular ccky l7-Z� r (.._ L >50 j��^L y �' �� moderate pri ma atir►f c platy massive ( / rigid s <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 205262100,250262110 Soil Log # 17 Goring O Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape 35 - 50 loose loose weak single grain granular--b}cy >$0 �It 3f firrn m�qAO=v prismatic platy % rigid strong massive loose loose single grain 35 - 50 iaNc>weak granular_lbio_qk- j I V >50 l (( frn1 tT12t to Prismatic platy rigid strong massive loose loose single grain `o , 35� 0 >50 �/ A / friable trm weak moderate granular W- y prismatic platy IJ— y ���( massive rigid <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid stronp massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy -rigid strong massive 1 hereby certify this work was completed in accordance with MN 7080 and any local req's. Chip Septic Servies LLC 2064 Designer ignature Company License # 205262100, 250262110 P W Soil Log # e, ❑ Boring ❑ Pit Elevation Depth to SHWT_ Depth (in) Texture fragment % matrix color redox color consistence grade shape loose loose single grain P-5 weak granular — 3 >50 j firm 42@ISMe prismatic platy rigid strong massive � loose loose single grain �� 35 - 50 to weak granula�cky >50 C % firm prismatic platy rigid strong massive z) `� 3 loose loose single grain 35 50 n"'° friable weak granular �k- C t— >�0 5"7- ( '�— ' �o � moderate prismatic p 0-V—.61f ¢ rigid str massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 205262100, 250262110 pip Soil Log # ❑ Boring ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence _trade shape <35 loose loose single grain 35 - 50 friable weak granular block- >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky > firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 - 50 friable weak granular blocky >50 firm moderate prismatic platy ri id strong massive 1 here this work was completed in accordance with MN 7080 and any local reg's. Chip Septic Servies LLC 2064 Designer Signature Company License # 2 b� 4 M dZ £E oE6 M.TS.EE oE6 M M M.GZ £E oE6 O O N � � N a a Z CO O O � Z O 7 — 0 o m � a o U L ,O �$$ Z x a U � N 7 2 O y O a .2 a � o o m •+ C O z Z U Soil Map —Carver County, Minnesota Map Unit Legend Map Unit Symbol HIM KB2 KC2 TB Totals for Area of Interest Map Unit Name Hamel loam, 0 to 2 percent slopes Lester -Kilkenny loams, 2 to 6 percent slopes, eroded Lester -Kilkenny complex, 6 to 10 percent slopes, moderately eroded Lester -Kilkenny complex, 16 to 22 percent slopes Lester -Kilkenny complex, 22 to 40 percent slopes Terril loam, 2 to 6 percent slopes Acres in AOI I Percent of AOI 1.6 6.5% 3.2 13.0% 10.3 42.4% 4.9 4.3 20.1 % 17.8% 0.0 0.1 % 24.2 100.0% USDA Natural Resources Web Soil Survey 5/18/2023 Conservation Service National Cooperative Soil Survey Page 3 of 3