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RE: wetlands/wetlands determination
Christine Mattson From: Scott Wetzel [swetze16080@gmail.com] Sent: Tuesday, June 30, 2015 7:33 PM To: Elizabeth Brown Cc: Frank Svoboda; Erica Britcher; Christine Mattson Subject: Re: 500 Hunter Pass, Orono Let's put this all on hold anyway. Scott Wetzel On Jun 30, 2015, at 7:21 PM, Elizabeth Brown <EBrown@minnehahacreek.or�>wrote: Hi Frank, I believe that the City of Orono (CCC� I1�E�e? B'eC�Ul9'�S t�3�t aII liteElaC1�S WiTl�ltl �5�= Of[JCO�?C3SECI construction be delineated. In this instance, a MCWD wetland protection permit woufd only be triggered if wetland impacts are proposed, in which case only the wetlands that would be impacted by construction would need to be delineated. If only a portion of the property is investigated for wetlands then any WCA NOD that I would issue approving the boundaries would include language describing the extent of the investigated area. Does this clarify? Thanks! Beth Brown Permitting Technician Minnehaha Creek Watershed District ebrown@minnehahacreek.org 952-641-4504 <image001.png> From: Frank Svoboda [mailto:franks@�psinnovations.com) Sent:Tuesday,June 30, 2015 11:05 AM To: Elizabeth Brown Cc: 'Scott Wetzel'; 'Erica Britcher' Subject: 500 Hunter Pass, Orono Beth We have been asked to complete a wetland delineation on a parcel located at 500 Hunter Pass in Orono. The parcel is approximately 8 acres in size.There are 2 wetlands on the property, neither very close to the house.The owner wishes to put in a swimming pool and needs to have a wetland delineation completed. My question is since the parcel is so large and the pool will be constructed in close proximity to the house, how much of property needs to be delineated? Can you let me know quickly so that I can get back to the owner? i _T-�__`_�,� -- - ��.- � � b� �� r �.. r��� ���. , � �Y. �yi�'.: . �� �,` a 4:�Y.,' :(e ��' � ^ { y 4 �� � i�,�y�� a �O�O '�.`. yy, � - �* .. �' •A,�� •'. �F •�� �., F i. I "k P Y p"' � v.�. � � . �°�'lr . 1�. _ u '�'i _ y _R � �N r'.. .. k rY3� d f: " � • � 7 ' �� � 5%. . , fit, s, t ,y, � .�i i r;,� ;��•-�rm�� «'�`.R a �,r.�'�`�.�* � `•� ti �4�. . , ry, �� t ��� i�� .. .r:. �,�6 _ $` y �,y�.� t . yF /. vv � r �� :�.�a . ' . 1M�'a L� '��� �' # � . .a. .-. ��� ^i:..�' .:ai:: �� �. ` . `q'rf5H0�� �' ,d� 3; �X �� � � _ � fa ,y��' �� . 'e °�y�;� �� �.;� �✓5 ..�� � •�'�. ��} a .h� T3k , F �' r�� :�._ ��tD � �� ��" - :� �� . y 1 � ,;�s .� � � ° ,; �; „� Legend � � �' ,r,q :'. ,' m •,"!� A �.+,�.s '',"� �� i£� , • _. ,`� �y�, y- � y ��' �.':,�, �s„c�t:� �. ' � �t �c ���a �� -� �.¢,'�, �� . 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Disclaimer: >. ----------- —�� -- -- --- -- -- �------- ------- This drawing is neither a legally recorded map nor a rvey and is not intended to be used as one.This drawing is a compila[ion of rewrds,information,and data 0 79 Feet e lo uate�d in various citV,counN,and state o�ces,and othei s affecting the area shown and is ro be used for refer e purpos only.The City of Oron s no[ �O 8olton&Menk,Inc-Web GIS 4/6/2016 924 AM ,P�,,,,�IhIP fnr anv inarrurariaa harrin m�rain<d r �Jeff Schmit ` From: Scott Wetzel <swetze16080@gmail.com> Sent: Wednesday, March 16, 201610:50 PM To: Jeff Schmit Subject: Fwd: 500 Hunter Pass Level 1 determination Attachments: 2015-048 500 Hunter Pass detrm.docx; Untitled attachment 00185.htm; Figure 1 -topo and wtlds.pdf; Untitled attachment 00188.htm; Figure 2 - NWI.pdf; Untitled attachment 00191.htm; Figure 3 - Soils.pdf; Untitled attachment 00194.htm; Figure 4 - Previous deln.pdf; Untitled attachment 00197.htm;20151210_13193001668_27 _Hydric_Rating_by_Map_Unit.pdf; Untitled attachment 00200.htm Scott Wetzel Begin forwarded message: From: "Frank Svoboda" <franks@�psinnovations.com> Date: March 16, 2016 at 9:10:44 PM CDT To: "'Scott Wetzel"'<swetze16080@�mail.com> Cc:"'Erica Britcher"' <ericab@�psinnovations.com> Subject:500 Hunter Pass Level 1 determination Scott We received your check for$500 last week for the Level 1 determination that I completed in December, 2015.Attached are my findings for your reference.We were gone from late last week until yesterday so that is why it took some time to get the report to you. If you wish to proceed with a complete re-delineation of the property, let me know.We sent you a proposal for that service in February, 2015. Later you requested that we put the project on hold which we did. If you wish to move ahead with the work this spring let us know so that we can work it into the schedule. Since our proposals are only good for 60 days,we will need to send you a new one.Call if there are any questions. Frank 612-384-7770(M) 1 . 22752 County Road 7 Hutchinson,MN 55350 � � � � ' � � � ' 952-471-1100 Office 612-384-7770 Mobile � � � - franks@gpsinnovations.com emo To: Scott We�el From: Frank Svoboda CC: Dat� 3/17/2016 Re: SER Project No.2015-048 500 Hunter Pass Frank Svoboda, Svoboda Ecological Resources reviewed the above site on December 7"', 2015 in accordance with the Level 1 Routine Delineation Procedures outlined in Minnesota Board of Water and Soil Resources Technical Guidance Memo issued July 1, 2010, Wetland Conservation Act—Wetland Delineations: Choosing the Appropriate Method by Ken Powell and Les Lemm. The Routine Level 1 Delineation Method may be used when the exact boundary of the wetland is not critical and to determine wetland type.A Level 1 determination consists of a review of offsite info�rnation such as wetland maps, aerial photos, soil suroey data and topographical inforrnation. In a Level 1 Deterrnination, the exact wetland boundary is not a critical requirement and may be used for early level site planning decisions. Figure 1 shows the outline of the lot along with 2 wetland areas, a constructed pond and a ditch channel which are sketched on a topographic map and aerial photo downloaded from the Hennepin County Natural Resources GIS website.The total area of the lot is 8.23 acres. Figure 2 shows the previously mapped wetlands on the property based on the National Wetland Inventory (NWI) along with an update for Hennepin County, also downloaded from the Hennepin County GIS website. Figure 3 shows the various soil types on the parcels and their hydric rating—that is the extent to which the soil has the potential to be or contain we�and. Soils data was obtained from the US Department of Agriculture Natural Resources Conservation Service Web Soil Survey website. Figure 4 is a survey prepared by Coffin 8�Gronberg, Inc (now Gronberg and Associates) showing the wetland boundary that was delineated previously and surveyed. The date of the survey drawing is March 3, 1998. Description The property was visually examined by a site walkover on December 7, 2015. Due to a warm fall, snow cover was absent and vegetation was still identifiable.There was no frost in the ground and water in the pond and the wetlands was unfrozen. Prior to visiting the site, the information presented in the above figures was reviewed and used as a guide for the site walkover. 1 � The house and driveway described as"proposed" on Figure 4 are now present. The pond appears to have been constructed during or after the construction of the house as it does not appear on a Google 1991 aerial photo but is present on a 2002 aerial along with the house. It is not depicted on the 1998 survey and prior delineation either. Wetland 1, previously delineated, is a combination Type 1U3/4 bottomland forest, fresh wet meadow and shallow marsh. A large area of open water is present in the central part fringed with some reed canary grass but in large pa�t surrounded by woodland some of which is in the finge saturated zone. An outlet channel is present at the westerly edge. Water passes beneath the driveway into the pond (Pond 1). Wetland 2, also previously delineated, is a Type 2 fresh wet meadow. This area is fed by overflow water from Wetland 1 through an underground pipe. Pond 1 is an excavated and bermed area described as a Type 5 open water pond which was artificially created.Water flows into the pond from Wetland1, In conclusion,Wetlands 1 and 2 are identical in configuration as previously delineated and surveyed on the 1998 survey.The constructed pond does not appear either on the survey or on a 1991 aerial photo but is clearly evident on a 2002 aerial photo as is the house. Please call or e-mail any questions that you might have. •Page 2 Figure 1 � � � � � � � ' .. • �r � ` r 1t ' `�: IjII, � w 9' t� � � � �'�� F-, M S Pipe Wetland 1 � �r� � I Wetland 2 � Ditch Pond -.__ ,; Parcel ID: 2511823310005 Map Scale: 1"=200 ft. N Address: 500 HUNTER PASS,ORONO,55391 Print Date:6/29/2015 � Owner Name: SCOTT WETZEL&TERISA WETZEL Acres: 8.23 z Ecologically Print Legend Land Cover: Multiple �Significant Area Yes �Present: Natural Resource 3 No ;Soils: Multiple Corridol'PreS@nt: This map is a compilation of data from � varioussourcesand isfumished"AS IS"with Public Waters No �Wetland Yes no representation orwarranty expressed or PreSent: �Present: implied, inGuding fitness of any particular � purpose,merchantability,orthe accuracy Floodplain Present: No �Watershed: C eekhaha and completeness of the information shown. COPYRIGHT�HENNEPIN COUNTY 2015 ,k �,.:,.�.,�-_..,..., Figure 2 H�r � � � ! � � � .� r . # � ;E r� �i ! .X 7 � :%'( �' ��� r.�'9`�r�,l y'� I I I�;: � � j ' t _ e �u�. � � k'I. C ��A i�', , � ��` ':`��,���IM� � �. Parcel ID: 2511823310005 Map Scale: 1°=200 it. �d Address: 500 HUNTER PASS,ORONO,55391 Print Date:6/29/2015 � Owner Name: SCOTT WEIZEL&TERISA WETZEL �� Acres: 8.23 �Ecologically Print Legend Land Cover: Multiple �Significant Area Yes � Present: ; Natural Resource No 3 Soils: Multiple COt'ridor Present: � This map is a compilation of data from ; varioussourcesand isfumished"AS IS"with Public Waters No �Wetland Yes no representation orwarranry expressed or Pr'esent: � Pr'esent: implied,inGuding fitnessof any particular I Mlnnehaha Purpose,merchantability,orthe accuracy Roodplain Present: No ;Watershed: and completeness of the information shown. y Creek COPYRIGHT�HENNEPIN COUNTY 2015 a �w:..,..-P...�...t Figure 3 • • 3 Hydric Rating by Map Unit—Hennepin County,Minnesota 3 � (500 Hunter Pass) � � a 457690 457680 457720 457760 457800 457&10 457980 457920 4S79C�0 458000 458040 45°0'3'N 45°0'1'N 0 0 r� � � a � � � � � � � °�v Ki � � v 0 R'i � o�i �c a 0 o � � � � a 0 � � m � v v aa^sq sr N aa�ss sz•N 457690 457680 457720 457760 457800 457840 457860 457920 457960 458000 458040 3 3 M Nlap Scale:1:1,960 B prin0ad on A landscape(11"x 8.5'�sheet '-" Metels "' a N 0 25 50 100 150 a /V � 0 50 100 Z00 300 Map projecbon:Web Menalnr Comer aoordinaGes:WGS8�1 Edge ocs:UTM Zone 15N WC�84 � Natural Resources Web Soil Survey 12/10/2015 Conservation Service National Cooperative Soil Survey Page 1 of 5 Hydric Rating by Map Unit—Hennepin County,Minnesota (500 Hunter Pass) MAP LEGEND MAP INFORMATION Area of Interest(AOI) Trensportation The soil surveys that comprise your AOI were mapped at 1:12,000. Area of Interest(AOI) � Raiis Soils ,� Interstate Highways Warning:Soil Map may not be valid at this scale. Soil Rating Poygons Enlargement of maps beyond the scale of mapping can cause US Routes misunderstanding of the detail of mapping and accuracy of soil line Hydric(100%) Major rtoads placement.The maps do not show the small areas of contrasting Q Hydric(66 to 99%) soils that could have been shown at a more detailed scale. � Local Roads �� Q Hydric(33 to 65%) Please rel on the bar scale on each ma Sh2et fo1'ma Background y P P Q Hydric(1 to 32%) Aerial Photography measurements. ° Not Hydric(o°/a) Source of Map: Natural Resources Conservation Service Q Not rated or not available Web Soil Survey URL: http:/lwebsoilsurvey.nres.usda.gov Coordinate System: Web Mercator(EPSG:3857) Soil Rating Lines Maps from the Web Soil Survey are based on the Web Mercator �r,s Hydric(�oo°io) projection,which preserves direction and shape but distorts ,.�r Hydric(66 to 99%) distance and area.A projection that preserves area,such as the Albers equal-area conic projection,should be used if more accurate . . Hydric(33 to 65%) calculations of distance or area are required. ..4. Hydric(�m 32%) This product is generated from the USDA-NRCS certified data as of .� Not Hydric(Oo�o� the version date(s)listed below. . r Not rated or not available Soil Survey Area: Hennepin County,Minnesota Survey Area Data: Version 11,Sep 18,2015 Soil Rating Points � Hydric(100%) Soil map units are labeled(as space allows)for map scales 1:50,000 or larger. � Hydric(66 to 99°k) Date(s)aerial images were photographed: Mar 16,2012�ep 7, � Hydric(33 to 65%) 2014 � Hydric(1 to 32%) The orthophoto or other base map on which the soil lines were � Not Hydric(0%� compiled and digitized probably differs from the background imagery displayed on these maps.As a resutt,some minor shifting p Not rated or not available of map unit boundaries may be evident. Water Features �. SVeams and Canals � Natural Resources Web Soil Survey 12/10/2015 Conservation Service National Cooperative Soil Survey Page 2 of 5 - Hydric Rating by Map Unit—Hennepin County,Minnesota 500 Hunter Pass . Hydric Rating by Map Unit �.,� Hydrlc Rating by IHap Untt--Su�timar�i by Map Ut�Ita=�Het�riepin County;M(nnesota(NIIVOS3)� ; ' ���`� ` ' Mapr,unit syrrtbdl .r 1 e` M€�pw�un�t nar�le ' Rating` ': Acre��nrA�J�=� , Per��t of AO! L22C2 Lester loam,6 to 10 2 0.8 11.1°/a percent slopes, moderately eroded L22D2 Lester loam,10 to 16 0 0.1 1.1°/a percent slopes, moderately eroded L22F Lesterloam,morainic,25 5 0.8 11.0% to 35 percent slopes L24A Glencoe clay loam,0 to 1 100 2.1 27.4% percent slopes L36A Hamel,overwash-Hamel 45 1.2 15.8% complex,0 to 3 percent slopes L44A Nessel loam, 1 to 3 10 1.6 21.6% percent slopes L70D2 Lester-Malardi complex, 3 0.9 11.9°/a 12 to 18 percent slopes,eroded Totals for Area of Interest 7.5 100.0% U5DA Natural Resources Web Soil Survey 12/10/2015 +� Conservation Service National Cooperative Soil Survey Page 3 of 5 - Hydric Rating by Map Unit—Hennepin County,Minnesota 500 Hunter Pass Description This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is rated based on its respective components and the percentage of each component within the map unit. The thematic map is color coded based on the composition of hydric components. The five color classes are separated as 100 percent hydric components, 66 to 99 percent hydric components, 33 to 65 percent hydric components, 1 to 32 percent hydric components, and less than one percent hydric components. In Web Soil Survey, the Summary by Map Unit table that is displayed below the map pane contains a column named'Rating'.In this column the percentage of each map unit that is classified as hydric is displayed. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part(Federal Register, 1994).Under natural conditions,these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands.The criteria used are selected estimated soil properties that are described in"Soil Taxonomy" (Soil Survey Staff, 1999) and"Keys to Soil Taxonomy"(Soil Survey Staff, 2006)and in the"Soil Survey Manual"(Soil Survey Division Staff, 1993). If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field.These visible properties are indicators of hydric soils. The indicators used to make onsite determinations of hydric soils are specified in"Field Indicators of Hydric Soils in the United States"(Hurt and Vasilas, 2006). References: Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors.Version 6.0, 2006. Field indicators of hydric soils in the United States. uSpq Natural Resources Web Soil Survey 12/10/2015 � Conservation Service National Cooperative Soil Survey Page 4 of 5 • Hydric Rating by Map Unit—Hennepin County,Minnesota 500 Hunter Pass Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. Soil Survey Staff. 1999. Soil taxonomy:A basic system of soil classification for making and interpreting soil surveys.2nd edition. Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436. Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. Rating Options Aggregation Method: Percent Present Component Percent Cutoff.• None Specified Tie-break Rule: Lower USpA Natural Resources Web Soil Survey 12/10/2015 � Conservation Service National Cooperative Soil Survey Page 5 of 5 -- j; ---- .; � - i � I, CERTIFICATE OF SURVfY FOR �� JYLAND DEYELOPNIE�IT,INC. �i OF LOT 1, BLOCK 1, HUNTER PASS � HENNEPIN COUNTY, MINNESOTA ;� �, , ,. � f ,_•//� �� , �i,. -- ----i---- � -'— i /;i,, i} , . : , �i-',, - : / : , ; i ---- i _—' � --- --- - -- r' --- , � � _ � , � . i ,, � , ,� , , ------- � -_ , . , � . „ , �. � r - , � 1 ',� , � _xarsz�r--E- imtc6e , . , � ,, , , , , , , -- ----- - � ' ' i - ------ . , _, . z-. -- --- ------ -------- -------- ===__----- -----�*.---a - ---- ---- --�---.-- =---__ ---i� �- -�----- ----L---�----�----s r s'� . ,� � � ;f���j, -- -- -�I � �;/ � V� >;'� �� ,��, '--- -----___; _ - �j�j i i ,/�� i � � '� , .', _- ----- �\ \c �'• -__ - - ��, i � .- , , - , , . 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W� � t . . � ,� . �� � � � ��:.,c;' � �N �'' . �f� a� � �................. .........._.......�_..._...�....�...._�...:._. �......_..._......�_..::..�... :........_...�.........._____.........._.......�..�._.. =8.�.........�_. Z ._..........�.....�w .�.. . _.....� .._�......_........._ .........�....._�._..�._._...._._..�.._..._._._...._..................w.....�....�.._.�..._....__..._....._.... ..��. .�........__ ._ .�.........,.__� � �� � ��� . }m�� . . � � . � � � ���� . . . � ��� � . � / ' � � , . / ��. . / . � /, . . � � � . � IEGAL �ESCRIPTION OF �PREMISES : lot i, Bfodc 9, �HUNTER PASS � . . � . .o : denotes iron marker .. . � . . � . � � (gg8.8� : denotes existing spot elevation, mean sea� I�vei datum � . . 20 160 9 8 : denotes. proposed spot elevction � � � � � � :Bearings shown ore based upon � assumed datum. � This survey �i�tertds to show the boundaries of the above described property� . � cnd the proposed tocation of a proposed house_th�`eon. It does not purport � �FEET � � � to show any other improvements or encroacl�nents:� � . � �AOPOr�o EtEv�r�o.✓S' . /) .�AlFii fNT = 9P� � • . . t) roI ir.rvenv = 99�}G.7 f 99.� 7 � � • � 32 r'rA�t/6F :. .999. 0 . .� _. .. . �. . _ . . r c�FF� � � � � , �Civii En � . . . 482 Tcu i . ' . � , . � - , . . � . � � � � � . . � . . . . -� • • . , • . � . � .' : � . i, _ . . • .,.4.:�.. . . Ov11E � � . 3/3/98 : . � � NBER� � _ IN�. � � � � � � . 8c G R a ,. .a . . � � igineers, Land �Surveyors, Land Planners . : ,��,, marcck Avenue, Long Lake, MN 5535fi 9��ee. �612--473--4141 � � � . . . a Hydric Rating by Map Unit—Hennepin County,Minnesota 3 � (500 Hunter Pass) � a a 457640 457680 457720 457760 457800 457840 4S/880 457920 457960 458000 458040 45°tl 1"N 45°0'1'N 0 o " � P a � �' a, a a � � a a � � � a 0 � � �, a a 0 o � � � � a a 0 � � rn a? a a aa^sv�sr N ao^ss sz•N 457690 457680 457720 45T160 4S/800 457840 457880 4S/920 4579G0 456000 458040 3 3 �, Map Scale:1:1,960 f prinLed an A landsope(11"x 8.5'�sheet � M � M o� N 0 25 50 100 150 � /V � 0 50 100 200 300 Map projection:Web Mercatnr Cort�000rdinates:WGS&l Edge tics:UiM Zvne 15N WGSS�i � Natural Resources Web Soil Survey 12/10/2015 Conservation Service National Cooperative Soil Survey Page 1 of 5 Hydric Rating by Map Unit—Hennepin County,Minnesota (500 Hunter Pass) MAP LEGEND MAP INFORMATION Area of Intereat(AOI) Transportation The soil surveys that comprise your AOI were mapped at 1:12,000. Area of Interest(AOI) �.}{ Rails Warning:Soil Map may not be valid at this scale. Soils ,iw„r Interstate Highways Soil Rating Poygons Enlargement of maps beyond the scale of mapping can cause uS Routes misunderstanding of the detail of mapping and accuracy of soil line HydflC(100%) Major Roads placement.The maps do not show the small areas of contrasting � Hydric(ss to ss^io) �� soils that could have been shown at a more detailed scale. _ Local Roads Q Hydric(33 to 65%) Background Please rely on the bar scale on each map sheet for map Q Hydric(1 to 32�0) . Aerial Photography measurements. � Not Hydric(0°h) Source of Map: Natural Resources Conservation Service � Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Not rated or not available Coordinate System: Web Mercator(EPSG:3857) Soil RaUng Lines Maps from the Web Soil Survey are based on the Web Mercator ,.�.+ Hydric(�00%) projection,which preserves direction and shape but distorts ,�s Hydric(66 to 99%� distance and area.A projection that preserves area,such as the Albers equal-area conic projection,should be used if more accurate . � Hyd�c(33 to 65%) calculations of distance or area are required. ,.,,r Hydric(�to 32%) This product is generated from the USDA-NRCS certified data as of ,.�s Not Hydric(o°io) the version date(s)listed below. ._r Not rated or not available Soil Survey Area: Hennepin County,Minnesota Survey Area Data: Version 11,Sep 18,2015 Soil Rating Pointa ■ Hydric(�oo�io) Soil map units are labeled(as space allows)for map scales 7:50,000 or larger. � Hydric(66 to 99°h) Date(s)aerial images were photographed: Mar 16,2012�ep 7, 0 Hydric(33 to 65�0) 2014 � Hydric(1 M 32%) The orthophoto or other base map on which the soil lines were � Not Hydric(0%) compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting p Not rated or not available of map unit boundaries may be evident. Water Features ,�-� Streams and Canals � Natural Resources Web Soil Survey 12/10/2015 Conservation Service National Cooperative Soil Survey Page 2 of 5 ' Hydric Rating by Map Unit—Hennepin Counry,Minnesota 500 Hunter Pass Hydric Rating by Map Unit � H drlG R�tln b Ma Unit-Summa b ,Me Unit ;=�Tenne' li�Goun Minnesota(MN0�3) - � 9 Y u P=, � �, �Y Y _ p p u�' ,. � .; � . «. _ _ i Nlap un[fsymbol Al�ap unit name'� Ftatirl� ! „�„� .Acr�s in AOI< ' P�rcent��bfiA+�L�'" L22C2 Lester loam,6 to 10 2 0.8 11.1% percent slopes, moderately eroded L22D2 Lester loam,10 to 16 0 0.1 1.1% percent slopes, moderately eroded L22F Lesterloam,morainic,25 5 0.8 11.0% to 35 percent slopes L24A Glencoe clay loam,0 to 1 100 2.1 27.4% percent slopes L36A Hamel,overwash-Hamel 45 1.2 15.8°k complex,0 to 3 percent slopes L44A Nessel loam, 1 to 3 10 1.6 21.6°/a percent slopes L70D2 Lester-Malardi complex, 3 0.9 11.9% 12 to 18 percent slopes,eroded Totals for Area of Interest 7.5 100.0% USUA Natural Resources Web Soil Sunrey 12/10/2015 +� Conservation Service National Cooperative Soil Survey Page 3 of 5 ' Hydric Rating by Map Unit—Hennepin County,Minnesota 500 Hunter Pass Description This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is rated based on its respective components and the percentage of each component within the map unit. The thematic map is color coded based on the composition of hydric components. The five color classes are separated as 100 percent hydric components, 66 to 99 percent hydric components, 33 to 65 percent hydric components, 1 to 32 percent hydric components, and less than one percent hydric components. In Web Soil Survey,the Summary by Map Unit table that is displayed below the map pane contains a column named'Rating'.In this column the percentage of each map unit that is classified as hydric is displayed. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS)as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part(Federal Register, 1994).Under natural conditions,these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands. The criteria used are selected estimated soil properties that are described in"Soil Taxonomy"(Soil Survey Staff, 1999)and"Keys to Soil Taxonomy"(Soil Survey Staff, 2006) and in the"Soil Survey Manual" (Soil Survey Division Staff, 1993). If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field.These visible properties are indicators of hydric soils.The indicators used to make onsite determinations of hydric soils are specified in"Field Indicators of Hydric Soils in the United States"(Hurt and Vasilas, 2006). References: Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M.Vasilas, editors.Version 6.0, 2006. Field indicators of hydric soils in the United States. USDq Natural Resources Web Soil Survey 12/10/2015 +� Conservation Service National Cooperative Soil Survey Page 4 of 5 ' Hydric Rating by Map Unit—Hennepin County,Minnesota 500 Hunter Pass Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. Soil Survey Staff. 1999. Soil taxonomy:A basic system of soil classification for making and interpreting soil surveys.2nd edition.Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436. Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. Rating Options Aggregation Method: Percent Present Component Percent Cutoff.• None Specified Tie-break Rule: Lower t1SpA Natural Resources Web Soil Survey 12/10/2015 � Conservatlon Service National Cooperative Soil Survey Page 5 of 5 Orono, MN Code of Ordinances Page 1 of 2 Sec.78-1605.-Wetland buffer areas and setbacks. (a) This subsection estabiishes authority for wetland buffer areas around protected wetlands. Buffer areas are necessary and beneficial to maintain the health of wetlands. Buffer areas protect the edge of wetlands from erosion while filtering sediment,chemicals and other nutrients from runoff that drains into wetlands. Buffer areas can improve the biological diversity and health of a wetland environment while reducing the adverse impacts of human activities. (b) All wetlands within the City of Orono are within the Minnehaha Creek Watershed District(MCWD),which has rules and regulations for the establishment and maintenance of wetland buffers. In an effort to avoid overlapping or conflicting regulations,the city defers jurisdiction for the establishment and maintenance of wetland buffers to the Minnehaha Creek Watershed District. If application of MCWD buffer regulations is in conflict with city regulations,the more restrictive requirements shall apply. (c) In order to provide for a minimum level of wetland protection where Minnehaha Creek Watershed District buffer rules do not provide for adequate separation between wetlands and buildings or other structures or surfaces,the city shall require setbacks from the delineated edge of a protected wetland as follows: Minimum distance setback from delineated edge of wetland to any building(principal or accessory) or other structure, hardcover, septic systems or wel Is: Where no formal buffer exists and where MCWD 35 feet does not require a buffer Where a formal buffer exists or where MCWD 35 feet or established buffer width plus 10 feet, buffer is required whichever is greater Areas within the required setback area subject to filling,grading or excavation as part of a construdion project shall be revegetated immediately upon completion of such earthwork.Setbacks must be verified with wetland delineation information.The determination of whether a Level 1 delineation or Level 2 delineation is required shall be at the discretion of the planning director. Level 2 delineation information shall be provided on a certified certificate of survey. The requirement for delineation shall be applied in cases where the wetland exists within 150 feet of the proposed project. (d) The City of Orono has established wetland protection strategies in the Orono Surface Water Management Plan (SWMP)Qanuary 2011).A protedion classification has been assigned to each wetland in Orono based on the stormwater susceptibility and functional assessment for each wetland.The city has also established additional protection requirements for each classification.The four protection classifications are described as follows: Protection Susceptibility Description Additional Protection Classification Rating Requirements (B = Bounce= Change in water level due to runoff event) (P= Phosphorus) "Preserve" Highly Highly susceptible to both B: Maintain bounce at or below Susceptible quantity and quality impacts existing conditions from runoff; have the highest P: Limit loadings to degree of protection predevelopment loading(0.14 Lbs/Ac/Yr) about:blank 4/7/2016 Orono, MN Code of Ordinances Page 2 of 2 "Manage 1" Moderately Moderately susceptible to B: Maintain bounce at or below Susceptible quantity and quality impacts; existing conditions plus 0.5 foot protection is less stringent than P: Limit loadings to Preserve, provides protection to predevelopment loadings times maintain their characteristics 2(0.28 Lbs/Ac/Yr) "Manage 2" Slightly Less stringent protection than B: Maintain bounce at or below Susceptible Manage 1 wetlands; existing conditions plus 1.0 foot maintenance of characteristics is P: Limit concentration to desirable predevelopment concentrations (200 ppb) "Manage 3" Least Wetlands are significantly B: No quantity requirement Susceptible degraded (e.g., cultivated or P: Limit concentration to 225 canary grass monotype)or lack ppb of wetland characteristics; not typically impacted by runoff; no quantity and only limited quality treatment of runoff is required The protection classification for each wetland will be found on the"Wetland Management Classification Map&List" which is hereby adopted by reference,a copy of which shall be kept on file in the office of the city clerk and shall be available for public review during all normal office hours.The Minnehaha Creek Watershed District required buffer area widths are based on the four protection classifications. (Ord. No.28 3rd series,§ 1,8-22-2005;Ord. No. 103 3rd series,§2,5-28-2013) about:blank 4/7/2016