Loading...
HomeMy WebLinkAboutBuilding Permit App - not needed ---- from system �� s � 71� City of Orono Building Permit Application for New Structures or Additions Mailing Address: Permit number: 00/0—40 3 3 y O �O PO Box 66 Crystal Bay, MN 55323-0066 Date received: Street Address:' Received by: Kelley 2750 Y Parkwa Y Plan review fee: `�kEsso4` Orono, MN 55356 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: S +5 wl How Dr- Will rWill this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP (CANT INFORMATION: Name: i[,J-P, �Su A c�e� State License# Expiration Date: Phone: 2 (o3 --5"0(-,— G 2G (office) (cell) Mailing Address: Cit ZIP: Contact Person: Applicant is: Contra or / Homeowner (circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: gg�& Phone (day): _,rckSLt--1-7 000 CA Address: — S L{C, L'J',�`Ouj PR�we.. S00-� City: ©�pIJC� ZIP: Email and/or Fax R=oU) LO'k <j,,Ae9\ 2 Ga' �;,,`c�l�— ,Cp1n•� ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: fly: ZIP: Email and/or Fax: PROJECT INFORMATION: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply ElNOW Construction E] Single Family with ElResidence Addition attached garage ,0 Garage/Accessory Bldg. ❑ Public Sewer ❑ Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial El Other: (specify) El Private Sewer ( p fy) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water "Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) O her: (specify 18202 Minnetonka Blvd ASA&-z- Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ Last Updated: 9/29/2009 - 17 - STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= Number of bedrooms= ❑Wood/Frame ❑ Masonry b.Width (ft.)= Number of garage stalls: ❑ Metal Attached = ❑ Pole Bldg. Areas in square feet Detached = ❑ ICF ❑ On-site Prefab c. Basement= ❑ Off-site Prefab d. 1 st Story = ❑ Other(please specify): e. 2nd Story= f. '/z Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Ap licable ❑ ❑ Permit A lication ❑ ❑ Proposed Building Plans ❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ ❑ Survey(meeting all requirements) ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation(s) ❑ ❑ Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. Applicant's Signature: Date: s- \©`*, G Last Updated: 9/29/2009 - 18 - STRUCTURE INFORMATION: 1.Structure;Dimensions 1,Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= Number of bedrooms= ©'Wood/Frame_ EIMasonry` b.Width (ft.)= Number of garage stalls: ,Metal Attached= [}Pole Bldg. Areas in square feet Detached El ICF (]On-site Prefab c. Basement= Cl Off4te Prefab' d. 18i-;Story ❑Other(please specify): e.2"d Story: f. '/Story = g.Total Area REQUIRED SUBMITTALS: All of the information must be:submitted in order for your application:to:be`p�ocessed: Not Enclosed A lcable ❑ P17 ermit'A "lication. d. Proposed Building,'Plans ❑ MN State Ener Code CalcUlat16ns Ar1Jtl'Me6hahical Code Re uirements"Form ; ❑ Survey(meeting' :all re uiientents Stormwater Pollution'Preventlon Plan Hardcover-Oalculation,s ;: Se tic S item Site,Evaluation.Re°"ort, 13 Access Permit l7 Wetland Buffer ImrovementPlai�. . C3 Engineered Plans'forRetainin Walis 4,feet or alive 1D ❑ Plan Review Fee � ❑ Other APPLICANT ACKNOWLEDGEMENT • Agrees to provide all.information required or requested by the Building Department; • Agrees to pay the City of orono for engineering consultant-review costs in excess of 600s, Certifies that the-info rmation supplietl Ir is true and correct to the best of his/h-&,knowledge Theea}�plrcant recognizes that they are solely responsible for submitting a complete application l eing,aWare:that upon failure to,- o§ "thelstafF nas no alternative but to reject it until it is complete-- • Acknowledges the Escrow Agreement is completed-an -signed, • Some or all of the information that you are asked to provide ort this app�ication=is dlass ified by State law as either:prvate ar confidential; Private data is information which generally cannot,be'given tea this public but can given to,the subjedt ofthe tlafa. Confidential tlata'is information which generally cannot be gnien to,eifher.the public or the subject of the:data. Our purpose and;,; intended use of this information is to annually update our records and reoQr f other`governmental agencies�equiretl"`by law.' if yourefuseao supply the information,the application may;notiieissued.>v : Applicant's Signature: l Q C Date: Last Updated: 9/29/2009 - 18 - SC h Q e l l a d s o I! 15050 23rd Avenue North Planning Engineering Surveying Plymouth, MN 55447 T 763-746-1600 F 763-746-1699 www.schoellmaoson.com TO: Angela Hammers DATE: 11/09/06 PROJECT NO.: 64523-001 Minnehaha Creek Watershed District ATTENTION: Angela Hammers 18202 Minnetonka Blvd. SUBJECT: Wetland delineation report Dee haven, MN 55391 We are sending you ®herewith ❑ under separate cover the following: ❑ Plans ❑Specifications ❑ Prints ® Reports ❑Shop Drawings ❑ Change Order ❑ Samples ❑ Copy of a Letter ❑ Data Sheets ❑Other Transmitted via: ® Mail ❑ Fax ❑ Will Call ❑ Hr. Messenger Service 9 ❑ Overnight Delivery QUANTITY DESCRIPTION 1 Wetland Delineation Report-SMI Pro•ect#64523-001 /Ann Anderson-Orono Site These are transmitted as follows: ® As Requested ❑ For Your Records ❑ For Your Use ® For Review and Comment FREMARKS: Thanks,Angela SCHOELL MADSON Direct Dial No. Owt FIL*7s Copy To: Ann Anderson ®/�J 2-2-C}(e , 1 S S-4* 4"e -t�' F:\Environ\Environmental\Projects\64523-007 Ann Anderson\Transmittal Form w lines.doe Rev.2/11/03 Wetland Delineation Report Orono Site Prepared for: Ann Anderson City of Orono, Minnesota SMI No. 64523-001 November 2006 Orono Site Wetland Delineation Report City of Orono, Minnesota SMI No. 64523-001 November 2006 The procedures described in this report and the field methods used constitute an official wetland delineation in accordance with the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual. The field delineation was completed by Amy Jo Petersen and Todd Udvi g. The delineation is based upon the Routine On-site Determination Method as described in the 1987 Manual. The methodology meets the standards and criteria described in the manual and conforms to the applicable standards and regulations in force at the time the fieldwork was completed. The results reflect conditions present at the time of the delineation. I hereby certify that this report was prepared by me or under my direct supervision. Prepared by: CWDateD No.: �� Reviewed by: CWD No.: Date Schoell & Madson, Inc. 15050 23dAve N Plymouth, MN 55447 Table of Contents Certification Page Table of Contents Page Introduction...............................................................................................................1 SiteDescription.................................................................................................1 WetlandDelineation .................................................................................................1 WetlandsDefinition ...........................................................................................1 Methodology ........................................................................................... WetlandsSurvey.................................................................................................... 2 FieldProcedures.................................................................................................... 2 WetlandClassification........................................................................................... 3 Results ........................................................................ Regulatory Considerations.......................................................................15 Bibliography..............................................................................................................6 Table 1 List of Figures Figure 1 — Site Location Map Figure 2 — National Wetland Inventory Map Figure 3 — Hennepin County Soil Survey Map Figure 4 — Protected Waters Inventory Map Figure 5 —Approximate Wetland Location Map List of Appendices Appendix A — RODM Datasheets Wetland Delineation Report SMI Project No. 64523-001 Orono Site Page October 2006 Wetland Delineation Report Orono Site City of Orono, Minnesota Introduction This wetland delineation report outlines the location, methods and results for an approximate 17.96 acres site in the City of Orono. The purpose of the evaluation was to identify areas meeting the technical criteria for wetlands, delineate the jurisdictional extent of the wetland basins and classify the wetland habitats within the site. This field delineation will be the basis on which the proposed project will address potential wetland impacts or avoidance. A field review of the site identified one wetland area. This report describes the methodology and results of the field delineations performed on October 16, 2006. Figures referenced in the text are included at the end of the document. Site Description The property is located in Section 10, Township 117 North, Range 22 West in Hennepin County, Minnesota. The project area is located in the City of Orono, west of Willow Drive South and south of Fox St. (Figure 1). The property is surrounded predominantly by wetlands, woods, and residential homes. The wetland area identified on the property was contiguous with wetlands outlying the property boundary. Wetland A is located west of the existing house and maintained lawn. Wetland Delineation Wetlands Definition Wetlands are defined jointly by the U.S. Army Corps of Engineers [USACE (Federal Reig'ster, 1982)] and the U.S. Environmental Protection Agency [EPA (Federal Register, 1980)] as follows: SMI Project No.62011-027 Page 1 "Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas." According to (USACE), one positive indicator, except in certain situations, from each of three elements must be found in order to make a positive wetland determination. The three criteria are as follows: • Greater than 50 percent dominance of hydrophytic plant species; • Presence of hydric soil; • The area is either permanently or periodically inundated, or soil is saturated to the surface during the growing season of the dominant vegetation. Methodology Wetlands Survey Topographic maps, the U. S. Fish and Wildlife Service National Wetland Inventory(NWI)maps, Soil Survey for Hennepin County, the Ramsey County hydric soils list and the Minnesota Department of Natural Resources Protected Waters Inventory (PWI) ..map were reviewed prior to visiting the site to locate potential wetland habitats. Figure 2 is a copy of the NWI maps and Figure 3 is a copy of the soils map for the project area. Figure 4 is a copy of the Protected Waters Inventory map of the site. These sources indicated that a wetland area was present and investigated in greater detail during the field delineation. Field Procedures The project site was evaluated on October 16, 2006 for areas meeting wetland criteria in accordance with the Corps of Engineers Wetlands Delineation Manual (USAGE, 1987). The 1987 Manual requires that soil inundation or saturation occur within 12 inches of the surface and that all three wetland parameters, as discussed above, be present. The Routine Onsite Determination Method (RODM) was applied for this delineation. Field notes, soil samples, and photographs were taken at representative locations within the wetland basins and in the adjacent upland areas. Collected infonnation was transferred to RODM data sheets, which are included in Appendix A. Photographs will be retained on file at Schoell Madson. Each data sheet is referenced to a sample location along the identified wetland boundary by the plot ID number. Wetland Delineation Report SMI Project No. 64523-001 Orono Site Page 2 Wetland plant species nomenclature follows the "National List of Plant Species that Occur in Wetlands" (U.S. Department of the Interior, 1988). Regional field guides were used to confirm identification of plant species when deemed necessary. Soils were observed for hydric soil characteristics. Soils were examined by digging pits at representative locations and periodically along the wetland boundary. Pits were dug to a depth necessary to confirm hydric soil characteristics, up to a maximum depth of 24 inches. Soil color determinations were made using MUNSELL Soil Color Charts (Kollmorgen Instruments Corporation, 2000). Site soil characteristics were compared to those mapped and described in the Soil Survey for Hennepin County. Wetland boundaries were located and marked with sequentially numbered, pink "Wetland Delineation" pin flags. The locations of the pin flags were surveyed by Schoell Madson. The wetland edge is considered the highest extent of the wetland basin; areas above the boundary fail to meet the three required wetland parameters while areas below the edge meet the wetland parameters required by the field delineation methodology. The results of the delineation are presented at the end of this document. Wetland Classification Classification of the wetland basins are included on the (RODM) data sheets in Appendix A. Wetland classification follows the methods described in Wetlands and Deepwater Habitats of the United States (Cowardin, et al., 1979) and used by the U.S. Fish and Wildlife Service National Wetland Inventory. The Circular 39 classification (Shaw and Fredine, 1956) is also provided. Results The field delineation was conducted under below normal temperature conditions and.below normal precipitation conditions as compared to the historical average for the region. Most of the vegetation was identifiable, including all dominant species. One wetland area was identified, delineated and classified. The (RODM) data forms indicate the dominant species of vegetation and the soil and hydrologic characteristics at a representative location around the basins. A review of the wetland delineation boundary line was conducted and field reviewed by Angela Hammers at the Minnehaha Creek Watershed District on October 31, 2006. Wetland A Wetland Delineation Report SMI Project No. 64523-001 Orono Site Page 3 Wetland A, as defined previously, is located west of the maintained lawn behind the existing house (Figure 5). The boundary of this wetland was delineated based on site topography and site conditions. Wetland A was identified on the NWI map as a Type 3 wetland (Figure 2). Field observations confirmed this data. Wetland A was dominated by hybrid cattail (Typha x glauca), narrow- leaved cattail (Typha angustifolia) and reed canary grass (Phalaris arundinacea) in the herbaceous layer. The data was collected at representative sample locations within the wetland and upland areas. The wetland area was saturated in the upper 12 inches of the soil profile and is located in a low topographic position. The soil profile within the wetland at the first transect consisted of 0-2 inches of very dark brown (IOYR 2/2) organic/peat layer over 2-4 inches of mixed soils (muck). The lower portion of the soil profile consisted of 4-18 inches of very dark greenish gray (Gley 1 3/5G) silt. These soils do not concur with the local soil survey, which are classified as very poorly drained Muskego, Blue Earth, & Houghton soils (USDA, 2004). Muskego, Blue Earth, & Houghton soils are listed on the federal or county hydric soils lists. The soil profile at the second transect was consistent with the initial transect. The soil profile at the third transect consisted of 0-8 inches of black (10 YR 2/1) silt loam over a hard pan of rubble, where soil sampling became obstructed. The soils in the upper 8 inches concur with the local soil survey, which are classified as poorly drained Cordova loam (USDA, 2004). Cordova loam is listed on the federal and county hydric soils lists. The upland vegetation was dominated by Kentucky blue grass (Poa pratensis), and goldenrod sp. (Soidago sp.) in the herbaceous layer. The shrub layer was dominated by common buckthorn (Rhamnus cathartica). The upper canopy was dominated by mixed deciduous trees. Soil samples were taken from the adjacent upland areas at representative sampling stations. As a result, the soil profile at the first transect consisted of 0-4 inches of very dark grayish brown (10YR 3/2) clay loam over 4-12 inches of dark grayish brown (2.5Y 4/2) clay loam. The lower portion of the soil profile consisted of 12-18 inches of olive brown (2.5 Y 4/3) clay loam. The entire soil profile consisted of mixed soils with various colors but remained to be a clay loam texture. Disturbance of soils may be a result of residential development. These soils do not concur with the local soil survey, which are classified as well drained Angus loam (USDA, 2004). The soil profile at the second transect was consistent with the initial transect. Wetland Delineation Report SMI Project No. 64523-001 Orono Site Page 4 The soil profile at the third transect consisted of 0-6 inches of very dark grayish brown (10YR 3/2) loam. The upper portion of the soil profile as stated above consisted of disturbed mixed soils with various colors but remained to be a loam texture. These soils do not concur with the local soil survey, which are classified as poorly drained Cordova loam (USDA, 2004). Hydrology was not found in the upper 18 inches of the soil profile. Regulatory Considerations Wetlands in the project area are regulated by several agencies at the local, regional, state, and federal levels including the (USACE) and the (EPA) at the federal level; the Minnesota Board of Water and Soil Resources (BWSR), Minnesota Department of Natural Resources (MNDNR) at the state level; and Minnehaha Creek Watershed District (MCWD) at the local level. The MCWD has accepted the responsibility for the administration of the Minnesota Wetland Conservation Act (WCA) of 1991. Construction plans that propose any direct alteration or indirect impact to wetlands or watercourses within the project area will require permits from the appropriate regulatory agencies. Violation of wetland regulations can result in substantial civil and/or criminal penalties. Wetland Delineation Report SMI Project No. 64523-001 Orono Site Page 5 Bibliography Brown, Lauren, 1979. Grasses: An Identification Guide. Houghton Mifflin Company, New York. Eggers, S.D. and D.M. Reed, 1987. Wetland Plants and Plant Communities of Minnesota and Wisconsin. U.S. Army Corps of Engineers, St. Paul District, St. Paul, Minnesota Kollmorgen Instruments Corporation, 2000. MUNSELL SOIL COLOR CHARTS. Macbeth Division of Kollmorgen Instruments Corporation, Newburgh,New York. Newcomb, L., 1977. Newcomb's Wildflower Guide. Little, Brown and Company. Resource Management Group, Inc., 1999. National List of Plant Species That Occur in Wetlands North Central (Region 3). (4a' printing). Michigan: Dickinson Press, Inc. Shaw, S.P. and C.G. Fredine, 1956. Wetlands of the United States. U.S. Fish and Wildlife Service, Circular 39. 67 pp. U.S. Army Corps of Engineers, 1987. Corps of Engineers Wetland Delineation Manual. Technical Report Y-87-1. Waterways Experiment Station, Vicksburg, Mississippi. U.S. Arany Corps of Engineers, 1988. Wetland Evaluation Methodology for the North Central United States. 97 pp. plus appendices. U.S. Department of Agriculture, Natural Resources Conservation Service. Updated 10/16/2006. Hydric Soils of the United States. fti)://ftp-fc.sc.egov.usda 2ov/NISSC/Hydric Soils'Lists/inn xls U.S. Department of Agriculture, Natural Resource Conservation Service, 2004. Updated 10/16/2006. Web soil survey, Hennepin County. http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx Wetland Delineation Report SMI Project No. 64523-001 Orono Site Page 6 List of Figures Site Location Map National Wetland Inventory Map Hennepin County Soil Survey Map Protected Waters Inventory Map Approximate Wetland Location Map ca di - - C Y C 2 BaYSW-q REI 47 A�� 6 •i rr QiC�GBA$DFI- Fox$t 84 Orono L'— Fax Sk - ` 07 + +a , ' 9f P4 s +as ttcoerenberpi Memorial To%rrntypartC 15: 51 _ Crystal H rA � �eav �r a 79 Notes: Location Schnell Madson Location Ma This�PWas dented using Schoe%Madson's indicated in Red Gaopraphk Infom atron systems Acis>,n is a comp%a%on of Information and data from vedous Planning Engineering Surveying w e Orono PropertyAnn Anderson sources.This map is not a surveyed or legally recorded map and Is Intended to be used as a 15050 23rd Avenue North 845 Wi I low Street, Wayzata, M N. Mferonoe.Schnell Madson Is not responsible for any Ineccuredes conlelnetl heroin. Plymouth,Minnesota 55447 s SMI Project Number 64523-007 Figure 1 Not to Scale Legendn v Wetlands (NWI) 4 ` Types: _.. 3 `a r � 6 �7 I .v v Y 3X° u III n " tes. Location This map was created using Schoell Madson'sWetIands Exhibit Geographic Information Systems(GIS).it is aSrhOv(I �MuUdsOn icated in Red Completion of information and data from various Planning Engineering Surveying W sources.This map is not a surveyed or legally 9 9 9 _ Y A E Orono Property, Ann Anderson recorded map and is intended to be used as a 15050 23rd avenue wh 845 Willow Street, Wayzata, MN. i reference.Schoell cie sco is not responsible for any inaccuracies contained herein. Plymouth,Minnesota 55e41 s SMI Project Number 64523-007 Figure 2 ° 100 200 400 iFER Feet re a., �n , �i WOOF OEM= U-0-1 MOW • s y . Legend Hennepin co. Soils �/�"' soils M a Notes: Location This map was created using Schoell Madson s Sc h o e I I Madson �' Geograph Intonn Systems(GIS) tis a �\ indicated in Red compilation n(n(ormalon and data tro nanous +� Planning Engineennn anrveyinr. �► �� e Orono Property, Ann Anderson sources.This map s not a surveyed or legally ` n n recorded map and is intended to be used as a 845 Willow Street, Wayzata, M ISI. reference.an.Schoell Madison is not responsible '5050 23rd Avenue NOrth for any naccuracies contained herein P4mouth,Minnesota 55dn7 S SMI Project Number 64523-007 Figure 3 o ioo zoo aoo low Feet DATA FORM ROUTINE ONSITE DETERMINATION METHOD ProjectJSite: ', + r` Yes No Is the Area (Circle): Applicant/Owner: (� Abnormal conditions? Q' Filled Floodplain Ditched Field Investigator: f � P, Site disturbed(Atypical)? Seasonal Pentlanent�� Tiled Investigation Date: _�� � �/�,� Problem area? � � -- f County State: Wetland or Upland Sample Point(Circle)and ID No. Transect No. Dominant Plant Species Stratum % Indicator 1. 04'. . -� �lc�2. QLA � - v n P¢ -fL 3. e r\ -C r 4. -j-C✓N f`}®cel. LC �l c c 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Percent of dominant species that are OBL,FACW and/or FAC= V V% Primary Wetland Hydrology Indicators Secondary Wetland Hydrology Indicators ❑/ Inundated (If no primary indicator,2 or more required) F-1 Stream,Lake or Well Data P Saturated in upper 12" ❑ Oxidized Root Channels in upper 12" ❑ Precipitation Data ❑ Water Marks El Aerial Photographs El Water Stained Leaves ❑ Drift Lines ❑ Local Soil Survey Data ❑ Other(Explain in remarks) ❑ Sediment Deposits ❑ FAC Neutral Vegetation Test ❑ No recorded data used ❑ Drainage Patterns in Wetlands ❑ Multiple Trunks Field Observations ❑ Buttressing Depth of Surface Water: �-'; (!� Other(Explain in remarks) Depth to Water in Pit: S Ae Depth to Saturated Soil: @ e se F� y UVC/(C)'p CA C`^-Z - ��C/ �F ,j � sv ;u 4 '•a„ Map Unit Name: Mu54c' n U r i l__. {; 'a� :se r Natural Draw a Class I /��� c�,c�°r k Soil Suborder: /` ✓ Whole unit hydric soil? Y[r N❑ �C����..�, a Lr►a�e..Ft�c4��� Field Observations Confirmed Mapped Type? Y( N N-- C el--=tek ca vF c u 111 r Soil Profile Description Depth Horizon Matrix Color Mottle Color Mottle (In) Name (Munsell Moist) (Munsell Moist) % Soil Texture and Comments ec:�(;.. `tJ ��� � J s� �� '{,"^r:,� S v I � - y�'1.•i l._it. V-h LA-e DATA FORM ROUTINE ONSITE DETERMINATION METHOD Hydric Soil Indicators ❑ Histosol ❑ Chroma<3 in Entisoi ❑ Listed on Local Hydric Soils List ❑ Histic Epipedon ❑ Mottled with Chrome<2 _ ❑ Listed on National Hydric Soils List ❑ Sulfidic Odor [Chroma of 1 without Mottles ❑ Spodic Horizon at 12" ❑ Aquic/Peraquic Moisture Regime ❑ Iron/Manganese Concretions ❑ Aquatic Invertebrate Remains ❑ Reducing Conditions ❑ Dark Organic Vertical Streaking in Sandy Soils ❑ Inclusionary Hydric Soil Gleying ❑ High Organic Content at Surface Layer in Sandy Soils ❑ Other(Explain in remarks) Yes No Yes No Hydrophytic vegetation present? d ❑ Is this sampling site within a wetland? r ❑ Wetland hydrology present? d ED Wetland Circular 39 Basin Type Classification: 7 fi-e- Hydric soils present? ❑ NWI or WWI Basin Type Classification ° I Remarks Pit 1 S lot---4-cd j d'1 G�- I p t_.J lam_ i 1 a SKETCH OF SITE C:\Todd Files\WETLAND DATA FORM.doc DATA FORM ROUTINE ONSITE DETERMINATION METHOD Project/Site: I/�(1 C C e -��, Yes No Is the Area (Circle): Applicant/Owner: (0 (',(� Abnormal conditions? ❑ Filled Floodplain Ditched Field Investigator: .� Site disturbed(Atypical)? El ❑ Seasonal Permanent Tiled Investigation Date: (P/(� Problem area? County rl L j' State:M'y Wetland or Upland Sample Point(Circle)and ID No. Transect No. Dominant Plant Species Stratum % Indicator 3. 4• i SOC 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. Percent of dominant species that are OBL,FACW and/or FAC= % Primary Wetland Hydrology Indicators Secondary Wetland Hydrology Indicators ❑ Inundated (If no primary indicator,2 or more required) ❑ Stream, Lake or Well Data ❑ Saturated in upper 12" ❑ Oxidized Root Channels in upper 12" ❑ Precipitation Data ❑ Water Marks ❑ Water Stained Leaves ❑ Aerial Photographs ❑ Drift Lines ❑ Local Soil Survey Data ❑ Other(Explain in remarks) ❑ Sediment Deposits ❑ FAC Neutral Vegetation Test ❑ No recorded data used ❑ Drainage Patterns in Wetlands ❑ Multiple Trunks Field Observations I Ys AEl Buttressing Depth of Surface Water: V - ❑ Other(Explain in remarks) Depth to Water in Pit: ar Depth to Saturated Soil: �( Map Unit Name: r•g ` � cei �� #s Natural Drainage Class 9 f cn v t1a,ne, Soil Suborder: j Whole unit hydric soflI? e Y N i 0Lx-in&,JcZ® C� Field Observations Confirmed Mapped Type? Y❑ N Soil Profile Description Depth Horizon Matrix Color Mottle Color Mottle (In) Name (Munsell Moist) (Munsell Moist) % Soil Texture and Comments t YI xllbl / DATA FORM ROUTINE ONSITE DETERMINATION METHOD Hydric Soil Indicators ❑ Histosol ❑ Chroma< Entisol in 3 — ❑ Listed on Local Hydric Soils List ❑ Histic Epipedon ❑ Mottled with Chroma<2 ❑ Listed on National Hydric Soils List ❑ Sulfidic Odor ❑ Chroma of 1 without Mottles ❑ Spodic Horizon at 12" ❑ Aquic/Peraquic Moisture Regime ❑ Iron/Manganese Concretions ❑ Aquatic Invertebrate Remains ❑ Reducing Conditions ❑ Dark Organic Vertical Streaking in Sandy Soils ❑ Inclusionary Hydric Soil ❑ Gleying ❑ High Organic Content at Surface Layer in Sandy Soils ❑ Other(Explain in remarks) Yes No Yes No Hydrophytic vegetation present? F-� Is this sampling site within a wetland? 0 Wetland hydrology present? E Wetland Circular 39 Basin Type Classification: Hydric soils present? F-] NWI or WWI Basin Type Classification Remarks SKETCH OF SITE C\Todd Files\WETLAND DATA FORM.doc r €�i Y ' r Unit#- Assoc. Fee- $0 Foundation Size 979 Finished Square Feet 1465 Year Built 1920 l Lot Ox Ox Ox Ox r School District 278 Tax Year 2006 Taxes $1,925 Approximate Dimensions Living Room 21 x 18. Dining Room 13 x 11 Family Room Kitchen 16 x 11 Master Bedroom 15 x 11 Second Bedroom 14 x 9 Third Bedroom 14 x 11 Fourth Bedroom Porch 14 x 12 3 Bedrooms 2 Bathrooms Air Conditioning Bath Description Heating Road Frontage Window 3/4 Master Baseboard City Main Floor Full Bath Hot Water Paved Streets Amenities-Unit Upper Level Bath Hardwood Floors Lake/Waterfront Roof Kitchen Window Dining Room Description Other Age Over 8 Years Porch Eat In Kitchen Asphalt Shingles. Tiled Floors Separate/Formal Dining Room Lot Description Pitched Washer/Dryer Hookup Other Exterior Tree Coverage-Medium Sewer Appliances MetalNinyl Private Dishwasher Parking Characteristics Dryer Fuel Detached Garage Terms Range Natural Gas Driveway-Gravel Conventional Refrigerator Garage Door Opener Cash Washer Handicap Accessible No Interior Access to Dwelling Water Softener-Owned Counters water Hallways/Doors Photo Code Well Basement Switches/Outlets I Will Send My Own Partial "'MORE"' Public Remarks - Quaint,charming remodeled farmhouse on 18 acres:aprox. 15 acres wetlands&a possible building site on remaining acreage. Wetlands delineation done. Serene location w/endless views E&W&upper bracket nbads nearby. Builders send your clients! e Rae Pesek 952-475-9274 Information Deemed Reliable But Not Guaranteed Professional Reports by HomeQuest _ 4 Owned and Operated by NRT,Incorporated. BURNET Q® r ny •,, i, ..t r . s. i tll . ;u t - I I I } Ilii I I 1^111 p AwJ (� " Wetland Delineation Exhibit Notes: Location Geographic Irloeated using Schnell Madison's S V h o V I l M U d s o 11 G palati nic f infor etion Systems(GIS),it is a indicated in Red compilation or information and data from various W E sources.This map is not a surveyed or legally Planning Engineering Surveying Orono Property, Ann Anderson Delineation is in recorded map and is intended to be used as a reference.Schoetl Madison is not responsible 1505023rd Avenue NO 845 Willow Street, Wayzata, MN. Green for any inaccuracies contained herein. Plymouth,Minnesota 55447 s SMI Project Number 64523-007 1 0 50 160 200 Feet