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Pelican Beach Resort_17000100116008_Conditional Use Permits_05-09-2007
C^A- iiODl ^lufMuuO (LjTCj fUmJ 25442 ^fUfQjdJ'^ 4t^ OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that this instrument #__ was filed/recorded inthis office for vbcord on the 2h 1025442 iT Recorder y j Deputy 2007 at .. MetiWem by:.(^]cki recording fee 3^well certificate THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR CONDITIONAL USE PERMIT COUNTY OF OTTER TAIL GOVERNMENT SERVICES CENTER 540 WEST FIR, FERGUS FALLS, MN 56537 (218) 998-8095 Otter Tail County’s Website: www.co.ottertail.mn.us '350. DO ^ ^ YjM Hlikki lOl’‘lck:>-\3S5 Application Fee COMPLETE THIS APPLICATION IN BLACK INK Receipt Numberj Accepted By / Date VeliCnn JSsad-h Xhd 7~f^h OaJCG DpAhtcii. S^S^l IBL PROPERTY OWNER(S)DAYTIME PHONE MAILING ADDRESS 6^DLAKE NUMBER LAKE NAME LAKE CLASS Dunn13110SECTION TOWNSHIP PARCEL nOdOiCOUhCCS NUMBER inCDOICOl3^0U:>. n6Ci&lOO\l\cOO(o RANGE TOWNSHIP NAME E-911 ADDRESS SO^J f)oh PARCEL 17000100116006: GL 3 EX TRS (7.90 AC) PARCEL 17000100116008:PT GL 3 COM SW COR LOT 1 VIKEN BAY BCH S 33' TO BG, N 75 DEG W 367.14', SWLY 400', SWLY ON CURVE ARC DISTANCE 114.44', S 12 DEG E 237.54' TO SLY LN GL 3, ELY 601', NLY 489' TO BG BK 524 PG 215 (6.90 AC) (1.30 AC)PARCEL 17000100134000: PT LOT 3 BET TOWN RD & LAKE EX N 445'FT. & EX TRI TR. CONDITIONAL USE PROJECT REQUESTED (Please circle the appropriate request) Topographical Alteration__ Commercial Use__ Cluster Development ^ Extractive Use Forest Land Conversion Industrial Use Miscellaneous SPECIFY YOUR REQUEST. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. )c> \9 unit Ckmrndn ZCn^ret>h Ihc Ft> i€> 'fhxu u,j5au:^ 'Pnmi a ’ip SfnafjL l^t>}den'k(il. Iht a^di^Uuct yre/dadc ihjL. /V mcbiJe, hcnnn^t>. lOni'hf S add/'h/naJ. U,m^ be/na r /n -rier^-ho^ k ^r^e.(Currer\i\H 1^150 re^ Hna 7 buxi ^(iPjS. -t (2Qry\rMUv\:^\\ C.etvk^ I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE LAND. I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. 7^ huUd 0 7/7 / daYeSIGNATURE OF PROPERTY OWNER (S) APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) f/> ■■ ?,D. wonDate Of Planning Commission Hearing Time Planning Commission Motion August 8, 2007: Motion: A motion by Trites, second by Estes, to approve as presented on the Revised Plan received July 20, 2007, provided there is a maximum of 7 boat slips and the project is completed by September 1, 2009. Reasons for approval include the following: 1. This is a resort conversion, and not a new project, therefore not requiring the project to start over from the beginning. 2. The 50’ side yard lotline buffer will be met. 3. The impervious will be improved by 4.9%. 4. The gas pump will be removed. 5. There will be a reduction of 9 dwelling units from the existing resort. 6. There will be an elimination of the existing boat ramp/access. 7. The structures will be compliant with the lake setback requirements. MChairman/Otter Tail County Planning Commission OY\ County Board Action \/ Approved As Recommended Denied As Recommended Othdr ^3/ i^joi Chairman/Otter Tail County Board of Commissioners Date of Final Action LsTROffi^mat/ No L&R Official/Date CONDITIONAL USE PERMIT # Permit(s)^quired from Land & Resource Management ' lx Yes (Contact Land & Resource Management) Copy of Application Mailed to Applicant, Co. Assessor and MN DNR bk 0204-006 317.339 • Victor Lundeen Co., Printers • Fergus Falls, Minnesota OTTER TAIL COUNTY Conditional Use Permit# _____ Owner’s Name DCOlcfr^ ________ SO’!? I FisK L^a fil Location: Lake<0[»:l2f.(i6ec. IQ Twp. / VI Range Twp. n-oQo-10 - oify -009, 17 -cev^O- oil(f-oQ(> ly-oflO-w-a/dy-oop Work Authorized:-ru gevtsfi/?»«Ln r<cew«l, "»/a^ 01 »roV<JW o> Moof. *T tuflii sUfS" Property Address \ Valid:Expires: Land and Resource Managei^enl Official / Date 1. Entire area shall be stabilized within 10 days of the completion of any earthmoving unless othenvise stated. 2. Owner is legally responsible for all surface water drainage that may occur. 3. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject to legal prosecution. 4. This card shall be placed in a conspicuous plaoe not more than 4 feet above grade on the premises on which work is to be done, and shall be maintained there until completion of such work. 5. NOTIFY DEPARTMENT OF LAND AND RESOURCE MANAGEMENT, TELEPHONE (218) 998-8095, WHEN AUTHORIZED WORK HAS BEEN COMPLETED.BK-1004-046 310,993 • ViciDr Unloen Co.. Printers • Fergus Fads, MN • 1-600-34S-4870 OTC Board of Commissioners’ Minutes August 14, 2007 Page 3 Approval of Agenda Motion by Nelson, second by Froemming, and unanimously carried to approve the County Board agenda of August 14, 2007, with the following additions: 11:45 a.m. - Filing Extension Request for Final Plat 1:20 p.m. - Bid Award for Courthouse Chiller Approval of Minutes Motion by Erickson, second by Block, and unanimously carried to approve the County Board minutes of August 7, 2007, as mailed. Approval to Pay Bills Motion by Block, second by Nelson, and unanimously carried to approve payment of the County Board bills per Attachment A of these minutes. Accounting Supervisor Position Motion by Nelson, second by Froemming, and unanimously carried to authorize the County Auditor to proceed with the hiring process to fill the vacant Accounting Supervisor position. Actuarial Evaluation Motion by Erickson, second by Block, and unanimously carried to accept the proposal of Hildi Incorporated, at a base fee of $6,200.00, for an actuarial valuation of Otter Tail County’s GASB 45 liability for Other Post Employment Benefits (OPEB). Payment Approvals Motion by Erickson, second by Froemming, and unanimously carried to approve payment, in the amount of $13,013.80, to Young and Associates for services provided for the proposed 60 Bed Chemical Dependency Health Center. Motion by Erickson, second by Froemming, and unanimously carried to approve payment to Braun Intertec for the following services provided through July 13, 2007 for the proposed Chemical Dependency Facility: Soil Borings and Geotechnical Evaluation $4,194.50 Highway Project Update Highway Engineer, Rick West, briefed the County Board on active construction and design highway projects located throughout the County. Planning Commission Recommendations Conditional Use Permit - “Pelican Quiet Waters” (ClO/Pelican Beach Resort. Inc: Motion by Erickson, second by Froemming, and unanimously carried to approve a Conditional Use Permit for a resort conversion as submitted on the Revised Plan received July 20, 2007, with conditions as recommended by the Planning Commission. The property is described as GL 3 ex trs (7.90 AC), Pt of GL 3 (6.90 AC) & Pt Lot 3 bet town rd & lake ex N 445’ & ex tri tr (1.30 AC), Section 10 of Dunn Township; Pelican Lake (56-786). OTTER TAIL COUNTY PLANNING COMMISSION otter Tail County Government Services Center, 540 West Fir, Fergus Falls, MN 56537 218-998-8095 August 8, 2007 Meeting of the Otter Tail County Planning Commission was held on August 8, 2007 at 6:30 P.M. in the Commissioner's Room, Government Services Center, Fergus Falls, Minnesota. Roll Call: Members Present: Rod Boyer, Marion Gill, Les Estes, Joe Maske, Bert Olson, Robert Schwartz, David Trites, Rick Wilson and Leona Zimmerman. Member Absent: Ken Erickson. Michelle Eldien represented the County Attorney's Office and Tim Griep represented the Land & Resource Management Office. Minutes of July 18, 2007: A motion by Estes, second by Wilson to approve as presented. Voting: All Members in favor. “Pelican Quiet Waters” (ClCyPelican Beach Resort Inc. - Approved With Conditions: A Conditional Use Permit Application (as stated by the Applicant): The request is a 19 unit Common Interest Community (Pelican Quiet Waters). The application is to change the usage from a resort to Single Family Residential. The applicant wishes to build 7 units which will replace the 14 existing mobile homes. Units 1 - 7 are existing cabins, and 5 additional units are being requested in tiers two & three. (Currently 23 existing units plus Community Center) Also requesting 7 boat slips. The property is described as GL 3 ex trs (7.90 AC), Pt of GL 3 (6.90 AC ) & Pt Lot 3 bet town rd & lake ex N 445’ & ex tri tr (1.30 AC), Section 10 of Dunn Township; Pelican Lake (56-786), GD. Motion - May 9. 2007: A motion by Trites, second by Schwartz, to table (at the Applicant’s request) to August 8, 2007, to allow time for the impervious surface to be addressed, and time for the Applicant to meet with Bill Kalar regarding potential changes. Steve Langlie (Anderson, Howe & Langlie), David Ram (Developer), & Greg Larson (Attorney) represented the Application. Motion: A motion by Trites, second by Estes, to approve as presented on the Revised Plan received July 20, 2007, provided there is a maximum of 7 boat slips and the project is completed by September 1,2009. Reasons for approval include the following: 1. This is a resort conversion, and not a new project, therefore not requiring the project to start over from the beginning. 2. The 50’ side yard lotline buffer will be met. 3. The impervious will be improved by 4.9%. 4. The gas pump will be removed. 5. There will be a reduction of 9 dwelling units from the existing resort. 6. There will be an elimination of the existing boat ramp/access. 7. The structures will be compliant with the lake setback requirements. Voting: All Members in favor, except Boyer & Maske; reasons include the amount of impervious surface onsite and the saturation in the first tier. OTTER TAIL COUNTY PLANNING COMMISSION County of Otter Tail, Government Services Center, 540 West Fir, Fergus Falls, MN 56537 218-998-8095 l^.AGENDA FOR AUGUSTS, 2007 6:30 P.M. Roll Call/Approval of Minutes Pelican Lake Dunn Twp/Sec 10Old Business CIC (May 9, 2007) “Pelican Quiet Waters” Pelican Beach Resort Inc. Star Lake Twp/ Sec 34 Dead LakeOld Business (June 13, 2007) “Collins Landing” Tom & Jodie Collins et al Dora Twp/Sec 4East Spirit LakeOld Business (June 13, 2007) “Lattimore Beach” Phyllis Morton Nichols Otter Tail Twp/ Sec 4 Non-ShorelandPreliminary Plat“Roberts Addition” Donald J. Heisier Gregory Roberts, Developer 7:30 P.M. “McDowell Acres” Shorma Family Trust Glen McDowell, Developer Otter Tail Twp/ Sec 28 Otter Tail LakePreliminary Plat ScamblerTwp/ Sec 31 Grove LakePreliminary Plat & Topographical Alteration “Hidden Shores Addition” David Haugrud Elizabeth Twp/ Sec 13 Topographical Alteration Jewett LakeAllan Eckley Trust 8:30 P.M. Dale Formo/Ron Carey Buse Twp/Sec 14Unnamed LakeCommercial Use Department of LAND AND RESOURCE MANAGEMENT OTTER TAIL COUNTY Government Services Center • 540 West Fir Fergus Falls, MN 56537 Ph: 218-998-8095 Otter Tail County’s Website: www.co.ottertail.mn.us May 15, 2007 Pelican Beach Resort, Inc. 50451 Fish Lake Road Detroit Lakes, MN 56501 RE; “Pelican Quiet Waters" CIC, Pelican Lake (56-786) To Whom It May Concern; On May 9, 2007, the Planning Commission passed a motion to table your request. Their motion is as follows; A motion by Trites, second by Schwartz, to table (at the Applicant’s request) to August 8, 2007, to allow time for the impervious surface to be addressed, and time for the Applicant to meet with Bill Kalar regarding potential changes. The revised material must be received by Land & Resource Management no later than July 20, 2007. If you have any questions, please contact our Office. Sincerely, Marsha Bowman Recording Secretary CC; Anderson Land Surveying, 313 S. Mill St., Fergus Falls, MN 56537 otter Tail County. Planning Commission May 9.2007, Page 2 Otter Tail County, Planning Commission May 9, 2007, Page 3 Motion: A motion by Trites, second by Schwartz, to table (at the Applicant's request) to August 8, 2007, to allow time for the impervious surface to be addressed, and time for the Applicant to meet with Bill Kalar regarding potential changes. Voting: All Members in favor. Nathan & Jennifer Weixel - Denied: A Conditional Use Permit Application (as staled by the Applicant): Please consider this application a request for topographical alterations. The design proposes to enhance an existing and somewhat level area behind the riprap shoreline for an elevated sand sitting area (287sf). Boulder outcropping with fabric will help to ensure stabilization of the toe of the slope. This design could serve as a model for future lakeshore development whereby eliminating the constant desire by property owners to continually dump sand onto the lake shoreline to replace what has eroded away. By creating an elevated sand area behind the riprap the shoreline is protected from sand or similar materials from continually eroding into the lake. Total excavation/fill = 35cy. The property is described as Lot 4 BIk 2 Mooring Stone Addition, Section 16 of Dunn Township; Fish Lake (56-768), GD. Break: At 8:08 the Commission took a 10 minute break. "Birchwood Park” / Jean Kirbv - Approved With Conditions: A Preliminary Plat titled "Birchwood Park" consisting of 9 Single Family Residential Lots, 2 Blocks; and a Conditional Use Permit Application (as stated by the Applicant): Construct approximately 1050 feet of road to meet the minimum road standards of Appendix 3 of the Otter Tail County Subdivision Ordinance. The property is described as Pt GL 10 (5 AC) & Lot 10 lying S & W of Hwy 41 ex tr (15 AC), Section 9 of Star Lake Township; Star Lake (56-385), GD. Nathan Weixel and Michael Lloyd represented the Application. Motion: A motion by Trites, second by Estes, to deny the request because this is substantially the same project that was denied at the October 11, 2006 Meeting. Voting: All Members in favor. Motion - April 18. 2007: A motion by Estes, second by Maske, to table, at the Applicant’s request, to May 9, 2007 (revised drawings must be submitted to Land & Resource Management by April 20, 2007). David & Mararet Aaberg - Approved With A Condition: A Conditional Use Permit Application (as stated by the Applicant): Applicant proposes to remove existing three tiers of rotted timber cribs and restore the bank back to the original natural slope and replant to native vegetation. The existing rotted wooden steps, landing and associated retaining wall(s) are also proposed to be re-built of landscape block to their existing and respective elevations. Reworking existing soils onsite, approximately 64 cubic yards. No additional material will be brought to site. Erosion Control plan on file. The property is described as Lot 8 Stony Bar Estates, Section 32 of Lida Township; Lake Lida (56-747), GD. Steve Langiie (Anderson-Howe-Langlie, Inc. Surveying) represented the Application. Motion: A motion by Trites, second by Wilson to approve the revised plan (a maximum of 8 lots) dated April 20, 2007, with the following conditions: 1. The lotline for proposed Lot 2 BIk 2 will be altered to exclude the portion northeasterly of the wetland. 2. The proposed building setbacks (from the ordinary high water level) will be approximately 250’ on proposed Lot 1 and approximately 300’ on proposed Lot 2, as shown on the plan. Voting: All Members in favor. Rav Sazama - Approved As Presented: A Conditional Use Permit Application (as staled by the Applicant): Build approximately 600’ of road for use on 2 proposed parcels for building sites. Road will be built to township specifications - 28’ top. 2700 yds road construction and estimated 400 yds Class V. The property is described as GL’s 3 & 4 ex tr & N1/2 SE1/4, NE1/4 SW1/4 & SWIM NW1M, Section 13 of Edna Township; Ceynowa Lake (56-337), GD. Maggie Aaberg and Rob Gorel represented the Appiication. Motion: A motion by Wilson, second by Maske to approve as presented, the Applicant must contact Land & Resource Management prior to starting the project. Voting: All Members in favor. Pelican Quiet Waters (CIO / Pelican Beach Resort Inc. - Tabled To August 8, 2007: A Conditional Use Permit Application (as stated by the Applicant): The request is a 19 unit Common Interest Community (Pelican Quiet Waters). The application is to change the usage from a resort to Single Family Residential. The applicant wishes to build 7 units which will replace the 14 existing mobile homes. Units 1 - 7 are existing cabins, and 5 additional units are being requested in tiers two & three. (Currently 23 existing units plus Community Center) Also requesting 7 boat slips. The property is described as GL 3 ex trs (7.90 AC), Pt of GL 3 (6.90 AC) & R Lot 3 bet town rd & lake ex N 445’ & ex tri tr (1.30 AC), Section 10 of Dunn Township; Pelican Lake (56-786), GD. Steve Langiie (Anderson-Howe-Langlie, Inc. Surveying) represented the Application. Mark Nokken spoke in favor of the request, new condos are an improvement to the existing mobile home park. Motion - April 18. 2007: A motion by Maske, second by Wilson to table (at the Applicant’s request) to the May 9, 2007 Meeting, to allow the Applicant an opportunity to properly stake his project. Ray Sazama represented the Application. Motion: A motion by Boyer, second by Maske to approve as presented. Voting: All Members in favor. Matthew Volkers - Approved As Presented: A Conditional Use Permit Application (as stated by the Applicant): Excavate foundation area for home; grade and fill driveway of 550’ x 12’ from easement. Total cubic yards to move around property - 2583 cu. yds. The property is described as a 5.16 acre tr in GL 3 AKA tr 16, Section 18 of Everts Township; Silver Lake (56-302), RD. OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING Pelican Beach Resort Inc. 50451 Fish Lake Road Detroit Lakes, MN 56501 APPLICANT: HEARING DATE/LOCATION: May 9, 2007 at 6:30 P.M. ** Commissioner's Room, Government Services Center West Fir Fergus Falls, MN 56537 CONDITIONAL USE PERMIT APPLICATION REQUEST (as stated by the Applicant): The request is a 19 unit Common Interest Community (Pelican Quiet Waters). The application is to change the usage from a resort to Single Family Residential. The applicant wishes to build 7 units which will replace the 14 existing mobile homes. Units 1 - 7 are existing cabins, and 5 additional units are being requested in tiers two & three. (Currently 23 existing units plus Community Center) Also requesting 7 boat slips. LAKE NAME/NUMBER/CLASS: Pelican Lake (56-786), GD E-911 ADDRESS: 50451 Fish Lake Road LEGAL DESCRIPTION: GL 3 ex trs (7.90 AC), Pt of GL 3 .... (6.90 AC) & Pt Lot 3 bet town rd & lake ex N 445’ & ex tri tr (1.30 AC), Section 10 of Dunn Township ** Weather Conditions may change the Hearing date and time. If bad weather occurs, please listen to the local Fergus Falls Radio Stations or contact the Land & Resource Management Office, by 4:30 p.m., for possible rescheduling of the Hearing. The above Applicant has made Application to the Otter Tail County Planning Commission for a Conditional Use Permit as per the requirements of the Shoreland Management Ordinance of Otter Tail County. Details of the Application are available for viewing at the Land & Resource Management Office, Government Services Center 540 West Fir, Fergus Falls, MN 56537. Any comments regarding this request may be expressed at the Hearing or mailed to the Land & Resource Management Office at the above address. INDIVIDUALS REQUIRING SPECIAL ACCOMMODATIONS SHOULD CONTACT THE LAND & RESOURCE MANAGEMENT OFFICE PRIOR TO THE HEARING. April 25. 2007 Mailing Date Bert Olson Chairman Planning Commission f'lcu) ^ Ue>^cn I^£^^aT 9.ci^a.r ^ l/)d;u>ta ^/ljl>'? ' ' 0: 1^ /TC^a/a ■**»-> fi>c Kr^»r3 ^ in ^l/J-t^Ttl /i3 ^ ^^LiO l^fiS7& fh\4ST S£ 9f!jiP£ri-^'^ I- OMin d.AU,ULj^YltrJ 5f Pfii/>fiosio w-fV/pi ^ s-rntUI> ^ (lcf\ti d^'JSTYS.iAt'n^'J — \J£A-^iCr^ ffe/lAMr 2A? PcucAbL I €] . O fr/Sjj~i ClAL Cula Tn>tJ ^ BnstO PIL/)......C/^L Cut LA TI<ifJ (S^'^ LJOfK. 4_CA L^C^uA'\l^>^-2 <iV=L^ ^___Otr^S IT'I Clj^mPAfii/OU f I 1^ f^^iy ^^A/i~?9^j PfZoeou^ftUuOL^/)6U ~J~I C/l. I IH7 PQ- 3 L 3 T)i<l H O O I ^A IHThlAL ^ Cttdfu^T L\ce^se LCmi^JL 7^17) L ^5 f (S) ^ / ^ PP9l. (J) ^/<^‘-^6 DaQC__ _ n^€ ?(J) Pi^HKifJC; L^CAT\<i^ /5' __ p(3y Ui)<_i- /^AO ^4Se^(r^T B€ p(P<£aACio ?^ L/4^7<5 /rn C.T ?UNiT S j ^ A>iar ^U£d .L^ca riorj . Pr^Post^ fi<u^lSs /7, <^/d 't UHO P LJHirJ UJILU flof^o Gc c.ra> C I s ^Ad\f)rjcey (^ ] m P€/i \/io t^S ^v(t.PA <C£ <LrfLCi^ laV^>^ (£^'i ^)06 F\S\4 LaK-6 d^AO ^ f of © /T'lf ^(yp,d\p^’JiP) ■P -pcd- I y/^£ jyc ^LLau^mu D^.wr/T'i pki^Posco . ^stiPicaTi£^ \? jpP^AS \IjA'CH P n.£)! >J <^S j ^77l\>>CTUa£S ^ Qp d€/t\cJCO C^ LJoo.\C 0>P^ / <^ ^ pTTJ)^ dCmc\/AH. OCCud , ^TL. U) \LU Lv’H'e'r^ UiLL (B Department of LAND AND RESOURCE MANAGEMENT OTTER TAIL COUNTY Government Services Center • 540 West Fir Fergus Falls, MN 56537 Ph: 218-998-8095 Otter Tail County’s Website: www.co.ottertail.mn.us CLUSTER DEVELOPMENT PRE-APPLICATION MEETING NOTES Cluster Name; Lake Number; ^fo Sec, jo Lake Name: 121 Rge.Twp. DoveProperty Owner: Who Attended; Discussion: (Sec. IV. 11.) lia (^en Space -i. 0"'^lmpervious Surface ^€1^ SfO€ ^CicP)l@‘**‘*6wners Association 0'^resentation Requirements ___ Land Surveyor, Civil Engineer or Architect ___ Tier Location ___ Tier Area ___ Pre-Plat Requirements (Sec. IV. 10. D.) ja'^ens^ Calculation i>^'***^Water Frontage Area Zone^.Ef^oad S'TTv^if i4Aa iM4 <inJhrc Tii _ 7}Hi€ ^ Dfi$ 0l^6u^<4.o ^JCiC I _ PrivateW>‘*^^ublic \/f) cfB (zy4^T(*^CStreet Parking ^ j 0^imcX\xrQ Setbacks Standard C T7E£) ts i-Maximum Density Increases Cluster Development Meeting Notes Page 2 /M IS /5 kO Centralized Sewage Treatment System 10'^^ntralized Shore Recreation Facilities ____ Dock(s) ____ Swimming Area(s) 7 Su/^ □ Reduced Visibility (Structures, Parking Axea, & Other Facilities) V0^CU’s 0 i6 C>MiCC Current License Open Deck (200 Ft^ Max.) . Storage Structure (20 Ft^ Max. & 6 Ft Max. Height) i^fPC Considerations (Sec. V. 3.1.) ____ Compatibility ____ Environmental Impact ____ Hazards ____ Density/Location ____ Land Suitability ____ Parking/Traffic ____ Noise ____ Lighting ____ Hours ____ Lot Size ____ Topographic Alteration ____ Any other possible adverse effects 1/uo>JTs'0^<Cv4{$C^ j^0"^ovided copy of SMO P'i Signature OTC Parcel Map Output Page 1 of 1 Parcels included in proposed CIC of Pelican Quiet Waters PARCEL 17000100116006: GL 3 EX TRS (7.90 AC) PARCEL 17000100116008: PT GL 3 COM SW COR LOT 1 VIKEN BAY BCH S 33' TO BG, N 75 DEG W 367.14', SWLY 400', SWLY ON CURVE ARC DISTANCE 114.44', S 12 DEG E 237.54' TO SLY LN GL 3, ELY 601', NLY 489' TO BG BK 524 PG 215 (6.90 AC) PARCEL 17000100134000: PT LOT 3 BET TOWN RD & LAKE EX N 445'FT. & EX TRI TR.(1.30 AC) Parcels not included in proposed CIC of Pelican Quiet Waters PARCEL 17000100116003: E 265' OF W 785' OF N'LY 570' OF LOT 3 (3.40 AC) PARCEL 17000100116004: E LY 38' OF W'LY 823' OF N'LY 570' LYING W OF RD IN LOT 3 (1.15 AC) http://www.ottertailcounty.net/servlet/com.esri.esrimap.Esrimap?ServiceName=parcelscounty&ClientVer... 4/18/2007 saatoYi ONNERS: DUANE 4 NINNIE ULSCNniD PRELIMINARY PLAT Of-. COMMON INTEREST COMMUNITY EXISTING IMPERVIOUS AREA CALCS. TOTAL AREA - 473,42<=^.2 S.F.± IMPERVIOUS AREA - 56,3<?2.<? S.F. II.RX TOTAL AREA OF OPEN SPACE • 417,036.3 S.F. 63.IX TIER 3 CALCULATIONS: - 202, <42^ S.F. TIER I CALCULATIONS:......ONNERS: JONN 4 CORINN A. GROMATKA TOTAL AREA TOTAL AREA EXCLUDING: I. NETLAND <^,314 S.F.±y TOTAL AREA TOTAL AREA EXCLUDING: I. PUBLIC ROAD R/N » 2,505 S.F. TOTAL - <13,84X1 S.F. NN CORNER SEC. 10-137-42 m I - 6<1,<)66 S.F.± - 132, <163 S.F.± i TOTAL AREA EAST OF E'LY R/N OF FISN LAKE ROAD” <16,704.6 S.F.BASE DENSITY OF DNELLING UNITS - 132, <163/40,000 - 3.32 MAXIMUM ALLONABLE DENSITY PER TIER - 3.32 X 2 - 6.65 TIER 3 » OF UNITS - 6 BASE DENSITY OF DNELLING UNITS - <13,60<1/20,000 - 4.6<1 MAXIMUM ALLONABLE DENSITY PER TIER - 4.6<l X 1.5 - 7.04 TIER I # <5F UNITS - 7 IMPERVIOUS AREA - 33,006.4 S.F. 34.<1X AREA OF OPEN SPACE - 62,6<^.2 S.F. 65.IX PELICAN QUIET WATERSTIER 2 CALCULATIONS:TIER 4 CALCULATIONS:PROPOSED CIC IMPERVIOUS AREA CALCS.155, <114 S.F.TOTAL AREA TOTAL AREA EXCLUDING: I. PUBLIC ROAD R/N - 20,000 S.F. - 55,107 S.F.± TOTAL - 71,030 S.F.± 10,273 S.F.TOTAL AREA TOTAL AREA EXCLUDING: I. NETLAND TOTAL AREA - 473,42<1.2 S.F.t • 0 S.F.IMPERVIOUS AREA - 70,276.0 S.F. I6.SX 2. NETLAND TOTAL - 10,273 S.F.CONDITIONS BEFORE CONSTRUCnTOTAL AREA OF OPEN SPACE • 3<14,052.4 S.F. 03.5X BASE DENSITY OF DNELLING UNITS - 10,273/40,000 - 0.46 MAXIMUM ALLONABLE DENSITY PER TIER • 0.46 X 2 • 0.<1l TIER 4 n OF UNITS ~ 0 S AREA EAST <7F E'LY R/N OF FISN LAKE ROAD - <16,704.6 S.F. ( BASE DENSITY OF DNELUNG UNITS - 71,030/40,000 - 1.00 MAXIMUM ALLONABLE DENSITY PER TIER - 1.00 X 1.5 - 2.6<1 TIER 2 4 OF UNITS - 2 i12080IMPERVIOUS AREA - 2<1,006.0 S.F. 33.<10X AREA OF OPEN SPACE - 66,010.6 S.F. 66.IOX SCALE IN FEET TOTAL NATER FRONTAGE - 35/ MINIMUM FRONTAGE PER UNIT PER RD CLASSIFICATION ~ 25 TOTAL NUMBER OF DNELLING UNITS PER LAKE FRONTAGE - 14 UNITS SCALE. I INCH - 40 FEET BEARINGS ARE BASED ON AN ASSUMED DATUM. • DENOTES IRON MONUMENT FOUND.O DENOTES IRON MONUMENT SET MARKED *PLS 13620 4 17825*. TOTAL AREA OF PROPOSED CIC PLAT - 473,42P S.P.± 00.&7 ACRE5±)N LINE OF SEC. 10-137-42 ONNERS: D 4 S INVESTMENT CD. ONNERS: / JAMES N. 4 SALLY ANN LEHR \l/y \l/yyy \ I / V^ETLAl.uA/n ONNERS: PELICAN BEACH RE N (^•20'4B" N 3* CURVE TABLE L • ONNERS: LpREN P. 4 ONNERS:ONNERS:ONNERS:CHORD LENGTHARC LENGTH CHORD BEARINGDELTA ANGLE MARK C.CURVE RADIUS lance 4 JUDITHBRADLEY T.'•J VIVIAN L.JOHNSON, ETALN OTST'OI* N00’44'l<1''10.5310.53 JOHNSON617.00Cl ANDERSON57 ANGELANDN I6‘03'5I"N36‘I4'0<1''<12.<17 <11.43147.00C2 S72’5I'40"N 20’32'I2^106.66114.44 I /i--i8<?.q<?C3 AF"-.‘■t•n/OsU4A/S I/\fi s V/s✓I- A !A nA,—\ ---'s LDAVI I r s I— • ys\l/sCS s \ s N. N S l’ Ns5N ✓\\Sy5 N V.✓y \y sy V✓ s\1/N S \ \\l/14/C^f Ahiri 99U I s. S a<r5l*l2“ E 161.54N.N.V N.y I \1/\l/\l/ N LINE OF GOV'T LOT 3 SEC. 10-137-42 \l/ Aktri VVL. t LJSl'tU £ LINE OF GOV'T LOT 3 y OF SEC. 10-137-42 n\l/-O\l/L'>\l/\l/. O' 5 6<r5l'l2" E 515.14***••••• PROPERTY CORNER FALLS IN NETLAND ONNERS: %FRANK 4 KATHERINE MIOSEKU4r-~ri A kir>rrt- t<n EROSION CONTROL NOTES:NOTES: ..... ■■ HEAVY LINE INDICATES BOUNDARY OF PROPOSED COMMON INTEREST PLAT. 2 FOOT CONTOUR LINE DEVELOPED FROM SPOT ELEVATIONS 0^112 DATUM} 10 FOOT CONTOUR LINE DEVELOPED FROM USGS QUADRANGLE MAP. SOILS - USDA, SOIL CONSERVATION SERVICE HAS CLASSIFIED THE FOLLOWING SOIL TYPES ON THIS PROPERTY: 267B SNELLMAN SANDY LOAM, 2 TO 6 PERCENT SLOPES 267C SNELLMAN SANDY LOAM, 6 TO 15 PERCENT SLOPES 267E SNELLMAN SANDY LOAM, 15 TO 30 PERCENT SLOPES 746 HASLIE MUCK 1113 HASLIE, SEELYEVILLE, AND CATHRO SOILS PONDED U20 RUSHLAKE-HANGAARD COMPLEX NONE OF THE PROPERTY LIES HITHIN A 100 YEAR FLOOD PLAIN. VEGETATION - THE PROPERTY CONTAINS A MIXED VARIETY OF UPLAND VEGETATION. PROPOSED USAGE - SINGLE FAMILY RESIDENTIAL UNITS NO PROTECTIVE COVENANTS ARE PRCXY7SED AT THIS TIME. E<1II ADDRESS - 50451 FISH LAKE ROAD THE EXISTING SEINER AND NATER SYSTEM NILL BE C^LITERATED AND ITS USE DISCONTINUED. I} Completion and submittal of the MPCA application for General Storm-water Permit for Construction Activity }MN RIOOOOl} is required prior to beginning any construction related activities on this project. 2) Design and implementation of a storm-water pollution prevention plan (SNPPPJ is rec^ired prior to beginning any construction related activities on this project. 3) Items addressed In the SNPPP shall include, but not be limited to, the following: 4) Construction activities will be scheduled in such a manner as to minimize the site area disturbed and exposed at any one time. 5} Construction contractors must minimize soil erosion by mulching, seeding and replanting or implementing erosion and sedimentation control. 6) Proper erosion control measures, such as silt fences, rock dams, bale logs and inlet and outlet controls with velocity checks should be installed and monitored periodically, to ensure that they are effective and in good repair. 7) Soils disturbed by construction should be reseeded and mulched promptly, preferably with a mixture of native grasses and forbs. Erosion control measures should remain in place until revegetated areas have recovered. 6) No storm water runoff, as a result of construction, shall be allowed to enter any wetlands or lake without first passing through sedimentation control devices to minimize soil particles from entering these bodies of water. IMPERVIOUS AREAS {IN SQUARE FEET} MOBILE NOME #/ - 507.0 S.F. MOBILE NOME 42 - 674.7 S.F. MOBILE NOME 43 - <15<1.2 S.F. MOBILE NOME 44 - <161.6 S.F. MOBILE NOME 45 - I,I2I.<1 S.F. MOBILE NOME 46 - 1,223.5 S.F. MOBILE NOME 47 - !,0<16.6 S.F. MOBILE NOME 46 - 1,153.7 S.F. MOBILE NOME 4<1 - <164.7 S.F. MOBILE NCX1E 410 - l,IS6.<1 S.F. MOBILE NOME 411 - 1,364.6 S.F.ONNERS: PELICAN BEACH RESORT MOBILE NOME 412 - <166.0 S.F. MOBILE HOME 413 « 1,120.0 S.F. MOBILE HOME 414 - 1,203.2 S.F.N CABIN 41 m 406.7 S.F. CABIN 42 - 473.2 S.F. CABIN 43 - l,24<1.5 S.F.A NEN CENTRAL SENER SYSTEM NiLL BE IMPLEMENTED BEING COMPLIANT TO OTTER TAIL COUNTY SANITARY SENER REQUIREMENTS FOB RESIDENTIAL UNITS. A NEN CENTRAL NATER SYSTEM NiLL BE IMPLEMENTED TO SERVICE THE RESIDENTIAL UNITS. NELLS TO BE INSTALLED ACCORDING TO OTTER TAIL CCVNTY AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS. CABIN 44 - 2,62<1.0 S.F. GARAGE m 35<1.6 S.F. FISH SHED - <10.1 S.F. RECREATION/RESTROXDMS - I,I3<1.7 S.F. OFFICE - 6^.1 S.F. BITUMINOUS AREA 41 - 1,540.0 S.F. DENOTES EXISTING CONCRETE SURFACE Itltlt j DENOTES EXISTING BITUMINOUS SURFACE DENOTES EXISTING GRAVEL SURFACE DENOTES EXISTING BUILDING FjtririfLr] DENOTES EXISTING PAVING BLOCK BITUMINOUS AREA 42 - 636.4 S.F. BITUMINOUS AREA 43 - 5,6<I5.0 S.F. BITUMINOUS AREA 44 - 260.3 S.F.<1} Groundwater contamination will be avoided through proper handling and storage of petroleum products, chemicals, hazardous materials and construction items during the construction phase. PAVING BLOCK ~ 6.5 S.F. RETAINING NALL 41 - 101.4 S.F. RETAINING NALL 42 - 33.6 S.F. CONCRETE - 3,401.5 S.F. NE CORNER CONCRETE - 170.0 S.F. DENOTES UNIT ENVELOPE 1rCOMMWfTV DENOTES EXISTING STRUCTURES TO BE REMOVED.fICENTERJL SE CORNER GOV'T LOT 3S LINE CB GOV'T LOT 3 SEC. 10-137-42 SN CORNER GOV'T LOT 3 SEC. 10-137-42 SEC. 10-137-42 10.60 0.66 :74<1.<1&y-. 7^ /tpB DENOTES TELEPHONE PEDISTAL. DENOTES PONER POLE. DENOTES LIFT STATION DENOTES CLEAN OUT RISER. DENOTES ELECTRIC SERVICE/NATER SERVICE. DENOTES HOOD FENCE. DENOTES LIMITED COMMON ELEMENT PARKING. PPO LS 0 c/oO ESA4SO 8sj f' !D PRELiniNART C/C PLAT FOR.-\ A /\P-LCES4\'S IV V •\o DAVID RAMAGEH 1/4 CORNER SEC. 10-137-42 LEGAL DESCRIPTION PART OF GOVERNMENT LOT 3 SECTION 10, TONNSHIP 137, RANGE 42, OTTER TAIL COUNTY, TOMNSHIP NAME - DUNN TONNSHIP PARCEL NO. - I700OI0OI16006 I7000I00II6006 17000100134000 ONNERS/PEVELOPERS: PELICAN BEACH RESORT INC. 50451 FISH LAKE ROAD DETROIT LAKES, MN 56501 {701} 610-1353 i% folder 261-06 FIELD BOOK ALS-164/3& CONTRACT NO. 261-06 DRAWN BY GEM/LIBNDERSON LAND SURVEYING, INC.FIELD CREW JSL ♦ JAK i grd file 261-06 DWG FILE 26I-06VBEF0RE CR5 FILE 261-06PROFESSIONAL LAND SURVEYORS. CIVIL ENGINEERS & lAND DEVELOPMENT CONSULTANTS 313 SOUTH Mia STREET. FERGUS FALLS, MN 56538-0125 (218) 739-5268 324 BROADWAY. SUITE 208. ALEXANDRIA, MN 56308 (320) 762-5263 (800) 300-9276 iI DRAWING NUMBER SEC - TWP - RG 10 - 137 - 42 CHECKED B> GEM 7523 * OHNERS< DUANE t MNNIE ULSCNMID PRELIMINARY PLAT OF:EXISTING IMPERVIOUS AREA CALCS.TIER 3 CALCULATIONS* I TIER I calculations* - <^,314 S.P.±OHNERSty‘TOTAL AREA TOTAL AREA EXCLUDINOt I. HETLAND 202,S.F.TOTAL AREA - 473,42*^.2 S.F.±NN CORNER SEC. 10-137-42 TOTAL AREA TOTAL AREA EXCLUDING, I. PUBLIC ROAD R/^ - 2,506 S.F. TOTAL • ^3,60*1 S.F. JONN 4 CORINN A.IMPERVIOUS AREA - 56,3P2.ei S.F. //.«?»6ROMATKA- 6%*^ S.F.± TOTAL - 132, <K3 S.F.± TOTAL AREA OF OPEN SPACE - 417,030.3 S.F. 66.IX COMMON INTEREST COMMUNITYAREA EAST OF ELY R/H OF FISH LAKE ROAD- PO, 704.6 S.F.OINNERSiBASE DENSITY OF DUELLING UNITS - 132,^163/40,000 - 3.32 MAXIMUM ALLOWABLE DENSITY PER TIER - 3.32 X 2 • 6.65 TIER 3 4 OF UNITS -6 BASE DENSITY OF DMElUNG UNITS - P3,60<=l/20,000 - 4.6*=! MAXIMUM ALLOWABLE DENSITY PER TIER - 4.6P X 1.5 - 7.04 TIER I # OF UNITS - / IMPERVIOUS AREA - 33,606.4 S.F. 34.<V DAVID A. $ JOYCE A. RAMAGEAREA OF OPEN SPACE - 62,636.2 S.F. 65.IX ELY R/hl LINE OF PELICAN QUIET WATERSFISH LAKE ROAD TIER 2 calculations* - 155,314 S.F. TIER 4 CALCULATIONS* TOTAL AREA PROPOSED ac IMPERVIOUS AREA CALCS.TOTAL AREA TOTAL AREA EXCLUDING* I. NETLAND 16,273 S.F. TOTAL AREA EXCLUDING, 1. PUBLIC ROAD RAu - 26,666 S.F. 2. ZETLAND TOTAL AREA - 473,423.2 S.F.t- 0 S.F. TOTAL - 16,273 S.F.IMPERVIOUS AREA - 76,276.6 S.F. I6.5X- 55,167 S.F.t TOTAL • 71,636 S.F.t TOTAL AREA OF OPEN SPACE - 334,652.4 S.F. 63.5X5:BASE DENSITY OF DUELLING UNITS - 16,273/40,000 - 0.46 MAXIMUM ALLOHABLE DENSITY PER TIER - 0.46 X 2 - 0.31 TIER 4 4 OF UNITS - O §BASE DENSITY OF DUELLING UNITS - 71,636/40,000 - 1.60 MAXIMUM ALLOUABLE DENSITY PER TIER - 1.60 X 1.5 - 2.63 TIER 2 4 OF UNITS - 2 AREA EAST OF ELY R/U <PF FISH LAKE ROAD- 36^704.6 S.F.AOAO 20 120800 IMPERVIOUS AREA - 23,666.0 S.F. 30.30X]AREA OF OPEN SPACE - 66,616.6 S.F. 63.I0X SCALE IN FEET TOTAL UATER FRONTAGE - 351 MINIMUM frontage PER UNIT PER RD CLASSIFICATION - 25 TOTAL NUMBER OF DUELLING UNITS PER LAKE FRONTAGE - 14 UNITS BEARINGS ARE BASED ON AN ASSUMED DATUM. • DENOTES IRON MONUMENT FOUND. ODENOTES IRON MONUMENT SET MARKED "PLS 13620 A 17825*. U LINE OF SEC. 10-137-42 TOTAL AREA OF PROPOSED CIC PLAT - 473,42^ S.F.± 00.67 ACRESt) OUNERSi D 4 S INVESTMENT CO.OUNERS* JAMES H. 4 SALLY ANN LEHR/\l/\l/ V ^ I H/C^ A ktryV I ✓ rrj_»1./-U Vi./ 2.36 ONNERS* PELICAN BEACH RESORT INC. CURVE TABLE OUNERS:OUNERS:OUNERS* MARK C. JC44NSON, ETAL ARC LENGTHDELTA ANGLE CHORD lengthCURVE OUNERS*RADIUS CHORD BEARING CpREN P. 4 \LANCE 4 JUDITHBRADLEY T.C?0*44'I3"N 67*57'0in4Cl10.53617.00 10.53 VIVIAN L.JOHNSONANDERSONN I6’03'5I"U36'I4‘03"C2 32.37 31.43147.00 SI ANGELAND72’5V40"N 20’32'I2*EC363.33 H4.44 106.66 S i /I N “r/N/N/N N I•N IYC” ^nYS\/ \ ///<'' c V / r N I— /—\\i/s I NI \UFENCEsyT l’ \S. \ s N5Y NY NY NY N S S\l/S N V SY a L . / Wr~\ I— r-\ I /'■' ^ Oc.u/1 I I—LYu/C^i Ahtr\ rru / LJ-it VL4 5 S<?'5/V2* E /G/.54I SLY LINE OFN 6TI4W E\l/DEDICATED PUBLIC ROAD.\l//T. VY\l/n.06•V U LINE OF GOV'T LOT 3 SEC. 10-137-42 s\l/OUNERS* FRANK 4 KATHERINE MIOSEKAhtr% XfU l Ljnt Uj yC 8 l’ V r>E LINE OF GOV'T LOT 3 -O* -OF SEC. 10-137-42\l/PROPOSED ONE-UAY ROAD TO MATCH\\/\l/EXISTING GROUND ELEVATION yT\l/\l/\l/ Xktry rru t XL/\ IMPERVIOUS AREASA ON SQUARE FEETJS 63'5I'I2" E 515.14 S 6<^’5m" E 264.66 TOTAL - UNIT I - 1,343.6 S.F. + PARKING - 332.4 S.F. - 1,742.2 S.F. UNIT 2 - 1,055.6 S.F. + PARKING - 332.4 S.F. - 1,446.2 S.F. UNIT 3 - 1,350.5 S.F. + PARKING - 366.4 S.F. • 1,716.3 S.F. UNIT 4 - 1,600.0 S.F. + PARKING - 430.4 S.F. - 2,030.4 S.F. UNIT 5 - !,6O0.O S.F. + PARKING - 745.0 S.F. - 2,345.0 S.F. UNIT 6 - 1,600.0 S.F. + PARKING - 556.0 S.F. - 2,156.0 S.F. UNIT 7 - l,6O0.O S.F. + PARKING - 446.3 S.F. - 2,046.3 S.F. UNIT 6 - 1,600.0 S.F. + PARKING - 412.6 S.F. - 2,012.6 S.F. UNIT 3 - 1,600.0 S.F. + PARKING - 416.0 S.F. - 2,016.0 S.F. UNIT lO - 1,600.0 S.F. + PARKING - 407.6 S.F. - 2,007.6 S.F. PROPERTY CORNER FALLS IN UETLAND 5 EROSION CONTROL NOTES*NOTES* ' ' HEAVY LINE INDICATES BOUNDARY OF PROPOSED COMMON INTEREST PLAT. 2 FOOT CONTOUR LINE DEVELOPED FROM SPOT ELEVATIONS 0*^12 DATUM) lO FOOT CONTOUR LINE DEVELOPED FROM USGS QUADRANGLE MAP. SOILS - USDA, SOIL CONSERVATION SERVICE HAS CLASSIFIED THE FOLLOUING SOIL TYPES ON THIS PROPERTY* 267B SNELLMAN SANDY LOAM, 2 TO & PERCENT SLOPES 267C SNELLMAN SANDY LOAM, 6 TO 15 PERCENT SLOPES 267E SNELLMAN SANDY LOAM, 15 TO 30 PERCENT SLOPES 746 HASLIE MUCK 1113 HASLIE, SEELYEVILLE, AND CATHRO SOILS PONDED H20 RUSHLAKE-HANGAARD COMPLEX NONE OF THE PROPERTY LIES UITHIN A lOO YEAR FLOOD PLAIN. VEGETATION - THE PRCX=>ERTY CONTAINS A MIXED VARIETY OF UPLAND VEGETATION. PROPOSED USAGE - SINGLE FAMILY RESIDENTIAL UNITS NO PROTECTIVE COVENANTS ARE PROPOSED AT THIS TIME. E3II ADDRESS - 50451 FISH LAKE ROAD THE EXISTING SEUER AND UATER SYSTEM UILL BE CBLITERATED AND ITS USE DISCONTINUED. A NEU CENTRAL SEUER SYSTEM UILL BE IMPLEMENTED BEING COMPLIANT TO OTTER TAIL COUNTY SANITARY SEUER REQUIREMENTS FOR RESIDENTIAL UNITS. A NEU CENTRAL UATER SYSTEM UILL BE IMPLEMENTED TO SERVICE THE RESIDENTIAL UNITS. UELLS TO BE INSTALLED ACCORDING TO OTTER TAIL COUNTY AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS. 1) Completion and submittal of the MPCA application for General Storm-water Permit for Construction Activity (MN RIOOOOi) is required prior to beginning any construction reiated activities on this project. 2) Design and impiementatian of a storm-water pollution prevention plan ('SUPPP) is required prior to beginning any construction related activities on this project. 3) Items addressed in the SUPPP shall include, but not be limited to, the following* 4) Construction activities will be scheduled in such a manner as to minimize the site area disturbed end exposed at any one time. 5) Construction contractors must minimiie soil erosion by mulching, seeding and replanting or impiementing erosion and sedimentation control. 6) Proper erosion control measures, such as silt fences, rock dams, bale logs and Inlet and outlet controls with velocity checks should be installed and monitored periodically, to ensure that they are effective arxi in good repair. 7) Soils disturbed by construction should be reseeded and mulched promptly, preferably with a mixture of native grasses and forbs. Erosion control measures should remain in place until revegetated areas have recovered. 6) No storm water runoff, as a result of construction, shall be allowed to enter any wetlands or lake without first passing through sedimentation control devices to minimize soil particles from entering these bodies of water. PROPOSED ONE-UAY ROAD - 7,CS7.I S.F. CONCRETE SIDEUALK - L2I5.6 S.F. OUNERS* PELiCAN BEACH RESORT iri «n DENOTES EXiSTiNG CONCRETE SURFACE DENOTES EXiSTING BiTUMiNOUS SURFACE DENOTES EXiSTiNG GRAVEL SURFACE DENOTES EXISTING BUILDING DENOTES EXISTING PAVING BLOCK ATI 3) Groundwater contamination will be avoided through proper handling and storage of petroieum products, chemicals, hazardous materials and construction items during the construction phase. % DENOTES UNIT ENVELOPE COMMUNHY CENTER DENOTES EXISTING STRUCTURES TO BE REMOVED. SE CORNERS LINE OF GOV'T LOT 3 SEC. 10-137-42 SU CORNER GOV'T LOT 3 SEC. 10-137-42 GOV'T LOT 3 SEC. 10-137-42 10.60 0.66743.36 r*. S Q^40*42*E (i00.4S 5 a<3*40'42"E 1350.43 8 DENOTES CLEAN OUT RISER. DENOTES ELECTRIC SERVICE/UATER SERVICE. DENOTES UOOD FENCE. DENOTES LIMITED COMMON ELEMENT PARKING. 2! •2} / y1\ A / . V V - / /IK / \ /\ / I \l - V V -PRELIMINARY CIC PLAT FOR*OUNERS* JOHN TALLARICO P-LCE**4 t-I /f-/ w 1/4 CORNER SEC. 10-137-42 LEGAL DESCRIPTION PART OF GOVERNMENT LOT 3 section 10, TOUNSHIP 137, RANGE 42, OTTER TAIL COUNTY, TOUNSHIP NAME - DUNN TOUNSHIP PARCEL NO. - I70O0I0OI16006 I7OO0I00116006 I7000IOOI34000 ONNERS/DEVELOPER5* PELICAN BEACH RESORT INC. 5045! FISH LAKE ROAD DETROIT LAKES, MN 56501 ('701) 610-1353 DAVID RAMAGE1% FIELD BOOK ALS-184/38 CONTRACT NO 261-06 FOLDER 261-06 DRAWN BY GEH/LIBNDERSON LAND SURVEYING, INC.FIELD CREW JSL 4 JAKDWG FILE 26I-06CICI CRD FILE 261-06 CRB FILE 261-06 PROFESSIONAL LAND SURVEYORS, CIVIL ENGINEERS & lAND DEVELOPMENT CONSULTANTS 313 SOUTH MILL STREET, FERGUS FALLS. MN 56538-0125 (218) 739-5268 324 BROADWAY, SUITE 208, ALEXANDRIA, MN 56308 (320) 762-5263 (800) 300-9276 DRAWING NUMBER 7523ySEC - TWP - RG 10 - 137 - 42 CHECKED B^ GEH RECEIVED APR 18 2007 1-AND & RESOURCE '.■t , ■* yw j-'A: •iMM ..Vi* - S'SvSsi'Sf Si5|»i V^V4:|S:S:V$S6Vs>il|s<#VVf mVi-g V VV^' ^V?Sr J&i M-TAi-:■; -v-!i h*il ■V {J* v;?'-v^'-vr:,i■^.:ft v-V>^ , =■;■• ■ . ‘ i * ^^ >:/'• '■'V '5Se> ;i't:;:Kvfcii:,"A?c-v“ :r,»:;. : 5f .¥?'VVV'V;V-'%'V. ''-aV'. ■ ,4 ■;:'u-i/A'n:^V,t.'- vV:,:.<^ Vv ;>V“‘ 1 r- :•■ V ■’^1’^ ■ iSIsaWKdlSlIlil:., -a»-sc:is»'iSi....„ ms^iSv^;C^#vftisStv:g»vv Hr'' WCEC ^ '■' ;• /5^ 4 V5:VI w ■ */ .'■ V ' ^/'••"f iS\U V id A’-VI'-VV"'”":'';Si|V■S'.■/ I 1 ! ■| WETLAND DELINEATION AND ASSESSMENT REPORT Pelican Lake Delineation Dunn Township, Otter Tail County WCEC Project Number: 06-5642-30 October 24,2006 ■’f" ■ m'6. _ M:.:West Central Environmental Consultants■ 14 Green River Road • P.O. Box 594 • Morris, MN 56267-0594 (320) 589-2039 or 1-800-422-8356 • Fax (320) 589-2814 October 24, 2006 Dave Ramage c/o Anderson Land Surveying 313 Mill Street South Fergus Falls, MN 56537 RE: ' Wetland Delineation and Assessment Report Pelican Lake Delineation, Rural Dunvilla, Otter Tail County WCEC Project ID#: 06-5642-30 Dear Mr. Ramage: 1.0 Introduction WCEC was contracted on October 13, 2006 to delineate and flag wetland boundaries and generate a wetland delineation report for the Ramage property located in T137N, R42W, Sec 10. The property comprises +/- 20 acres within the NW Va of section 10 as shown in Figure 1. 2.0 Wetland Determination/Delineation Methodology Wetlands present within the above referenced area were identified and delineated using the procedures described in the Army Corps of Engineers (ACOE) Manual for Identifying and Delineating Wetlands, 1987 edition. This is the preferred method of wetland delineation stated in the Minnesota Wetland Conservation Act which applies to all wetlands, except those identified on the DNR Protected Waters and Wetlands Inventory. This method utilizes the standard multi-parameter approach (vegetation, hydrology and soils) for wetland identification as outlined in the Corps of Engineers Data Forms. In general, an area is considered a wetland if the Hydrophytic Vegetation, Wetland Hydrology and Hydric Soils are present. The definition and methodology for each of the three parameters are outlined below: Hydrophytic Vegetation Definition: The prevalence (>50%) of dominant plant species that are adapted to life in saturated soil conditions. To determine whether vegetation is hydrophytic, the dominant plant species are identified and listed in each wetland data form (Appendix A) where WCEC has cited the common name, scientific n^e and wetland indicator status. Dominance refers strictly to Method: Equal Opportunity Employer the spatial extent of a species that is directly discernible in the field. The most abundant plant species that immediately exceeds 50 percent of the total dominance for a given stratum, plus any additional species comprising 20 percent or more of the total, are considered dominant species for that stratum. In cases where 50% or more of all dominant species are hydrophytic, this wetland parameter is satisfied. Wetland Hydrology Definition: Inundated or saturated to the surface for a minimum of 5% (in consecutive days) of the growing season. Wetland hydrology is determined by observing the presence arid/or absence of primary or secondary hydrology indicators in each sampling location. If any one of the primary indicators Or two of the secondary indicators are identified, the wetland hydrology parameter is met. Please note that the hydrology indicators are listed on the wetland data form in descending order of reliability. Method: Hydric Soils Definition: Soils that are saturated long enough during the growing season to develop anaerobic conditions in the upper part (!'). Method:WCEC references the hydric soil definition, criteria, and lists from the U.S.D.A. Natural Resources Conservation Service (NRCS). Soils from each sample location are characterized and classified with the Munsell Soil Color Charts used to determine soil chroma, mottle color and gleying color (when present) to determine reducing conditions indicative of hydric soils. If one or more of the hydric soil indicators are identified, the soil is considered hydric. Please note the hydric soil indicators are listed on the wetland data forms in descending order of reliability. Resources referenced in identifying and delineating wetland boundaries included the uses 7.5 minute topographic base maps. Farm Service Administration aerial photographs, USDA soil surveys, U.S. Fish and Wildlife Service National Wetland Inventory (NWI), and the DNR Protected Waters and Wetlands map (Appendix B). WCEC’s wetland delineation followed the ACOE procedure for identifying wetland boundaries by completing the appropriate number of transects, investigating the required wetland criteria, and identifying the boundary between the wetland and upland. A soil sampling auger was used to check the soils and hydrology at periodic intervals throughout the delineated boundary to confirm accuracy and/or adjust the boundary accordingly. The boundary was flagged with fluorescent wetland delineation tape or wire flags at close intervals to accommodate efficient inspection by the Lxjcal Governing Unit (LGU) and land survey crew. To confirm delineation accuracy, WCEC completed two transects Consisting of at least two sampling points (Figure 2). Information collected for each transect was placed on the Army Corps of Engineers (ACOE) Data Forms for Routine Determination (Appendix A). WCEC coordinates delineation plans with the Otter Tail County LGU responsible for Wetland Conservation Act enforcement. The Otter Tail County Land and Resource Management staff has been notified of the delineated wetland boundaries and will inspect the flagged wetland lines as time allows. 3.0 Wetland Assessment Results/Conclusions The subject property comprises +/- 20 acres in the NW Vi of section 10 in Dunn Township. The property land use/land cover is primarily wooded with wetlands in the topographic lows (Figure 2). In WCEC’s professional opinion, three (3) areas were identified that meet the wetland criteria defined in the Army Corps of Engineers (ACOE) 1987 Manual. Wetland area #1 is located in the eastern portion of the property and was flagged along the entire boundary within the property (Figure 2). This area is a small Type 3 (Shallow marsh) wetland and is classified on the National Wetland Inventory Map as Palustrine Forested Broad-Leaved Deciduous Seasonally Flooded (PFOIC, See NWI map in Appendix B, Figure 5). Runoff and drainage of upland areas provide the primary source of hydrology for this wetland. Wetland area #2 is in the saine basin as Wetland #1 but is separated from wetland #1 by a narrow road. This area was flagged along the entire boundary within the property (Figure 2). This area is also a Type 3 (Shallow marsh) wetland and is classified on the National Wetland Inventory Map as Palustrine Scrub Shrub Broad-Leaved Deciduous/ Emergent Seasonally Hooded (PSSl/EMC, See NWI map in Appendix B, Figure 5). Runoff and drainage of upland areas provide the primary source of hydrology for this wetland. Wetland area #3 is located in the northwest comer of the property and was flagged along the southern edge. This wetland area may not extend into the property boundary but was flagged due to the close proximity to the property line. This area is a Type 3 (Shallow marsh) wetland and is classified on the National Wetland Inventory Map as Palustrine Scrub Shirub Broad-Leaved Deciduous/ Emergent Seasonally Flooded (PSSl/EMC, See NWI map in Appendix B, Figure 5). Runoff and drainage of upland areas provide the primary source of hydrology for this wetland. None of the wetlands identified during this investigation are listed pn the DNR Protected Waters and Wetlands Inventory. Pelican Lake is listed on the DNR Protected Waters and Wetlands Inventory (See Appendix B, Figure 5). Two transects were completed during this investigation. Transect 1 was completed on wetland #1 and Transect 2 was completed on wetland #2 (See Figure 2 for transect locations and Appendix C for photos of the transect locations). Specifics of observed vegetation, hydrology and hydric soil characteristics are included in the data forms in Appendix A. The wetland boundary was observed between transect plots 1 and 2 and flagged accordingly (Figure 2). Flagged wetland boundaries were gedlocated using GPS technology for data archival purposes and do not represent legally defined boundaries. Flagged lines should be surveyed by a licensed land surveyor to legally define the wetland boundaries. , Boundaries of all wetland areas were marked accordingly with flagging at close intervals to accommodate field inspection by the Otter Tail County Land and Resource Management staff and the subsequent surveying crew. A copy of this report will be submitted to Otter Tail County LGU, Kyle Westergard, for final approval. This report outlines the professional observations and recommendations of West Central Environmental Consultants. No warranty is intended or implied. If you have any questions regarding this report, or would like additional information, please feel free to contact me or Jason Kirwin at 800-422-8356. Sincerely, Rob Peterson Assistant Project Manager/Certified Wetland Delineator Enclosure(s) , cc: Kyle Westergard, Otter Tail County LGU Brad Mergens, West Otter Tail County SWCD I "n(Q c (A FIGURE 1 Site Location Map Figure 1: Site Location Map, T137N, R42W, Sec. 10 Pelican Lake Delineation, Rural Dunvilla, MN :4: ~i ^ -^f -’ " '^ - lV| |k : ^/ -Ws /; t -U /o / • ~ _ / ‘I J •:.: :,:• \ .;- -N ■>; ■ ' ■ 'C l-1:^Ii .i. •.--•r •4.:.. -V•c- ■ i; X •■■: i • '"■■■ ^> --.uTiiif.i •■,:;?•-n ■nhuM :.Sf^ i‘y^ ■:', '1vttr)•»••■..• ij*v •-i y. flit ■"tifV.<. , ■T'::- ,si»!^^'ii'y i ..■^,frS'-ri|.i .■;*, J ■V:* :r i :3' g.'■^i'a!: ,i •-■;■■ f' 'liiSif:'!'! V’' ' If /l i! 'C k ..?' Wr-f-’-^ -vX* // N WCEC, Inc.Environmental Consultants Legend IQ3 Delineation Area 1-800-422-8356 0 0.125 0.25 1 -----1-----1-----1-----1-----1-----1-----1-----1 0.5 Miles Map Date: October 24, 2006 FIGURE 2 Detailed Site Map Showing Approximate Wetland Boundaries and Transect Locations Figure 2: Approximate Wetland Boundaries and Transect Locations Pelican Lake Delineation, Rural Dunvilla, MN J ■ '4 N WCEC, Inc.Environmental Consultants Legend B Transect Locations Approx. Flagged Wetland Line Delineation Area 1-800^22-8356 0 125 250 I—I----1—I—H 500 Feet Map Date: October 24, 20061—I—I—I ■ ;«i«aigp$‘*3Sssii®■‘SSf“®IB^£fSaS;«^ ‘s»ii:^my:m^mMmiswmfSf90KmM . '5' ... "‘f'::M(l¥4V‘¥^JS 'i? A.45'v^K|?V>: V r- '.VO '*T ;> A« •[j.-ii ..■oiMmv; ■'<. -?f i5gf®saf':.>ni?;v-5s:'':'''’':s;:.fer APPENDIX A Wetland Data Forms Routine Wetland Determination (1987 COE Wetlands Delineation Manual) DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) 10/19/06 otter Tail Minnesota Date: County: State: Project/Site: Pelican Lake Delineation Applicant/Owner: Dave Ramage Investigator: West Central Environmental Consultants 0 Yes D Yes □ Yes □ no 3 No 3 No Community ID: Transect ID: Plot ID: Do Normal Circumstances Exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? (if needed, explain on reverse.)_____________ 1 1 VEGETATION Stratum IndicatorStratum Indicator Dominant Plant SpeciesDominant Plant Species H Obl 9.1. Sedge. slender/Carex leotalea Obl2. Bluearass. marsh/Poa paludiaena H 10. 3. Smooth Golden Rod/Solidaao giaantea H FacW 11. 12.4. 13.5. 14.6. 15.7. 16.8. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-).3/3 = 100% Remarks: Hydrophytic vegetation criteria is met. HYDROLOGY Wetland hydrology Indicators: Primary Indicators: 3 Inundated 3 Saturated in Upper 12 Inches 3 Water Marks 3 Drift Lines 3 Sediment Deposits 13 Drainage Patterns in Wetlands Secondary Indicators (2 or more required): CH Oxidized Root Channels in Upper 12" 0 Water-Stained Leaves 0 Local Soil Survey Data 0 FAC-Neutral Test 0 Other (Explain in Remarks) 0 Recorded Data (Describe in Remarks): 0 Stream, Lake, or Tide Gauge 0 Aerial Photographs 0 Other 0 No Recorded Data Available Field Observations: Depth of Surface Water Depth to Free Water in Pit: NA (in.) 10 (in.) Depth to Saturated Soil:6 (in.) Remarks: Hydrology criteria is met. SOILS Map Unit Name (Series and Phase): 746-Haslie Muck Drainage Class; Very poorly drained Field Obsen/ations: Confirm Mapped Type? 0 Yes D NoTaxonomy (Subgroup): Borosaprist Profile Description: Depth finchesf Horizon Mottle Abundance/ Size/Contrast Texture, Concretions, Structure, etc. Matrix Color Mottle Colors fMunsell MoistI fMunsell Moistt 2.5/NO muck0-12 Hydric Soil Indicators: 0 Histosol 1 I Histic Epipedon 0 Sulfidic Odor 0 Aquic Moisture Regime 1 I Reducing Conditions 0 Gieyed or Low-Chroma Colors Concretions High Organic Content in Surface Layer Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) ■j Remarks; Hydric soils criteria is met. WETLAND DETERMINATION 0 Yes 0 Yes 0 Yes □ no□ no□ no Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present?Is this Sampling Point Within a Wetland? 0 yes 0No Remarks: DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) 10/19/06 Otter Tail Minnesota Date: County: State: Project/Site: Pelican Lake Delineation Applicant/Owner: Dave Ramage Investigator: West Central Environmental Consultants □ no 3 No 3 No 3 Yes □ Yes □ Yes Community ID: Transect ID: Plot ID: Do Normal Circumstances Exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? (if needed, explain on reverse.)_____________ 1 2 VEGETATION Stratum IndicatorDominant Plant SpeciesStratum IndicatorDominant Plant Species Fac-H 9.1. Kentucky Blueorass/Poa oratensis H Upl 10.2. Brome. Smooth/Bromus intermis FacW-SS 11.3. Elm. American/Ulmus americana T FacW-12.4. Elm. American/Ulmus americana 13.5. 14.6. 15.7. 16.8. Percent of Dominant Species that are OBL, FACW or FAC 2/4 = 50%(excluding FAC-). Remarks: Hydrophytic vegetation criteria is not met. HYDROLOGY Wetland hydrology Indicators: Primary Indicators: □ Inundated □ Saturated in Upper 12 Inches □ Water Marks _ Drift Lines□ Sediment Deposits O Drainage Patterns in Wetlands Secondary Indicators (2 or more required): □ Oxidized Root Channels in Upper 12" □ Water-Stained Leaves □ Local Soil Survey Data _ FAC-Neutral Test□ Other (Explain in Remarks) [□ Recorded Data (Describe in Remarks): □ Stream, Lake, or Tide Gauge EH Aerial Photographs EH Other [3 No Recorded Data Available Field Observations: Depth of Surface Water Depth to Free Water in Pit: NA (in.) NA (in.) 18__(in.)Depth to Saturated Soil: Remarks: Hydrology criteria is not met. SOILS Map Unit Name (Series and Phase): 746-Haslie Muck Drainage Class: Very poorly drained Field Observations: Confirm Mapped Type? □ Yes [3 NoTaxonomy (Subgroup): Borosaprist Profile Description: Depth finches) Horizon 0-18 Mottle Abundance/ Size/Contrast Texture, Concretions, Structure, etc. Matrix Color Mottle Colors fMunsell Moist) (Munsell Moist) 10YR3/3 SandFill Hydric Soil Indicators: _ Histosol _ Histic Epipedon _ Sulfidic Odor LJ Aquic Moisture Regime _ Reducing Conditions LJ Gleyed or Low-Chroma Colors Concretions High Organic Content in Surface Layer Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) Remarks: Hydric soils criteria is not met. Soil sample does not meet the soil map unit listed in the Otter Tail County Soil Survey. This transect plot was completed in an area that was filled in the past. WETLAND DETERMINATION 0No 0No 0No □ ves □ ves CH Yes Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present?Is this Sampling Point Within a Wetland? 0 Yes 0No Remarks: DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) 10/19/06 Otter Tail Minnesota Date; County: State: Project/Site: Pelican Lake Delineation Appiicant/Owner: Dave Ramage investigator: West Centrai Environmental Consuitants 0 Yes □ Yes □ Yes Community iD: Transect iD: Piot ID: Do Normal Circumstances Exist on the site? Is the site significantly disturbed (Atypical Situation)? is the area a potentiai Probiem Area? (if needed, exptain on reverse.)_____________ No 2No 1■j No VEGETATION Dominant Plant Species Stratum IndicatorStratum IndicatorDominant Plant Species Obi1. Blueioint/Calamaarostis canadensis H 9. 2. Tussock sedge/Carex stricta H Obi 10. FacW3. Bur cucumber/Sicvose anoulatus H 11. 4. Red Osier Doowood/Cornus stolonifera SS FacW 12. SS5. Elm. American/Ulmus americana FacW-13. 14.6. 15.7. 16.8. Percent of Dominant Species that are OBL, FACW or FAC 5/5 = 100%(excluding FAC-). Remarks: Hydrophytic vegetation criteria is met. HYDROLOGY Wetland hydrology Indicators: Primary Indicators: □ Inundated 3 Saturated in Upper 12 Inches 3 Water Marks □ Drift Lines □ Sediment Deposits □ Drainage Patterns in Wetlands Secondary Indicators (2 or more required): □ Oxidized Root Channels in Upper 12" □ Water-Stained Leaves 3 Local Soil Survey Data ^ FAC-Neutral Test3 Other (Explain in Remarks) □ Recorded Data (Describe in Remarks): □ Stream, Lake, or Tide Gauge □ Aerial Photographs □ other 0 No Recorded Data Available Field Observations: Depth of Surface Water NA (in.) Depth to Free Water in Pit:16 (in.) Depth to Saturated Soil:10__(in.) Remarks: Hydrology criteria is met. SOILS Map Unit Name (Series and Phase): 746-Haslie Muck Drainage Class: Very poorly drained Field Obsen/ations: Confirm Mapped Type? 0Yes QnoTaxonomy (Subgroup): Borosaprist Profile Description: Depth finchest Horizon 0-10 Matrix Color Mottle Colors fMunsell Moistt (Munsell Moistt 2.5/N 10YR5/1 Mottle Abundance/ Size/Contrast Texture, Concretions, Structure, etc. muckO clay loamA10-18 Hydric Soil Indicators: 0 Histosol n Histic Epipedon 0 Sulfidic Odor 1 I Aquic Moisture Regime I I Reducing Conditions 0 Gleyed or Low-Chroma Colors 0 Concretions 0 High Organic Content in Surface Layer Sandy Soils 0 Organic Streaking in Sandy Soils 0 Listed on Local Hydric Soils List 0 Listed on National Hydric Soils List 0 Other (Explain in Remarks) Remarks: Hydric soils criteria is met. WETLAND DETERMINATION Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? Yes jNo □ no ■j j Yes Is this Sampling Point Within a Wetland? 0 Yes 0NoNoYes Remarks: DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Pelican Lake Delineation Applicant/Owner; Dave Ramage Investigator: West Central Environmental Consultants Date: County: State: 10/19/06 Otter Tail Minnesota Do Normal Circumstances Exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? (if needed, explain on reverse.)_____________ Community ID: Transect ID: Plot ID: Yes No •j 2Yes■j No 2YesNoJ VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Brome. Smooth/Bromus intermis H Upl 9. 2. Box Elder/Acer neoundo T FacW-10. 3.11. 4.12. 13.5. 6.14. 7.15. 8.16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-).1/2 = 50% Remarks: Hydrophytic vegetation criteria is not met. HYDROLOGY Wetland hydrology Indicators: Primary Indicators: D Inundated _ Saturated in Upper 12 Inches _ Water Marks _ Drift Unes _ Sediment Deposits EH Drainage Patterns in Wetlands Secondary Indicators (2 or more required): D Oxidized Root Channels in Upper 12" _ Water-Stained Leaves _ Local Soil Survey Data _ FAC-Neutral Test U Other (Explain in Remarks) EH Recorded Data (Describe in Remarks): EH Stream, Lake, or Tide Gauge EH Aerial Photographs I I Other PI No Recorded Data Available Field Observations: Depth of Surface Water Depth to Free Water in Pit: Depth to Saturated Soil: NA (in.) NA (in.) 24 (in.) Remarks: Hydrology aiteria is not met. SOILS Map Unit Name (Series and Phase): 267C-Snellman sandy loam, 8 to 15 % slopes Drainage Ciass: Well drained Field Observations:Confirm Mapped Type? 0Yes CUnoTaxonomy (Subgroup): Eutroboralfs Profiie Description: Depth finchesf Horizon Texture, Concretions, Structure, etc. Matrix Coior Mottie Coiors fMunseii Moist) fMunsell Moistf Mottie Abundance/ Size/Contrast 10YR2/1 sandy loamA0-10 10YR4/4 sandy clay loamB10-24 Hydric Soii Indicators: Z] Histosoi Z1 Histic Epipedon Zl Suifidic Odor I Aquic Moisture Regime Zl Reducing Conditions n Gleyed or Low-Chroma Colors [Z Concretions IZI High Organic Content in Surface Layer Sandy Soils n Organic Streaking in Sandy Soils [Z Listed on Local Hydric Soils List IZ Listed on National Hydric Soils List IZ] Other (Explain in Remarks) Remarks: Hydric soils criteria is not met. WETLAND DETERMINATION □ ves IZI Yes □ Yes Hydrophytic Vegetation Present? Wetland Hydrology Present? Hydric Soils Present? dNo ■j No Is this Sampling Point Within a Wetland? □ ves 0NoNoJ Remarks: APPENDIX B REFERENCED DATA Figure 3: USDA Soil Survey Map with soil unit descriptions attached Figure 4: USGS 7.5 Minute Quadrangle Topographic Base Map Figure 5: U.S. Fish and Wildlife Service National Wetland Inventory Map and MN DNR Protected Waters and Wetlands Inventory Map N WCEC, Inc.Environmental Consultants Legend L^Jj Delineation Area Soil Map Units 1-800^22-8356 0 125 250 I—I—I—I—h- 500 Feet Map Date: October 24, 2006^—I- Page 1 of 2Official Series Description - HASLIE Series MNLOCATION HASLIE Established Series Rev. CTS-AGG-ROP 04/1999 HASLIE SERIES The Haslie series consists of very deep, very poorly drained soils that formed in organic material over coprogenous earth on glacial moraines, glacial outwash plains, glacial lake plains and flood plains. They have moderate to moderately rapid permeability in the upper material and moderately slow to slow permeability in the coprogenous earth. Slopes are 0 to 1 percent. Mean annual precipitation is about 25 inches. Mean annual air temperature is about 41 degrees F. TAXONOMIC CLASS: Coprogenous, euic, frigid Limnic Haplosaprists TYPICAL PEDON: Haslie muck, on a south facing, plane, 1 percent slope in a pasture at an elevation of 1380 feet. (Colors are for moist soil unless otherwise stated.) Oal—0 to 12 inches; black (lOYR 2/1) broken face and very dark brown (lOYR 2/2) rubbed muck; about 20 percent fiber and 5 percent rubbed; weak medium and fine subangular blocky structure parting to weak fine granular; very friable; many fine roots; mostly herbaceous fiber; few snail shells; neutral; gradual wavy boundary. Oa2-12 to 30 inches; black (lOYR 2/1) broken face and very dark brown (lOYR 2/2) rubbed muck; about 30 percent fiber and 5 percent rubbed; weak fine and medium subangular blocky structure; very friable; common fine roots; mostly herbaceous fiber; few snail shells; neutral; abrupt smooth boundary. (Combined thickness of the Oa horizon is 16 to 51 inches) Cgl-30 to 39 inches; about 70 percent olive gray (5Y 4/2) and about 30 percent olive gray (5Y 5/2) mucky silt loam (coprogenous earth); traces of fiber; massive; very friable; common medium distinct very dark gray (5Y 3/1) Fe depletions; slightly sticky; about 5 percent snail shells and fragments; slightly effervescent; slightly alkaline; gradual smooth boundary. Cg2~39 to 51 inches; dark olive gray (5Y 3/2) mucky silt loam (coprogenous earth); massive; very friable; common medium faint olive gray (5Y 5/2) Fe depletions; slightly sticky; about 10 percent snail shells and fragments; slightly effervescent; slightly alkaline; gradual smooth boundary. Cg3--51 to 80 inches; olive gray (5Y 4/2) mucky silt loam (coprogenous earth); plant detritus in channels; massive; very friable; few medium distinct olive (5Y 5/3) Fe concentrations; slightly sticky; about 7 percent snail shells and fragments; slightly effervescent; moderately alkaline. TYPE LOCATION: Polk County, Minnesota; about 3/8 mile east and 1/4 mile north of Lengby; about 1600 feet north and 2160 feet west of the southeast comer of Sec. 28, T.147 N., R.39 W.; USGS Fosston East quadrangle; Lat. 47 degrees 31 minutes 3 seconds N. and long. 95 degrees 37 minutes 40 seconds W., NAD27. RANGE IN CHARACTERISTICS: The depth to coprogenous earth (sedimentary peat) ranges from 16 to 51 inches. The fiber is derived primarily from herbaceous plants. Some pedons contain up to about 15 percent, by volume, woody fragments that range from 1/8 to 3 inches in diameter. In some pedons hemic soil material totaling up to as much as 10 inches in thickness is in the surface and subsurface tiers. The Oa horizon has hue of 7.5YR, lOYR, 2.5Y or is neutral, value of 2 or 3 and chroma of 0 to 3 broken face or rubbed. The content of fiber is less than 35 percent in the undisturbed condition and less than 10 percent after mbbing. Reaction ranges from moderately acid to slightly alkaline. The Cg horizon has hue of 5GY, 5Y, 2.5Y, lOYR or is neutral, value of 2 to 7 and chroma of 0 to 3. Values of 5 or more are considered as marl and allowed in the range of the series. Coprogenous earth has a low bulk density (0.1 to 0.5 gm/cc). It commonly contains snail shells and in some layers the shells and fragments occupy up to 15 percent of the volume. Plant http://www2.ftw.nrcs.usda.gOv/osd/dat/H/HASLIE.html 10/24/2006 Page 2 of 2Official Series Description - HASLEE Series detritus comprise less than 10 percent of the volume. It ranges from slightly alkaline to moderately alkaline. COMPETING SERIES: The Yamsav series is the only competing series. It formed in stratified and intermixed organic and limnic material. GEOGRAPHIC SETTING: Haslie soils are on plane or concave areas in bogs on glacial moraines, glacial outwash plains, glacial lake plains and flood plains. The bogs evolved from former area of open water. Haslie soils formed in organic material from grasses, sedges, and reeds over coprogenous earth (sedimentary peat). Slope gradients range from 0 to 1 percent. Mean annual air temperature ranges from 38 to 45 degrees F. Mean annual precipitation ranges from 20 to 28 inches. Frost-free days range from 88 to 140 days. Elevation above sea level ranges from 1000 to 1600 feet GEOGRAPHICALLY ASSOCIATED SOILS: These are the Cathro. Markey. Rifle. Rondeau and Seelveville soils. Cathro and Markey soils have mineral substratum above 51 inches. Rifle and Seelyeville soils do not have coprogenous earth above a depth of 51 inches. Rondeau soils contain marl layers in the control section. Other mineral soils are associates at the margins of bogs. DRAINAGE AND PERMEABILITY: Very poorly drained. Surface runoff is low or very low. Permeability is moderate to moderately rapid in the sapric material and moderately slow to slow in the coprogenous earth (sedimentary peat). An apparent seasonal high water table is +1 to 0.5 feet at some time during November to July in most years. The ponded phase has a water table at +3 to 0 feet from January to December in most years. USE AND VEGETATION: Most of this soil remains in native vegetation. Some is used for pasture or hay. Native vegetation primarily is sedges and grasses, with some areas having scattered willows or tamarack. DISTRIBUTION AND EXTENT: Northwest and west central Minnesota. Widely distributed but not extensive. MLRA OFFICE RESPONSIBLE: St. Paul, Minnesota. SERIES ESTABLISHED: Mahnomen County, Minnesota, 1992. REMARKS: Diagnostic horizons and features are: Histic epipedon - the zone from the surface to a depth of 30 inches; Limnic subgroup-the zone from 30 to 80 inches. ADDITIONAL DATA: Soil Interpretation Record number MN0629 and MN0630, ponded. National Cooperative Soil Survey U.S.A. http://www2.ftw.nrcs.usda.gOv/osd/dat/H/HASLIE.html 10/24/2006 Page 1 of 2Official Series Description - SNELLMAN Series I MNLOCATION SNELLMAN Established Series Rev. KAC-ROP-AGG 03/1999ISNELLMAN SERIES I The Snellman series consists of very deep, well drained soils formed in loamy glacial till. These soils are typically on ground moraines and end moraines in the uplands. They have moderate permeability. Slopes range from 1 to 50 percent. Mean annual temperature is about 40 degrees F. Mean annual precipitation is about 24 inches.I TAXONOMIC CLASS: Fine-loamy, mixed, superactive, frigid Typic Hapludalfs I TYPICAL PEDON: Snellman sandy loam with a 5 percent convex slope on a end moraine under a mixed deciduous forest. (Colors are for moist soil unless otherwise stated.) I A-0 to 2 inches; black (lOYR 2/1) sandy loam, very dark gray (lOYR 3/1) dry; weak fine granular structure; very friable; about 3 percent gravel; slightly acid; abrupt smooth boundary. (1 to 4 inches thick) I El-2 to 8 inches; brown (lOYR 5/3) loamy sand, light gray (lOYR 7/2) dry; weak fine platy structure; very friable; about 3 percent gravel; moderately acid; clear smooth boundary. E2-8 to 16 inches; pale brown (lOYR 6/3) loamy sand, white (lOYR 8/1) dry; weak fine platy structure; very friable; about 3 percent gravel; moderately acid; clear wavy boundary. (Combined thickness of E horizons is 0 to 16 inches.) I Btl-16 to 18 inches; dark yellowish brown (lOYR 4/4) sandy clay loam; moderate medium subangular blocky structure; friable; many thin light yellowish brown (lOYR 6/4) sand and silt coatings on faces of peds and pores; about 4 percent gravel; strongly acid; clear wavy boundary. Bt2-18 to 31 inches; dark yellowish brown (lOYR 4/4) sandy clay loam; moderate coarse subangular blocky structure; friable; many thick distinct very dark grayish brown (lOYR 3/2) clay films on faces of peds; about 4 percent gravel; moderately acid; clear smooth boundary (Combined thickness of the Bt horizon is 6 to 28 inches) I Bk-31 to 41 inches; light olive brown (2.5Y 5/4) sandy loam; moderate medium platy structure; friable; many light gray (lOYR 7/2) filaments and threads of calcium carbonate; about 7 percent gravel; strongly effervescent; slightly alkaline; gradual smooth boundary.I C-41 to 80 inches; light olive brown (2.5Y 5/4) sandy loam; massive; friable; few light gray (lOYR 7/2) filaments and threads of calcium carbonate; about 7 percent gravel; strongly effervescent; slightly alkaline. I TYPE LOCATION: Becker County, Minnesota; about 1 mile south of the village of Snellman; 600 feet east and 1300 feet north of the southwest comer of sec. 6, T. 139 N., R. 37 W; USGS Ponsford quadrangle, 46 degrees 52 minutes 45 seconds N. and 95 degrees 24 minutes 45 seconds W.I RANGE IN CHARACTERISTICS: Depth to free carbonates typically ranges from 20 to 40 inches, but some pedons are leached to 55 inches. These soils typically have 2 to 15 percent gravel throughout the profile. The soil moisture control section is not dry in any part for as long as 90 cumulative days in most years. The A and Ap horizons have hue of lOYR, value of 2 to 4, and chroma of 1 to 3. Texture is sandy loam or fine sandy loam. Reaction ranges from strongly acid to neutral.I The E horizon has hue of lOYR, value of 4 to 6, and chroma of 2 or 3. Texture is loamy sand, loamy fine sand, sandy loam, or fine sandy loam. Reaction ranges from strongly acid to neutral. http://www2.ftw.nrcs.usda.gOv/osd/dat/S/SNELLMAN.html 10/24/2006 Page 2 of 2Official Series Description - SNELLMAN Series Some pedons have either an EB, B/E with the E part being less than 15 percent, or BE transitional horizon with some characteristics of both horizons. The Bt horizon has hue of 7.5YR, lOYR or 2.5Y, value of 3 to 5, and chroma of 3 or 4. Texture is typically sandy clay loam but includes fine sandy loam, loam, sandy loam or clay loam. Reaction is moderately acid or slightly acid. The sand content ranges from 45 to 70 percent and the clay content ranges from 18 to 30 percent. The Bk and C horizon has hue of lOYR or 2.5Y, value of 5 or 6, and chroma of 3 or 4. Texture is sandy loam, coarse sandy loam, fine sandy loam or loam. Reaction is slightly alkaline or moderately alkaline. Calcium carbonate equivalent ranges from 5 to 20 percent. The sand content ranges from 45 to 70 percent and the clay content ranges from 7 to 18 percent. COMPETING SERIES: These are the Alderon. Allens Park. Baverton. Bondoe (T), Bonfri. Elbeth. Elmark (T), Fairport. Forelgft(T), Ferball (T), Gateson. Haugan. Lakoa. Lengbv(T~). Lumpgulch (T), Nebish. Onaway. Plome and Rule(T) soils. The Alderon, Allens Park, Bayerton, Bonfri, Elmark (T), Fairport, Gateson, Lumpgulch (T), and Rule(T) soils have a lithic or paralithic contact within depths of 20 to 40 inches. Elbeth soils are strongly acid to neutral throughout the series control section and contain less than 1 percent calcium carbonate. Bondoe, Haugan, Foreleft, and Lakoa are dry soils in some or all parts of the soil moisture control section for more than 90 cumulative days in most years. Lengby soils have stratified sandy and loamy material in the lower part of the series control section. Nebish soils have less than 45 percent sand in the Bt and C horizons. Onaway soils have Bs horizons and redder hues in Bt horizons. Ferball soils have redder hues in the Bt horizons. Plome soils have hue of 5YR or redder throughout the series control section. GEOGRAPHIC SETTING: The Snellman soils have very gently sloping to very steep convex slopes on ground and end moraines in uplands. The slope gradients range from 1 to 50 percent. The soils formed primarily in a loamy glacial till of Wisconsin Age. Mean annual air temperature ranges from 38 to 45 degrees F. Mean annual precipitation ranges from 20 to 26 inches. Frost-free days range from 100 to 145. Elevation above sea level ranges from 1000 to 1800 feet. GEOGRAPHICALLY ASSOCIATED SOILS: These are the poorly drained Clotho soils that are calcareous throughout; the poorly drained Egglake(T) soils in concave areas; the very poorly drained Runeberg soils that are in concave swales and depressions; and the moderately well drained Wvkeham that are in a drainage sequence with the Snellman soils. Organic soils may occur in depressions. DRAINAGE AND PERMEABILITY: Well drained. Surface runoff is medium to rapid. Permeability is moderate. USE AND VEGETATION: A large part is forested. Some areas are in pasture or are cropped to com, small grains and hay. Native vegetation was mixed deciduous and coniferous forest. DISTRIBUTION AND EXTENT: West central and north central Minnesota. Moderately extensive. MLRA ? MLRA OFFICE RESPONSIBLE: St. Paul, Minnesota SERIES ESTABLISHED: Mahnomen County County, Minnesota, 1992. REMARKS: Diagnostic horizons and features recognized in this pedon are; ochric epipedon-the zone from the surface to a depth of 16 inches (A and E horizons); albic horizon-the zone from 2 to 16 inches (El and E2 horizons); argillic horizon- the zone from 16 to 31 inches (BE and Bt horizons). ADDITIONAL DATA: Refer to MAES file Code Nos. 893,2271, 3148, 3695, 3881, 3887 for data on similar pedons. Soil Interpretation Record number MN0015. National Cooperative Soil Survey U.S.A. http://www2.ftw.nrcs.usda.gOv/osd/dat/S/SNELLMAN.html 10/24/2006 Map Date: October 24, 2006I—I—I—^H—I—t Figure 5: National Wetland Inventory and DNR Protected Waters Inventory Pelican Lake Delineation, Rural Dunvilla, MN ¥*. Pelican (56-786 P) L1UBH WCEC, Inc.Environmental Consultants Legend Delineation Area 1-800-422-8356i . . National Wetland Inventory 500 FeetDNR Protected Waters Inventory Map Date: October 24, 2006 APPENDIX C SITE PHOTOGRAPHS Photo 1: Location of transect 1 Photo 2: Location of transect 2 I I T ^7 I I I ;*•) >F^ I i« I Photo 1: Location of transect 1 at wetland #1, facing SE. I I I I I I Photo 2: Location of transect 2 at wetland #2, facing west.I I I I I I I I I I I I I I I I IWest Central Environmental Consultants 14 Green River Road • P.O. Box 594 Morris. MN 56267-0594 • 1 -800-422:8356 • Fax: (320) 589-2814 I