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HomeMy WebLinkAboutDevelopment Application RECEIVED JUL 1 2 2023 City of Oak Park Heights 14168 Oak Park Blvd N. •Oak Park Heights,MN 55082 •Phone(651)439 4439 •Fax(651)439-0574 Development Application ' 1)- ,),_� Type of Request(s): ).: (5 ,' ❑ Zoning District Amendment 0 Home Occupation • Conditional Use Permit 0 Site Plan/Design Guidelines Review ❑ Variance:Single Family Residential 0 PUD Amendment • Variance: Other Residential/Commercial ❑ PUD Concept Plan Approval /Industrial 0 PUD General Plan Approval ❑ Subdivision: Major ❑ Street Vacation ❑ Subdivision: Minor 0 City Financial Assistance ❑ Comprehensive Plan Amendment • Base Fee: $400.00 Escrow Amount: $1,00(.00 (4- .--/`i Street Location(Address)of Property: 5416 StagecoactLTrail North (- c ), 1C. 1 Legal Description of Property: 'Ic Le P P y: RPr•,tinn 03 Township 029 Rapge 020 ( This Property Is 0 Abstract 0 Torrens(Certificate#) Property Identification Number(PIN, PID): 03.029.20,31.002 OWNER INFORMATION Name: nroixview Holdings I 1 C Address: Street: P.O. Box 53 City: Bayport ---_. --_ . state: MN Zip: 55003 Email: tim@siegfriedconstruction.com Telephone: Home:651_306 siness:6. 1- 7.ri 2 -1 It x: 651-275-Mr: 3 3 APPLICANT INFORMATION Name: Croixview Holdings, LLC Address: Street: P.O. Box 53 City: Bayport Mn State: MN Zip: 5Fr)f3 Email: _Um Easi-• -• •• '•. ••• 3 Telephone: Home:6.51.303-7366 Business651.275.1 11P2,x: 651-275Other: Owner/Applicant Initials' ( • RECEIVED JUL 1 2 2023 City of Oak Park Heights 14168 Oak Park Blvd N. • Oak Park Heights, MN 55082 • Phone(651)439-4439 • Fax(651)439-0574 Development Application - n a1/4--132-0 0. V Type of Request(s): ❑ Zoning District Amendment ❑ Home Occupation Conditional Use Permit 0 Site Plan/Design Guidelines Review ❑ Variance: Single Family Residential ❑ PUD Amendment 0-2.1-23 Variance: Other Residential/Commercial ❑ PUD Concept Plan Approval -� J /Industrial ❑ PUD General Plan Approval ❑ Subdivision: Major ❑ Street Vacation lu 4:),,,-10-.1C.e-- O Subdivision: Minor ❑ City Financial Assistance ❑ Comprehensive Plan Amendment Base Fee: $400.00 CAC-4 51c3S‹ Escrow Amount: $1,000.00 0-41-S/5 . Street Location (Address)of Property: - G"� Ic) v C -- 1.. Legal Description of Property: Section 03 Township 099 Range 090 This Property Is ❑ Abstract ❑ Torrens (Certificate U) Property Identification Number(PIN, PID): 03.029.20.31.002 OWNER INFORMATION Name: Croixview Holdings, LLC Address: Street: P.O. Box 53 City: Bayport State: MN Zip: 55003 Email: tim@siegfriedconstruction.com Telephone: Home: 651-303-736Ssiness:651-275-11fir.x: 651-275- UtlS r: APPLICANT INFORMATION Name: Croixview Holdings. LLC Address: Street: P.O. Box 53 City: Rayport, Mn State: MN Zip: .5500: Email: tim@siegfriericnnstri,cti-on.com 651-275-1113 Telephone: Home:ac 1-303-7366 Business5t-275-111 x: Other: Owner/Applicant Initials City of Oak Park Heights 14168 Oak Park Blvd N. • Oak Park Heights, MN 55082 • Phone(651)439-4439 • Fax(651)439-0574 Development Application Page 2 Description of Request(s): Requesting an amendment to current CUP/variance to move the building to the north 20'-0". This property line has a partial 50'-0 set hack. We are asking for I tl St WerliantWzRWreaction on the subject site or any part thereof has been previously approved, please describe below: This property already bas a CUP approved for outside storage GENERAL CONDITIONS Application Review: The undersigned acknowledges that before this request can be considered and/or approved, all required information and fees, including any deposits shall be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees have been submitted appropriately to the City. Professional Fee Responsibility: It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s)will be promptly paid upon receipt. If payment is not received from the applicant,the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of the application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assesses against the subject real property if unpaid by October 31st of each year. Property Address: 5416 Stagec:nar.h Trail Nnrth Owner Signature: Tim Siegfried Date: 07/11/2023 Date: 07/11/2023 Applicant Signatu : i' 'Tim Siegfried GEORGE IEGFRIED CONSTRUCTION COMPANY Commercial ■ Industrial ■ Residential 510 Perm Creek Drive, Bayport, MN 55003 0 651.275.1112 office 2 651.275.1113 fox 6 www.siegfriedconstruction.com 07/11/2023 5416 Stagecoach Trail North Oak Park Height, MN 55082 Contact List: Owner: Croixview Holdings, LLC. RECEIVED JUL 112023 415 Lakeside Drive South Bayport, MN 55003 Tim Siegfried 651-303-7366 tim@siegfriedconstruction.com Coleen Siegfried 651-303-4364 coleen@siegfriedconstruction.com Architect: Studio EA 76 Coulee Road Hudson, WI 54016 Brian Hinz 715-386-8303 BrianH(c�WeAreStudioEA.com Tyler Westfield 715-386-8303 TylerW( WeAreStudioEA.com Landscape Architect: Landscape Architecture Inc. 3511 Lake Elmo Avenue North Lake Elmo, MN 55042 Stephen Mastey 651-646-1020 stephen(c�landarcinc.com Civil Engineer: Elliott Professional Engineering Services 7514 Oliver Avenue South Minneapolis, MN 55423 Lance Elliott 612-220-0152 lancerelliottdesignbuild.corn Surveyor: Cornerstone Land Surveying, Inc. 1970 Northwestern Avenue Suite 200 Stillwater, MN 55082 Dan Thurmes 651-275-8969 dan(a�cssurvey.net Wetland Delineation Report: Bopray Environmental N7831 920th Street River Falls, Wi 54022 Kelly Bopray 715-307-4577 kjbopray(ix�yahoo.corn k • • • Washington County Washington Co Property Records,am 1494' S r Can Washington County Parcel Information cc ch Parcel Number Status Last Update PROPERTY TAX REFUND pr INFORMATION WITH et 03.029.20.31.0002 Active 7/11/2023 STATE DEPARTMENT OF P 1______ 12:30:19 PM I REVENUE ! 1 Crrent Owner: Property Address: b` GIS MAP AND VALUE frc CROIXVIEW HOLDINGS LLC 5416 STAGECOACH TRL N INFORMATION ac PO BOX 53 STILLWATER MN 55082 1 be BAYPORT, MN 55003 IS YOUR PROPERTY 1 sa ABSTRACT OR P` TORRENS? or 1 Taxing District PE 6101 OAK PARK HTS-834-MSCWMO TAX PAYMENT OPTIONS CI Tax Description 2. oft- Pi Section 03 Township 029 Range 020 2018 TAX i°'.� M STATEMENT ' II/ PROPOSED 2018 ac l' TAX NOTICE(2019 Notice available in Tax Installment November Fe [ od1b aDue Date Tax Penalty/Fee Interest I. STATEMENTer Year Due 4,911 2016 TAX PE INST 50341417 5/15/2023 2023 $0.00 '$0.00 $0.00 '$0.00 14.ii STATEMENT ch 1 ca 2015 TAX E Total Due: $0.00 0.00 STATEMENT $ $0.00 1$0.00 BACK OF TAX Ix STATEMENT WITH LATE ` su PAYMENT PENALTY p5 Payment History l SCHEDULE Pa 2018 VALUATION co No Payment Records Found se :...e NOTICE of BACK OF VALUATION I gc NOTICE WITH APPEAL pr INFORMATION st Tax Detail Gross Tax Credit Net Tax i CITY OF OAK PARK HEIGHTS I-0.00 $0.00 $0.00 ISD 834 STILLWATER 1$0.00 $0.00 $0.00 METRO COUNCIL $0.00 $0.00 $0.00 METRO MOSQUITO $0.00 $0.00 $0.00 METRO TRANSIT DIST $0.00 $0.00 $0.00 WASHINGTON COUNTY $0.00 $0.00 1$0.00 WASHINGTON COUNTY CDA $0.00 $0.00 1$0.00 WASHINGTON COUNTY RRA $0.00 $0.00 $0.00 Total Tax $0.00 $0.00 $0.00 j The information provided on this website is updated when a tax parcel is selected. Washington County makes every effort to produce and publish the most current and accurate inforrr warranties,expressed or implied,are provided for the data herein,its use,or its interpretation.If you have any questions,please contact us at(651)430-6175 or taxes@co.washingtor This site is best viewed using Google Chrome,Internet Explorer 11,Mozilla Firefox or Safari. Aaron Johnson 132346 DATE: 1/3/2023 FILE: 667617 CHECK AMOUNT: $142,505.00 BUYER/SELLER: CroixView Holdings, LLC/City of Oak Park Heights SETTLEMENT DATE: 12/30/2022 PROPERTY ADDRESS: 5416 Stagecoach Trail, Oak Park Heights, MN 55082 PAYEE: City of Oak Park Heights 1/3/2023:Allocation for Seller Refunds/Proceeds Group $142,505.00 a THIS DOCUMENT CONTAINS SECURITY FEATURES-SEE BACK FOR DETAILS a 4 Trust Account Bremer Bank 132346 2200 W.County Rd C 372 St.Peter St 3 A O T I it L E Suite 2205 Roseville,MN 55113 St Paul,MN 55102 651.638.1900 75-10411960 January 03, 2023 MEMO 667617,5416 Stagecoach Trail,Oak Park Heights,MN 55082 $142,505.00 PAY One Hundred Forty Two Thousand Five Hundred Five and 00/100 *************************************************** Dollars TO THE CITY OF OAK PARK HEIGHTS ORDER 14168 57th St. N OF Oak Park Heights, MN 55082 v.: er HI L1 2 346111 1:0960 L04151: 93LL 786 290 -- --- Aaron Johnson 132346 DATE: 1/3/2023 FILE: 667617 CHECK AMOUNT: $142,505.00 BUYER/SELLER: CroixView Holdings, LLC/City of Oak Park Heights SETTLEMENT DATE: 12/30/2022 PROPERTY ADDRESS: 5416 Stagecoach Trail, Oak Park Heights, MN 55082 PAYEE: City of Oak Park Heights 1/3/2023:Allocation for Seller Refunds/Proceeds Group $142,505.00 RECEIVED JUL 1 2 2023 American Land Title Association ALTA Settlement Statement-Seller Adopted 05-01-2015 File No./Escrow No.: 667617 Land Title Officer/Escrow Officer:Aaron Johnson Commercial Dept. 2200 W County Road C Suite 2205 Roseville,MN 55113 (651)638-1900 service beyond the expected Property Address: 5416 STAGECOACH TRAIL OAK PARK HEIGHTS, MN 55082(WASHINGTON) (03-029-20-31-0002) Seller. CITY OF OAK PARK HEIGHTS 14168 57th St. N Oak Park Heights, MN 55082 Settlement Date: 12/30/2022 Desonptioh 1Jer Deposits,Credits,Debits P�l C Debit iedif Sale Price of Property Commissions.` $150,000.00 Real Estate Commission to Telus Property Services&Solutions Title Charges $6,000.00 Commitment to Land Title $650.00 Title-Settlement or closing fee to Land Title $350.00 Government Recording and Transfer Charges State Deed Tax/Stamps to County e-Record LTl Subtotals Due To Seller $0.00 $7,495.00 $150,000,00 Totals $142,505.00 $0.00 $150,000.00 $150,000.00 Page 1 of 2 File#667617 Printed on 12130/2022 at 2:33 PM Acknowledgement We/I have carefully reviewed the ALTA Settlement Statement and find it to be a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction and further certify that I have received a copy of the ALTA Settlement Statement.Well authorize Land Title to cause the funds to be disbursed in accordance with this statement, SELLS (1 MaryMcCo/ er„Mayor SETTLEMENT CO•^% +R (_Acro ohnson File#667617 Page 2 of 2 Printed on 12130/2022 at 2:39 PM 4 Closing Acknowledgement LANDTITLE service beyond the expected LT File No.667617 Property Address: 5416 Stagecoach Trail,Oak Park Heights,MN 55082 COMPLIANCE AGREEMENT: The undersigned hereby agree to cooperate with any representatives of the lender or Land Title, Inc.regarding any reasonable requests made subsequent to closing to correct errors made concerning this transaction and to provide any and all additional documentation deemed necessary by the Lender or Land Title,Inc.to effect this transaction and make the loan marketable or insurable. The undersigned further agree that"to cooperate"as used in this agreement includes but is not limited to,the agreement by the undersigned to execute or re-execute any documents which the Lender or Land Title,Inc.,in the ordinary course of business,deem necessary or desirable to complete this transaction,market the loan,and insure the title to the real property. However,the parties hereby understand that the Sellers listed in the document,if any,are not responsible for performing any duties or obligations of the Buyers/Borrowers in this transaction and the Buyers/Borrowers are not responsible for Performing any such duties or obligations of the Sellers,if any. The undersigned and Land Title,Inc. hereby further agree that in the event this agreement is enforced,or attempted to be enforced by judicial process,the prevailing party or parties,is or are entitled to all reasonable costs,disbursements and attorney's fees incident thereto,from non-prevailing party or parties. SELLER PROPERTY LIEN DISCLOSURE The undersigned Sellers of the above mentioned property do hereby acknowledge that they have disclosed to Land Title,Inc. all mortgages,security interests,and financing statements given by Seller and secured by the property. CHECK REPLACEMENT AND UNCASHED CHECK FEES DISCLOSURE: All parties understand and agree to an annual$25.00 service fee by Land Title Inc.for un-cashed checks which are payable directly to the Buyers or Sellers. All parties also understand and agree to a$25.00 fee by Land Title to reissue/replace a check if lost or destroyed.( B.'yer(s)Initial Here) ( Seller(s}Initial Here) Date: December 30,2022 BUYERS: SELLERS: CroixView Holdings,LLC Cityp 0 Park HeigF 77_ CroixView Holdin ,LLC _ By: _ill / 2 44i %/�j�' � Z' _- Mary IVreC R er,Mayor By. ��� Timothy Siegfried,President v Email address: Email address: Email address: Email address: Closing Documents I 1 CD -or- � + Emailed Closing Documents CD -or- Emailed NOTE: Errrails sent by secure delivery. You will need to create a login&password to open. (Top 3 inches reserved for recording data) AFFIDAVIT REGARDING BUSINESS ENTITY State of Minnesota,County of Washington Mary McComber being first duly sworn on oath say[s]that: 1, She is the Mayor of the City of Oak Park Heights(the"Business Entity'),named as Grantor in the document dated December 30,2022 and filed for record as Document Number (or in Book of ,Page ),in the Office of the in the Office of the I County Recorder ❑Registrar of Titles of Washington County,Minnesota. 2. The Business Entity's principal place of business is at 14168 57th St.N,Oak Park Heights,MN 55082 and the Business Entity's principal pface[s]of business during the last ten(10)years[has][have]been at: 3. There have been no: a. Bankruptcy or dissolution proceedings involving the Business Entity during the time period in which the Business Entity has had any interest in the premises described in the above document("Premises"); b. Unsatisfied judgments of record against the Business Entity nor any actions pending in any courts,which affect the Premises; c. Tax liens filed against the Business Entity; except as herein stated: -NONE- Form 50.1.3(2011)(re Seller) Page 1 of 2 Page 2 of 2 (v2) AFFIDAVIT REGARDING BUSINESS ENTITY 4. Any bankruptcy or dissolution proceedings of record against business entities with the same or similar names during the time period in which the Business Entity had any interest in the Premises are not against the Business Entity. 5. Any judgments or tax liens of record against entities with the same or similar names are not against the Business Entity. 6, There has been no labor or materials furnished to the Premises for which payment has not been made. 7. There are no unrecorded contracts,leases,easements,or other agreements or interests relating to the Premises except as stated herein: 8. There are no persons in possession of any portion of the Premises other than pursuant to a recorded document except as stated herein: 9. There are no encroachments or boundary line questions affecting the Premises of which Affiantjs][has][have]knowledge. Affiant[s]know[s]the matters herein stated are true and make[s]this Affidavit for the purpose of inducing the acceptance of title to the Premises. Affianf7 • /7 • Mary McCo ber Signed and sworn to before me on this December 30,2022,by Mary(*Comber. (Stamp) (signa --Si notarial..ced ( AARON R.JOHNSON I "=; !!y'' NOTARY PUBLIC k Title(and-:nk): l'i MINNESOTA My Comrftort ectires Jan.31,2027 My co mission expires: p• (montWday4yead THIS INSTRUMENT WAS DRAFTED BY: Land Title, Inc. Commercial Dept.,2200 W County Road C Suite 2205 Roseville,MN 55113 LT Fite No.667617 • Form 50.1.3(2011) Page 2 of 2 . .. ... . .. . . ... . NON-FOREIGN TRANSFEROR'S CERTIFICATION (Entity Transferor) Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property interest must withhold tax if the transferor is a foreign person.For U.S.tax purposes (including section 1445),the owner of a disregarded entity(which has legal title to a U.S. real property interest under local law)will be the transferor of the property and not the disregarded entity.To inform the transferee that withholding of tax is not required upon the disposition of a U.S. real property interest by City of Oak Park Heights,the undersigned hereby certifies the following on behalf of City of Oak Park Heights: 1. City of Oak Park Heights is not a foreign corporation,foreign partnership, foreign trust,or foreign estate(as those terms are defined in the Internal Revenue Code and Income Tax Regulations); 2. City of Oak Park Heights's U.S.employer identification number is 41-0941681; 3. City of Oak Park Heights's office address is 14168 57th St. N,Oak Park Heights, MN 55082;and 4. City of Oak Park Heights is not a"disregarded entity"as defined in IRS Regulation 1.1445-2(b)(iii). Mary McComber,Mayor understands that this certification may be disclosed to the Internal Revenue Service by transferee and that any false statement contained herein could be punished by fine, imprisonment or both. Under penalties of perjury,I declare that I have examined this certification and to the best of my knowledge and belief it is true,correct and complete,and I further declare that I have authority to sign this document on behalf of City of Oak Park Heights Date: / - Mar ,t,McCorr'liber,Mayor (Signature,and Title) LT File No.667617 • DISBURSEMENT AUTHORIZATION All parties entitled to these proceeds must sign) 4 LT1 File No: 667617 Property Address: 5416 Stagecoach Trail,Oak Park Heights,MN 55082 LAINst DT1TLE I/we hereby direct and authorize the Land Title,Inc.to disburse my/our funds as follows: service beyond the expected - Check Payable to: Address: City State Zip Mobile/Cell Phone: 4'..-Pick up when notified check is ready 1215end check via U.S.Mail(no charge)UCourier/Express mail check--$50.00 -- C7 Wire Transfer-$S0. You will provide your wiring instructions to Land Title via CertiflD*. Name of party who will submit wire instructions via CertifiD: Cell phone number: Email address: Post closing mailing address: Note:if you are requesting funds to be sent to a Brokerage/Investment account,please call your advisor as the Account No.and the Routing No.may be different.) *CertifID Anti-Fraud Solution:The above title agency utilizes CertifiD,an identity and bank account confirmation system that prevents wire fraud.Before the wire con be sent,you will receive an email and/or text message with a link to the CertifiD platform. Using your computer,cell phone or tablet,you will be required to verify your identity and enter your wiring instructions.The process should take less than two minutes and requires only minimal information(which is not retained).If your identity is not confirmed,if you do not input your bank information or you do not respond within 24 hours to the notification,the proceeds will be mailed.Please provide an address above to mail check if you are not CertifID the wire transfer will not be"CertifiD". We are limited by our bank wire cut off time;therefore,the wire may go out the next day.For more information on CertifID,please see the attached brochure or visit:www.certifid.com. i/we release the above title agency and its members,officers,employees,agents,underwriters and insurers,from any and all rights, claims,actions,liabilities,damages or causes of action relating to this Disbursement Authorization. 7-2— ,r-- (Signature 1 (CANNOT BE SIGNED BY ATTORNEY IN FACS} (Entity Name s /, By: 7/,&(/,/I /2/am-cI,ks (Signature) J I i (Signature) (CANNOT BE SIGNED BY ATTORNEY IN PACT) / /J /�'f,� c p ltS: V fwy C� (Title) 1jJ NOTE:Name on bank account must match the name on the closing statement STATE OF PM/ .COUNTY OF tti`V' _ • Subscribed and sworn to before me on /2.-3`, 20 27-- - I ,, AARON R.JOHNSON ) o�� cion expires: -• NOTARY PUBLICIVWy -e i MINNESOTA 3 DO NOT SIGN BLANK FORM! --..4.- ' MyCOITIN.,SICTI piresJan.31,2027 i Lard TitleIncvaritS. to keep . you safe from fraud. LAND —IITLE ,s,.,,,vite bizityond e By using.CertifID,you help protect the thexpected transfer of your money. is wire fraud really that serious?- - -,„ 1 -- 1Nire transfers continue to be the most frequ.ently repOrted papreht method for fraud with a reported aggrgaete 1055 of$439 '----------------- sturce:„Federai Trade Commisgcirt.'.2019.Curr 5entjr.e.1 Report -------------- -; . - . . CERT. IFD . . i Be ccrifident-knowing your rriosIsy is We.. i Ff—crg Ur WD PAS: - '- kidethiApIki to-parit‘i... ':eatitliSf_tita‘412it-Sttioti 140. k35 A.Racehte an email and text friuntertifil>,; ''''' . 1.1040.0!iat4Th.arice0 tove.tage-P.rWide -' : i 5 iiiinbuitOITI•erit Itt;tAttlryatrataiiiiiiie . .... dedaitzel*upport-should funds iz,,,re.i irt 4 1 ri atyretity. 1.,Vldate ouidn •• ... . .. . , .... : i •irfaudOnt accpt:tng,I, ' i ,..,,,m,_,,.• =.3.-View and xon:firtn or Input rntIney tnartf# . . . . i• - .*certain rg.trittiori!4Pilly;farrnoNliif:PrjT10005.Yis ! . '--IMV Instrildioris. . httprxiiithtexoffignotg‘prativ;rdsgti -: 1. . . . . . .. . . , . , j 1 iniivie.rwerirm,:zoii.—Vi.PptiRrakeilfrit.cciii-,cs4-63 sz-A43,s • •'..-:.- :..- f: '4 1 i A Warniogt-.D9r.r.t..get..tricked at_the lost.trii.n..t,;te. :Cybeiciiiiiirieli ineyatterrilitto.Steelyour:.ntent4j trapsfei.frail:igen.fiaCIE emalliAMPOilollit4. iitle oiriiiiarwo.ind siicka ye*real estate atarittii.len:lean an Of*tiftbick you nii your title company lntuter4ing litnis tea Erwaditlent lunk.aucuuntbo het:trust any wiring,lAnrualion unless it turtles tfIrPUghteriji.iti..,:lf.*KI:rec.4,ie any forM of cornnWnlcitithn.r*Aew.orovlied-*iriqt-tiqnSi-N4Sit icktitli;c0iii.Sti411PeTSC.In*,i4thOnl On a salmbar.th yeiy k,#Ttbtogi:f4,tiood-se.tiro.*hgy*:. .. . . .. . . . . . . . . . . , (Top 3 inches reserved for recording data) WARRANTY DEED Business Entity to Business Entity eCRV number: J0? DEED TAX DUE: $ 993;o DATE: December 30,2022 FOR VALUABLE CONSIDERATION,City of Oak Park Heights,a Minnesota municipal corporation("Grantor"),hereby conveys and warrants to CroixView Holdings, LLC,a Minnesota limited liability company("Grantee"),real property in Washington County,Minnesota, legally described as follows: SEE ATTACHED EXHIBIT A Check here if all or part of the described real property is Registered(Torrens)❑ together with all hereditaments and appurtenances belonging thereto,subject to the following exceptions: Form 10.1.9(2013) Page 1 of 3 WARRANTY DEED Check applicable box: Grantor: 6-The Seller certifies that the Seller does not know of any wells on the described real property. City of Oakis 7ark Heig [1] A well disclosure certificate accompanies this document or has !! been electronically filed. By: L,!// 4.6/ i, =-z../ (If electronically filed, insert WDC number: .) ❑ I am familiar with the property described in this instrument and I Mir eC-ember,M.yor certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. State of Minnesota,County of Washington This instrument was acknowledged before me on December 30,2022,by Mary McComber,Mayor of the City of Oak Park Heights,a Minnesota municipal corporation. (Stamp) (signatu:: ..ria1 officer) ETAARON R.JOHNSON Title(and Rank): M. NOTARY PUBLIC a'L MINNESOTA My commission expires: MY Commisskm Expires JBn.31,2027 (month/day/year) THIS INSTRUMENT WAS DRAFTED BY: TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: Land Title,Inc. Commercial Dept.,2200 W County Road C Suite 2205 CroixView Holdings,LLC Roseville,MN 55113 116 Lei—;e1,D,.GPO Box 53 Bayport,MN 55003 LT File No.667617 WARRANTY DEED EXHIBIT A The South 262 feet of the North 494 feet of the East 233 feet of the Northeast 1/4 of the Southwest 1/4 of Section 3,Township 29,Range 20, Washington County,Minnesota,excepting therefrom that part taken for highway. AND All that part of the Northwest Quarter of the Southeast Quarter of Section 3,Township 29 North,Range 20 West,Washington County, Minnesota,described as follows: Commencing at the center of Section 3,Township 29 North,Range 20 West and running thence South 1 degree 30'East along the centerline of said Section 3 for a distance of 232 feet to the point of beginning of the land hereby conveyed;from said point of beginning continuing South on the aforesaid line extended in a straight line to the point where it intersects the West boundary of the Stillwater and Point Douglas Road also known as Highway 21;running thence Northeasterly along the West boundary of said Stillwater and Point Douglas Road to a point where it intersects a line parallel to and 232 feet South of the North line of the Southeast Quarter of Section 3,Township 29 North,Range 20;running thence Westerly in a straight line to the point of beginning,being a triangular piece of land adjacent to Easterly of and having as its northern boundary the extended North boundary of that land conveyed to Lester F.Bell and LaVerne G.Bell,by deed dated August 24, 1957,recorded December 30, 1957 in Book 210 of Deeds,page 339,excepting therefrom that part taken for highway. 6/21/23,2:09 PM MN Correctional Facility-Stillwater Source Water Assessment June 21,2023 I MN Correctional Facility - Stillwater Source Water Assessment June 21,2023 Expand all Introduction MDH oversees Minnesota's drinking water starting at its source and all the way to the faucet. This page includes information about who takes care of the water,where it comes from,what threatens it, and what's being done to protect it. It also lists what happens to finish raw water for drinking and information about water quality of finished water out of the tap. We make every effort to make sure the information on this page is current and accurate. If you have questions about the content or updated information,please call or email the MDH contact listed below. Information about the types of public water systems can be found on the following links: Community Public Water Supply-and Noncommunity Public Water Supply.. A . ), A 4 I , mgi - ,. ./-1"'-' 4its ji .„ ) L ilL..ter „kat,. 'gym;, `'` , Amu-kw 1-1 Red star represents approximate location of this public water supply system. Who do I contact about the drinking water`' Where does the drinking water come from? RECEIVED JUL 12 2023 https://swareport.web.health.state.mn.us/SWA_Factsheet.html?pwsid=1820002# 1/2 4/20/23, 12:59 PM MN Correctional Facility-Stillwater Source Water Assessment April 20,2023 1 MN Correctional Facility - Stillwater Source Water Assessment April 20, 2023 Expand all Introduction Who do I contact about the drinking king rater•? Information about the Public Water Supply System Public Water Supply System Name PWS ID County MN Correctional Facility- Stillwater 1820002 Washington Contact Information Contact Name Phone Number Address Type MN Correctional Facility- Stillwater PWS Jim Stodola (651) 748-7926 c/o Mr. James Stodola, Supervisor 970 Pickett Street Bayport, MN 55003-1490 625 Robert Street North MDH John Freitag (651) 201-4669 P.O. Box 64975 St. Paul, MN 55164-0975 john.freitag@state.mn.us Nk here does the drinking NI ater come from? MN Correctional Facility- Stillwater operates in Washington County as a community public water system. It serves a population of 2,150. The source of supply for the system is groundwater. Details on the source of supply for the system are provided in table below. Information about the Public Water System's Source of Supply Facility Name Unique Well No.(1) Depth (ft) Use Source Source vulnerability Well#2 208791 735 Primary Bedrock Not vulnerable Well#3 767106 748 Primary Bedrock Not vulnerable https://swareport.web.health.state.mn.us/SWA_Factsheet.html?pwsid=1820002# 1/2 6/21/23,2:35 PM Source Water Protection Web Map Viewer • MI DEPARTMENT Source Water Protectio... OF HEALTH X A web map for viewing source wate... - Layers A ®ri L 8 Eli + ,.. u .. A n - 00 ® Groundwater Layers z r j Surface Water Layers L 57thSt N ?p ' _` _'+ �1 \-- a D 56th St:N n 414 . . Is Eg :1. 43b p 0 74. \ *""/ Search result ❑ X kl 5416 Stagecoach Trl N, Stillwater, - \ Minnesota, 55082 i, Q Zoom to k W g 3.8 8I''`''''''' ` ."*. e 3 yin �` ,it '*, r:b,, '''.41,,..':".‘ i'4..' _ art$ *41 .4.."'•r 50h .4.."'• p L a� _ ...-5th Ave`rr c c,a I Maxar IMDH I Minnesota Department of Health I Esri Community Maps Contributors, Metropolitan Council, MetroGl5 https://mdh.maps.arcgis.com/apps/View/index.html?appid=8b0db73d3c95452fb45231900e977be4 1/1 6/21/23,2:36 PMSource Water Protection Web Map Viewer 4111111 DEPARTMENT Source Water Protectio... X i OF HEALTH A web map for viewing source wate... Layers A of a,. 8 e + y K 1'R - Groundwater Layers z a° 11W 57th* St N _ $ m Surface Water Layers I I. �. ,,: I..- - Ilik ifttigt � { . Ar O A 2. - - , 56th St N �, L ` .. e spa # .-4 .. „ Poant l4. 0 co wf is t.i (1 of 2) ► ❑ X .\,,, it ,_--- ( DWSMA Vulnerability ' f 4 Vulnerability: Low 7 .N ' Acres: 195 :.c...t„,,,t,i,'*..:::' �o��4`o DWSMA Type: Groundwater K Q Zoom to i -_... ... 50th N ____a_-_u 5th Ave-N- _ .. ® 3 .'5th Ave N ' -i __ . .„ , N. r c. G6 1 il V,: tallIa93 IL B Maxar I MDH I Minnesota Department of Health I Esri Community Maps Contributors, Metropolitan Council, MetroGlE IF a 1114... https://mdh.maps.arcgis.com/appsNiew/index.html?appid=8b0db73d3c95452fb45231900e977be4 1/1 6/21/23,2:44 PM File:Wellhead flowchart 2018 permit.png-Minnesota Stormwater Manual _ .a) File:Wellhead flowchart 2018 permit.png Step 1:Site in a DWSMA? ' Proceed observing state and local Document key stormwater requirements.Ensure all •As described in the MN 5tornswater Manual r treatment practices are properly designed. .•Refer to accompanying text for alternatives or Step 2:Site in portion of DWSMA that exhibits very constructed,and maintained. discuss with staff at MDH of MPCA high,high or moderate vulnerability? DWSMA-Drinking Water Supply Management Area ERA-Emergency Response Area MDH contact:john woodudestate mn,us MPCA contact:rr.ike.troIan state.mn.us Step 3.Site in a WHPA of aquifer exhibiting fracture Infiltration is generalty not appropriate due flow or karst and c 50 feet of unfractured geologic . to potential for adverse effects to aquifer cover? used for drinking water supply Fr I Step 4a:Site within ERA and DWstxlA vulnerability high ': Step 4b:Construction Stormwater permit } tetTtr-aTkori—f*;""mrAIIIIIIpiritifi or very high required? V Step 5a-Site within ERA and D6WSMA vulnerability ' Step 5b:Construction Stormwater permit Step Sc:Higher level of review indicates moderate? * required, infiltration is acceptable? No Infiltration is Step 6.DWSMA vulnerability high or very high and for adverse not effects t aquifer due outside areas covered by Steps 3.5? to potential for adverse to used for drinking water supply Step 7.Will runoff from Potential Stormwater Hotspots r.,, or highways enter the infiltration practice? + Step?:infiltration gukdedir .v es f�ltoed" « Proceed observing stale and local stormwater requirements.Ensure all t,01 ho treatment practices are property designed, constructed,and maintainer€. Proceed observing state and local stormwater Infiltration is generally not appropriate due requirements Ensure all treatment practices are to potential for adverse effects to aquifer properly designed,constructed,and maintained used for drinking water supply" Size of this preview:800 x 464 pixels. Original file (1,911 x 1,109 pixels, file size: 131 KB,MIME type: image/png) File history Click on a date/time to view the file as it appeared at that time. Date/Time Thumbnail Dimensions User Comment � I current 20:26,6 September 2019 __ 1,911 x 1,109(131 KB) E Mtrojan(talk l contribs) 'Mane 510111E. rr mews lowastions *lingi mons taw https://stormwater.pca.state.mn.us/index.php?title=File:Wellhead flowchart_2018_permit.png 1/2 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual li 410 . <1 foi 6 Stormwater and wellhead protection This page provides guidance and recommendations for determining the appropriateness of page provides technical infiltrating stormwater in a Drinking Water Supply Management Area(DWSMA). For more +°a.matian information on source water protection see Minnesota Department of Health (http://www.health.st ate.mn.us/divs/eh/water/swpf). Contents • 1 Definitions • 2 Step-by-step process for determining applicability of infiltration • 2.1 Step 1 • 2.2 Step 2 • 2.3 Step 3 • 2.4 Step 4a • 2.5 Step 4b • 2.6 Step 5a • 2.7 Step 5b • 2.8 Step 5c • 2.9 Step 6 • 2.10 Step 7 • 2.11 Step 8 • 3 Additional requirements and guidance • 3.1 Prohibitions to infiltration under the Construction Stormwater permit • 3.2 Recommendations for infiltrating stormwater in DWSMAs • 4 Maps • 5 Guidance and recommendations for conducting a higher level of engineering review for stormwater infiltration in DWSMAs and Wellhead Protection Areas • 6 Related pages Definitions The figure at the right illustrates protection designations used to manage public water supply wells that have wellhead protection plans. https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and_wellhead_protection 1/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual ■ Drinking Water Supply Management Area(DWSMA) - the surface and subsurface area surrounding a public water supply well, including the wellhead protection ;. . area, that must be managed by the entity identified in a wellhead protection plan. This area is delineated using identifiable landmarks that reflect the scientifically calculated wellhead protection area boundaries as closely as possible. • Drinking Water Supply Management Area Vulnerability. An assessment of the likelihood that the aquifer within • the DWSMA is subject to impact from overlying land Q and water uses. It is based upon criteria that are specified under Minnesota Rules,part 4720.5210 (https://www.rev Q isor.mn.gov/rules/?id=4720.5210), subpart 3. • Emergency Response Area(ERA). The part of the Pu wellhead protection area that is defined by a one-year "`"`'S'°`""' time of travel within the aquifer that is used by the E•10 '0 '0 `YR000 0p`00 public water supply well (Minnesota Rules,part MMe0a Przent,c0 Aro 4720.5250 (https://www.revisor.mn.gov/rules/?id=4720. DrA4..0 AO<s Kr-090,w,'V" 5250), subpart 3). It is used to set priorities for managing w�hu���c,, E ;i iminim. potential contamination sources within the DWSMA. lav Y,dr0-404ry This area is particularly relevant for assessing impacts from potential sources of pathogen contamination Example map illustrating different protection because this time of travel is believed to closely designations for public supply wells with correspond with the survival period of many pathogens. wellhead protection plans. • Public water supply well—a drinking water well as defined in Minnesota Statutes, section 103I.005 (https:// www.revisor.mn.gov/statutes/?id=103I.005), subdivision 21,that serves a public water supply. • Time of travel -means the amount of time over which groundwater will move through a portion of an aquifer to recharge a well in use.Note this definition does not consider travel time within the unsaturated (vadose) zone. • Vulnerable public supply well—a public water supply well is vulnerable if: 1. the well water contains ten(10) milligrams per liter or more nitrate plus nitrite nitrogen; 2. the well water contains quantifiable levels of pathogens as defined in part 7040.0100, subpart 26, or chemical compounds that indicate groundwater degradation as defined in Minnesota Statutes, section 103H.005, subdivision 6; 3. the well water contains one tritium unit or more when measured with an enriched tritium detection method; or 4. an enriched tritium analysis of the well water has not been performed within the past ten years; and 1. information on the well construction is not available; or 2. the geological material from the land surface to where the groundwater enters the public water supply well is: 1. fractured bedrock; 2. solution weathered bedrock; 3. sandstone bedrock; 4. unconsolidated material 0.062 millimeters (fine sand) or larger; or 5. a combination of the materials specified in units (a) to (d). • Wellhead Protection Area(WHPA)—the surface and subsurface area surrounding a well or well field that supplies a public water system, through which contaminants are likely to move toward and reach the well or well field(Minnesota Statutes, section 1031.005 (https://www.revisor.mn.gov/statutes/?id=1031.005), subdivision 24). https://stormwater.pca.state.mn.us/index.php?title=Stormwater and wellhead_protection 2/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual • Wellhead Protection Plan- a document that provides for the protection of a public water supply, is submitted to the department, is implemented by the public water supplier, and complies with: 1. the wellhead protection elements specified in the 1986 amendments to the federal Safe Drinking Water Act, United States Code,title 42, chapter 6A, subchapter XII (https://www.law.cornell.edu/uscode/text/42/chapter -6A/subchapter-XII),part C, section 300h-7 (1986 and as subsequently amended); and 2. parts 4720.5200 (https://www.revisor.mn.gov/rules/?id=4720.5200) to 4720.5290 (https://www.revisor.mn.g ov/rules/?id=4720.5290). Step-by-step process for determining applicability of infiltration The Minnesota Department of Health and ttn.e Minnesota Pollution Control Agency moven»+sE�xtt .. _« Mxa }t/r 4+1en DV/W.1M*ew.rbhtisY Rc [o ub�euA.W'naMuw. Aacns k lF a.MKA developed joint guidance for determining the w , 0M4 ME�.... .r cu. Reworu Ma applicability of infiltration in a Drinking Water UK. ft..!r,t p�.ewz�J. cSO$.4 wk. f.4w'tre rAn. K .rh.w oxn..e m.e Supply Management Area(DWSMA). A step- �" """" by-step process for determining if infiltration is . allowed and appropriate in a DWSMA is ke shown on the right. max.��. ��. e . mak, ,Q k_ �H x. K , . » sae• »w•ee' ,aaixwdaaax.u0 • ce.ew.:w o-iav zvn..m,zs+rc nra,.b uKwesnr x+nxw•wsa� Step 1 .+w. .e ey tt:man ww...twa.s...x ea.om.,e,. • �,�,....�,. , k. 3.R'+Iwaktu..Dyte.ye$YpegKkdspaSs o...gi,,.a.teMa,ae ut+vnoe.xrrs� • vw E.aa..;.t.w.aPs,*.=• _. serm+rsw teaum.^amss..EewseW •.... yr muws.reamtN m*xu�. Is the site located in a DWSMA? Faeetl t#erringuotan remaea%& tIM ..I. .e app .•ate ax F+.0enetns FMwai1Feitm..m p.xMn re wpaeMrlb...se ltruh+ F+.0.4 a.Ndena+*i<wArKle8.ee n'.war+sA usMMdrvrAlnE wneruitgk" • If No,proceed with infiltration observing Flowchart for determining if stormwater infiltration is state and local stormwater requirements. appropriate in DWSMAs. To see an enlarged image click on See additional requirements and guidance below(https://stormwater.pca.s the image and then click again on the new image. tate.mn.us/index.php?title=Stormwater_a nd_wellhead protection#Additional req uirementsand_guidance). • If Yes,proceed to Step 2 Step 2 Is the site in a portion of the DWSMA that exhibits very high, high, or moderate vulnerability as defined by Minnesota Rules (4720.5100-5590)? ■ If No,proceed observing state and local stormwater requirements. See additional requirements and guidance below(https://stormwater.pca.state.mn.us/index.php?title=Stormwaterand_wellheadprotection#Additional _requirementsand_guidance). • If Yes, proceed to Step 3 Step 3 Is the site in the Wellhead Protection Area(WHPA) of an aquifer exhibiting fracture flow or karst(http://stormwate r.pca.state.mn.us/index.php/Karst) conditions and that has less than 50 feet of unfractured geologic cover? • If Yes, infiltration is generally not appropriate due to the potential for adverse effects to the aquifer used for drinking water supply. • If No,proceed to Step 4a https://stormwater.pca.state.mn.us/index.php?title=Stormwater and wellhead_protection 3/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual Step 4a Is the site within the Emergency Response Area(ERA) and is vulnerability of the DWSMA very high or high? • If Yes, proceed to Step 4b • If No,proceed to Step 5a Step 4b Is a Construction Stormwater General Permit(https://stormwater.pca.state.mn.us/index.php?title=2018_Minnesota _Construction Stormwater Permit) required? • If Yes, infiltration is prohibited(https://stormwater.pca.state.mn.us/index.php?title=MN_CSWPermitSecti on_16 Infiltration_Systems#16.19) • If No, infiltration is generally not appropriate due to the potential for adverse effects to the aquifer used for drinking water supply. Consider other stormwater handling procedures such as stormwater retention and conveyance outside of the WHPA or moving the infiltration area to a non-vulnerable part of the DWSMA. For more information, discuss with MDH subject matter experts or the hydrologist or planner for the DWSMA or with stormwater staff at the MPCA. Step 5a Is the proposed infiltration site within the ERA and the vulnerability is moderate? • If Yes, proceed to Step 5b • If No,proceed to Step 6 Step 5b Is a Construction Stormwater General Permit(https://stormwater.pca.state.mn.us/index.php?title=2018_Minnesota Construction Stormwater Permit)required? • If Yes,proceed to Step 5c • If No, infiltration is generally not appropriate due to the potential for adverse effects to the aquifer used for drinking water supply. Consider other stormwater handling procedures such as stormwater retention and conveyance outside of the WHPA or moving the infiltration area to a non-vulnerable part of the DWSMA. For more information, discuss with MDH subject matter experts or the hydrologist or planner for the DWSMA or with stormwater staff at the MPCA. Step 5c Has a higher level of engineering review been performed(https://stormwater.pca.state.mn.us/index.php?title=Guid ante_andrecommendations_for_conducting_ahigher_levelofengineering review_for stormwater_infiltration_ in DWSMAs_and Wellhead Protection Areas) and if yes, does the review indicate that infiltration is acceptable? • If No, infiltration is prohibited(https://stormwater.pca.state.mn.us/index.php?title=MN_CSWPermit_Sectio n_16_Infiltration_Systems#16.19) • If Yes,proceed to Step 7 Step 6 Is the proposed site outside the ERA and the vulnerability is high or very high? https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and wellhead_protection 4/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual • If Yes,proceed to Step 5b • If No,proceed to Step 7 Step 7 Will runoff from Potential Stormwater Hotspots (http://stormwater.pca.state.mn.us/index.php/Potential_stormwater _hotspots) (PSHs), as defined in the Minnesota Stormwater Manual, or runoff from highways enter the infiltration practice? • If No,proceed observing state and local stormwater requirements. See additional requirements and guidance below(https://stormwater.pca.state.mn.us/index.php?title=Stormwaterand_wellhead_protection#Additional _requirements_and_guidance). • If Yes, proceed to Step 8 Step 8 Are infiltration guidelines for stormwater hotspots (http://stormwater.pca.state.mn.us/index.php/Potential_stormwat er hotspots#Infiltration_guidance) as defined in the Minnesota Stormwater Manual followed? • If Yes,proceed observing state and local stormwater requirements. See additional requirements and guidance below(https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and_wellhead_protection#Additional _requirementsand_guidance). • If No, infiltration is generally not appropriate due to the potential for adverse effects to the aquifer used for drinking water supply. Consider other stormwater handling procedures such as stormwater retention and conveyance outside of the WHPA or moving the infiltration area to a non-vulnerable part of the DWSMA. For more information, discuss with MDH subject matter experts or the hydrologist or planner for the DWSMA or with stormwater staff at the MPCA. Additional requirements and guidance The following requirements and guidance apply to infiltration practices regardless of whether the site is located in a DWSMA. Prohibitions to infiltration under the Construction Stormwater permit If the site requires a Construction Stormwater General Permit(https://stormwater.pca.state.mn.us/index.php?title=2 018Minnesota_Construction Stormwater_Permit), stormwater infiltration is prohibited in the following areas regardless of whether the site is located in a DWSMA. 1. Areas that receive discharges from vehicle fueling and maintenance 2. Areas with less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock 3. Areas that receive discharges from industrial facilities that are not authorized to infiltrate industrial stormwater under an NPDES/SDS Industrial Stormwater Permit issued by the MPCA 4. Areas where high levels of contaminants in soil or groundwater will be mobilized by the infiltrating stormwater 5. Areas of predominately Hydrologic Soil Group D (clay) soils 6. Areas within 1,000 feet up-gradient, or 100 feet down-gradient of active karst features 7. Areas where soil infiltration rates are more than 8.3 inches per hour unless soils are amended to slow the infiltration rate below 8.3 inches per hour https://stormwater.pca.state.mn.us/index.php?title=Stormwater and wellhead_protection 5/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual Recommendations for infiltrating stormwater in DWSMAs The following are recommendations for infiltration practices in a DWSMA regardless of whether the above step- by-step process indicates infiltration is appropriate or a Construction Stormwater permit is required. • Ensure that separation distances (http://stormwater.pca.state.mn.us/index.php/Stormwater infiltrationands etback_%28separation%29_distances) are met and that existing or proposed structures or infrastructure(e.g. rate control BMPs,utilities, buildings,roadway, easements) do not prevent infiltration. • If there is a potential for the high water table (http://stormwater.pca.state.mn.us/index.php/Shallowgroundw ater#What are general stormwater management guidel ines for areas with shallow_groundwater.3F) or bedrock to be within 6 feet of the bottom (http://stormwater.pca.state.mn.us/index.php/Shallow_soilsand_sh allow_depthto_bedrock#What_are_general_stormwatermanagementguidelinesfor_areas_withshallow_ bedrock.3F) of proposed infiltration practices, follow guidelines in the Minnesota Stormwater Manual for conducting site investigations and managing infiltration in these areas. • If there is the potential for presence of contaminated soils, contaminated groundwater, and/or hotspot runoff, follow guidelines in the Minnesota Stormwater Manual (https://stormwater.pca.state.mn.us/index.php?title=S tormwater infiltration and contaminated soils_and_groundwater) for conducting site investigations and managing infiltration in these areas. • If there is a potential for presence of soils with steady-state infiltration rates less than 0.2 inches per hour, follow guidelines in the Minnesota Stormwater Manual (http://stormwater.pca.state.mn.us/index.php/Soils_w ith_low_infiltration_capacity#What_aregeneral stormwater management guidelines for sites_with_low_i nfiltration capacity_soils.3F) for conducting site investigations and managing infiltration in these areas. • If infiltration could result in adverse surface water hydrologic impacts, such as impacting a perched wetland, minimize infiltration to a point where adverse surface water hydrologic impacts are avoided. • If the infiltration practice is constructed in industrial, commercial, or transportation land uses, ensure that emergency procedures for containment of spills are established and acceptable. • Infiltration is not allowed in areas that receive discharges from vehicle fueling and maintenance (http://storm water.pca.state.mn.us/index.php/Potential stormwater hotspots#Vehicle_operations). • Infiltration is not recommended in areas that receive discharges from industrial facilities that are not authorized to infiltrate industrial stormwater under an NPDES/SDS Industrial Stormwater Permit (http://stor mwater.pca.state.mn.us/index.php/Stormwater_programfor industrial_activity) issued by the MPCA. • Infiltration is not recommended in areas within 1,000 feet up-gradient, or 100 feet down-gradient of active karst(http://stormwater.pca.state.mn.us/index.php/Karst) features. If infiltration is being considered, follow stormwater management guidelines for karst areas (http://stormwater.pca.state.mn.us/index.php/Karst#Gener al_stormwater management guidelines_for karst_areas). • Infiltration is not recommended in areas where soil infiltration rates are more than 8.3 inches per hour unless soils are amended to slow the infiltration rate below 8.3 inches per hour. Maps • The MS4 mapping tool (https://mpca.maps.arcgis.com/apps/webappviewer/index.html?id=8d310e604baa436 99b25395834d0c69a) includes a coverage illustrating DWSMAs and their vulnerability. For more information, see Guidance for using the Stormwater Special and impaired waters search tool. • Shapefiles and maps showing DWSMAs, DWSMA vulnerability, Emergency Response Areas, and Wellhead protection Areas can be found at the following. • Shapefile downloads (https://www.health.state.mn.us/communities/environment/water/swp/maps/inde x.htm) • New interactive SWP map viewer(this link goes to intro page) (https://www.health.state.mn.us/comm unities/environment/water/swp/mapviewer.html) • Direct link to the interactive map (https://mdh.maps.arcgis.com/apps/View/index.html?appid=5051b7d 910234421b0728c40a1433baa) https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and_wellhead_protection 6/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual Guidance and recommendations for conducting a higher level of i engineering review for stormwater infiltration in DWSMAs and WellheadAl Protection Areas The Construction Stormwater Permit requires a higher level of engineering review for proposed infiltration projects in areas Using the MPCA mapping tool (https://www. overlying an Emergency Response Area(ERA) where the pca.state.nm.us/water/stormwater-special-and vulnerability of the DWSMA(Drinking Water Supply -impaired-waters-search), go to the site of Management Area) is classified as moderate, or in areas interest by magnifying the image or entering outside the ERA where the vulnerability of the DWSMA an address. In this example, six sites are (Drinking Water Supply Management Area) is classified as shown. Make sure the Legend(lower left) high or very high. To see guidance and recommendations for conducting a higher level of engineering review see Guidance displays the proper legend. Infiltration is and recommendations for conducting a higher level of acceptable at site 1 because, even though it engineering review for stormwater infiltration in DWSMAs overlies an Emergency Response Area and Wellhead Protection Areas (ERA), the site is located in an area with low vulnerability. Infiltration is prohibited at site Related pages 2,unless a higher engineering review indicates infiltration is acceptable,because it • Guidance and recommendations for conducting a higher is a DWSMA with high vulnerability. level of engineering review for stormwater infiltration in Infiltration is acceptable at site 3 because it is DWSMAs and Wellhead Protection Areas • Overview of stormwater infiltration not in an ERA and is in a low vulnerability • Pretreatment considerations for stormwater infiltration DWSMA. Infiltration is acceptable at site 4 • BMPs for stormwater infiltration because it is outside an ERA and DWSMA. • Pollutant fate and transport in stormwater infiltration Infiltration is prohibited at site 5 because the systems • Surface water and groundwater quality impacts from area overlies an ERA and vulnerability is stormwater infiltration high. Infiltration is prohibited at site 6, unless • Stormwater infiltration and groundwater mounding a higher engineering review indicates • Stormwater infiltration and setback(separation) infiltration is acceptable,because the site distances overlies an ERA in a moderate vulnerability • Karst • Shallow soils and shallow depth to bedrock session. • Shallow groundwater • Soils with low infiltration capacity • Potential stormwater hotspots • Stormwater and wellhead protection • Stormwater infiltrations and contaminated soils and groundwater • Decision tools for stormwater infiltration • Stormwater infiltration research needs • Determining soil infiltration rates (https://stormwater.pca.state.mn.us/index.php?title=Determining_soil_infil tration_rates) • Design infiltration rates • Understanding and interpreting soils and soil boring reports for infiltration BMPs • Supporting material for infiltration • References for stormwater infiltration https://stormwater.pca.state.mn.us/index.php?title=Stormwater_and welihead_protection 7/8 6/23/2021 Stormwater and wellhead protection-Minnesota Stormwater Manual Retrieved from "https://stormwater.pca.state.mn.us/index.php? title—Stormwater and wellhead protection&oldid=46208" Search This page was last edited on 3 December 2019, at 19:47. 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