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HomeMy WebLinkAboutExcavating & Filling Permit #12-G-10 i , r a � PR►p 1 i 7 �? � X � �`'"� "EXHIBIT A" FOR CITY USE ONLY EXCAVATING AND GRADING PERMIT PERnnrr # Z� G-�q DATE ) t � ��] �2 APPlicant: �'K� I�O�K� � K R$ ��V EI�PMF�f L�-- Phone # G �Z T� g 26� Project/Development Name if Applicable: E��rL �` �.� G E �.�-1"� Address: �� D� I �' I SI�- PDI NT� 2DJ4� f't�.inlZ l.144K�s .�t�IN SS 37z Property Owner: i�� p EUE�vfl/V► E�1? �LC Phone # 9SZ �D /4C�O Address: 7 F� s�'�' ��r ��'� �{� )(,� �.�/�, � N ss 7Z Contractor: _�}}{�2� �( I Il�� Phone # 7� �13 tS ��G Address: Z6 Z3g STt�7E NIA/ ZS BELI�C PL1�llUE,/y1 N S60 � I � Consultant Engineer/Surveyor: Kf�'� ���N� Phone #� sZ ��Z 9 77 � Address: (7I3 J4� S O VT� CROSS ��. �YE W�iS �(��SV� („(,,,� � N( �f �S a Emergency Contact (24 hr): __ ��N C�} j4 RD Phone # �� 2. ��i.s ��7 Location of Property: � �S'I�" ��NT� T�.,D� �l� �De �G� Legal Description: $ �� X}'�"�"f �}�CQ Will the excavation or filling be in a: Watercourse IV � Wetland Upland • Purpose forthe proposed excavating orfilling: �2D f�T AEVE,L[iPM EIV'1' Estimated start date: �S S�P �IZ. Completion date: � OG1' ZD � Z What is the type of material to be removed or deposited? What is the quantity of material to be removed or deposited? �, What is the total area disturbed for excavation or filling? 6 In what manner will the material be removed and/or deposited� � What highway, street or other public-way will material for removal or deposition be hauled or carried� - T What, if any, street, avenue, lane, alley, highway, right-of-way, thoroughfare or public ground will be obstructed? A/ IT SHALL BE THE RESPONSIBILITY AND THE BURDEN OF THE APPLICANT TO DEMONSTRATE TO THE SATISFACTION OF THE CITY ENGINEER FOR THE CITY OF PRIOR LAKE THAT THE PROPOSED EXCAVATION AND/OR FILLING COMPLIES WITH THE OVERALL CITY OF PRIOR LAKE STORM WATER MANAGEMENT PLAN. SAID BURDEN SHALL INCLUDE THE FURNISHING OF A REPORT WITH SUPPORTING CALCULATIONS OF A REGISTERED PROFESSIONAL ENGINEER. Will proposed excavation or deposition affect the City of Prior Lake overall storm water management plan? Yes No x If yes, explain proposed effect SUBMISSION REQUIREMENTS: (A) Completed application form (B) Map or plat of the proposed filling or excavating showing location and amount of material proposed to be removed or deposited, with a description of the area (C) The depth or heights to which such removal or deposition is proposed throughout the area and the proposed angle of all slopes to be shown on a 2' contour map at a scale of 1"=50' or larger. The proposed and original contours shall be G:4ldminlPW Design Manua112007 PWDM UPDATEIEXFIBIi p qppL,ICATION FOR EXCAV & FII.LING.doe . 1 C�` P � p 4 x � � X . � � "' "EXHIBIT A" shown including all property within 200' of proposed excavation or deposition and shall be signed by an engineer or surveyor registered in the State of Minnesota (D) Erosion control plan (E) Affect on existing utilities (F) Application fee (G) Amount of Letter of Credit, or deposit of monies in a sum sufficient to pay the cost of restoring a site. The extra ordinary costs of repairing, highways, streets or other public ways along designated routes of travel and to pay such expenses as the City may incur by reason of doing anything required to be done (H) Public liability insurance CONDITIONS OF APPROVAL: (1) Applicant must cail the Engineering Department for erosion control inspection at (952)447-9830 prior to earth moving activities. (2) Maximum 4:1 slopes are allowed in "maintained" areas except approved by City Engineer. Maximum 3:1 slopes are allowed adjacent natural resources. (3) Slopes greater than or equal to 3:1 shall have approved erosion control Best Management Practices installed immediately after finished grading. (4) Minimum grade for drainage swales shall be 2% or greater. (5) Removal or depositing of material greater than 400 cubic yards requires a conditional use permit, unless it is part of a preliminary plat application. (6) Applicant is responsible for obtaining and meeting the conditions outlined by other permitting agencies including but not limited to the following: DNR, Corps of Engineer, Prior Lake/Spring Lake Watershed District, Scott County, MN/DOT, MPCA. (7) Applicant is responsible for all damages to other property or facilities as a result of work covered by this permit. (8) Applicant must cail the Engineering Department for final grading inspection at (952)447-9830 prior to release of grading security. (9) Additional Conditions: � � �` ��`� �-- � : �a--� c-o � P�.�.( v�..+s 'I' b � .�..�.. „- e� .. .� 1( fi. .�. � .•( � ��1.+.. J � ✓� I i� � ? o r "�w �r ^-� L ti � J.:..�. �. � n t� �.1 G�[.. c� "�vb..`+..-- + J 1t 'r'� / THE UNDERSIGNED HEREIN CERTIFY THAT THEY HAVE READ SECTION 706 OF THE CITY CODE AND ACCEPT. THE TERMS AND CONDITIONS TO THE ISSUANCE OF THIS PERMIT AND AGREE TO FULLY COMPLY THEREWITH TO THE SATISFACTION THE CITY OF P IOR LAKE ENGINEE G DEPARTMENT OR ITS DESIGNATED AGENT. Applica�. .. � , Date � / ���-- _ Property Owner. �/ \ � _����,� ,: � f� �'1 � Date �- FOR CITY USE ONLY AUTHORIZATION OF PERMIT �9 ��� P� ✓���� .� ( {,Q, e t�b +�1 �/ T�ra.tS Financial Guarantee Amount $� Financial Guarantee Type (Letter of Credit, Bond, as Permit Fee $ ! .�VS�° • =- R� ✓ Liability Insurance provided? ❑ YesO No (Insurance Certificate must name the City of Prior Lake as an additionai insured party) In consideration of agreement to compiy in all respects with the regulations of the City of Prior Lake covering such operations, and pursuant to authorization duly given by said City of Prior Lake, permission is hereby granted for the work to be done as described in the above application and submitted drawings, said work to be done in accordance with this application and submitted drawings. ENGINEERING OFFICIAL Date + � � SI I'Z Permit is valid if signed by City Official Permit Expiration Date � 3 � � 12.. Planning Dept. Initials �M� G:Wdmin�PW Design Manus112007 PWDM UPDATEIEXFIIBIT A APPLICATION FOR EXCAV & FIL.LING.doc � 2 . , LEGAL DESCRIPTION All that part of the West one-half of the West one-half of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota, lying northerly of the northerly right-of-way line of the (Now abandoned) Chicago, Milwaukee and St. Paul raikoad right-of-way. TOGETHER WITH: All that part of the Southwest Quarter of Section l, Township 114, Range 22, Scott County, Minnesota, described as follows: � , - t . Commencing at the Southeast corner of said Southwest Quarter; thence North 00 degrees 03 minutes 42 seconds East, assumed bearing, along the east line of said Southwest Quarter a distance of 1140.23 feet; therice North 62 degrees 31 minutes West a distance of 838,58 feet; thence North 50 degrees 32 minutes 00 seconds West a distance of 390.62 feet to the point of beginning of the land to be described; thence South 50 degrees 32 mi.nutes 00 seconds East a distance of 100.00 feet; thence North 39 degrees 08 minutes 00 seconds East a distance of 208.00 feet; North 50 degrees 32 mi.nutes 00 seconds West a distance of 362.00 feet; thence North OS degrees 11 minutes 15 seconds West a distance of 83.56 feet more or less to the most easterly corner of Lot 5, Block l, BROOKSVII,LE HII.,LS EIGHTH ADDITION, Scott County, Minnesota, the same being located along a line drawn from a point distant 720.00 feet (as measured along said right-of-way) from the point of intersection of the northerly right of way line of the now abandoned Chicago, Milwaukee and St. Paul Raikoad with the north line of said Southwest Quarter, to a point on the north line of said Southwest Quarter distant 900.00 feet easterly of the intersection of said north line with said raikoad right-of-way; thence northeasterly along aforedescribed line to said point on the north li.ne of said Southwest Quarter distant 900.00 feet easterly of said intersection; thence easterly along said north line to the northeast corner of said Southwest Quarter; thence southerly along the east line of said Southwest Quarter to the north line of said now abandoned railroad right-of-way; thence northwesterly along said railroad right-of-way to the intersection with a line drawn South 39 degrees 08 minutes 00 seconds West from the point of beginning; thence North 39 degrees 08 minutes 00 seconds East a distance of 28 feet more or less to the point of beginning. � 7 � N � � � p � �� = N � � � �� O � � ^1 O �� � W L ' V� � Q N � � � •— c �, 3 � � o o r . � � � c r o � � � � ' Cn `= .. �F+ �� U � Q o +��+ w o Z � d o (n � a� � ` O � � � � �r o � .� c� 4 � � v � Z � � � �c' ,,d O N � � tQ V ti i t/� � � a C.� Q� � �� � � � j � `� � J � W � `� ° L � Z �� J Q� O �� � � � � � � � � �- V Q ,� � o V � O �. :� Z � � ._ ; L a i�= o��� W W t� � �� � ♦�.+ � � � � � � W � o � V� �� L z N � a V � a �, � ^ U i � °U Q W L` •- � L = � a L�� � W oc � — `� � J ._ W � M W _ O C � o > �� i � U N>� U o � �� O ��� ��� Mo�W �o V `� t�/ � �� >°� ° m Q C� o v = V � c � p � = Q �� � V� � •`�� o V� V W �� �� U � � Q W � z � � O p � a� �� L i � •• o :�+ •�•+ V� �= a� G� G� O � a� � �+ _� ��� � � '�"' � �3 � a � � � � � � L `� :� � ♦� C L � � 0 � � _ � � O ` O � �� � � d� � � C� O � � c a ° a N��' °— c� o o� C �+ � c � -, R� � U '� — L N � •= p ° ,a? N � � a �, � � V � � `� � L � � � � i � ,0 � c� o � � � � o N Q o. °' -� � U oV � o" Z �,c�� �� ��`. Minnesota Pollut�on AttaChl�ellt A Cantrol Agency . 520LafeyetteRoadtdorth Construct�on SWPPP Template �t• p �"�� �� �����'��� Stormwater Pollution Prevention Plan (SWPPP) Template To comply with the General Stormwater Permit for Construction Activity Doc Type: Stormwater Pollution Prevention Plan Construction Activity Information Project name: EAGLE CREEK ESTATES Project location (Briefly describe where construction activity occurs. Include address if available.) Address or describe area: FISH POINT RD & CO RD 21 City or Township: PRIOR LAKE State: MN Zip code: 55372 Latitude/longitude of approximate centroid of project: 44.707935, -93.408326 Method of collection of latitude/longitude: ❑ GPS x Online tool ❑USGS Topographic map Scale used: 1" = 100' All cities where construction will occur: PRIOR LAKE All counties where construction will occur: SCOTT All townships where construction will occur: N/A Project size (number of acres to be disturbed): 48 Project type: � Residential � Commercial/Industrial ❑ Road construction � Residential and road construction ❑ Other (describe): Cumulative impervious surface: Existing area of impervious surface: 0 (to the nearest quarter acre) Post construction area of impervious surface: 17.5 (to the nearest quarter acre) Receiving waters Type Special water? Impaired Water?"` (ditch, pond, wetland, lake, (See Stormwater Permit (See Stormwater Permit Water bod ID* Name of water bod stream, river A endix A endix A 70-0021-00 MARKLEY LAKE LAKE ❑ Yes � No ❑ Yes � No ❑ Yes ❑ No Yes ❑ No Yes No Yes No Yes No Yes No * Water Body identification (ID) might not be available for all water bodies. Use the Special and Impaired Waters Search Tool at: www. pca. state.mn. us/wafeNstormwater/stormwater-c.html. ** Impaired water for the following pollutant(s) or stressor(s): phosphorus, turbidity, dissolved oxygen, or biotic impairment. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-strm1-12 • 4/13/09 Dates of construCtion (Briefly describe where construction activity occurs. Include address if available.) Construction start date: 9/15/2012 Estimated completion date: 10/1/2013 Contact Information Owner of the site Business or firm name: KRB DEVELOPMENT LLC Owner name: GARY HORKEY Title: CHIEF MANAGER Mailing address: 17021 FISH POINT RD SE City: PRIOR LAKE State: MN Zip code: 55372 E-mail address: GHORKEY@MSN.COM Telephone: x�oc 61 Z 4[� Z6 9d Contact name: SAME AS ABOVE Title: Mailing address: City: State: Zip code: E-mail address: Telephone: Contractor (Person who will oversee implementation of the SWPPP) Business or frm name: CI�l�RD T� 1, I IV (r ownername: L2..PD`� �•�R.� Tit�e: P��ID ElV I addres 2(�Z39 ST14T� 1�INr Z s c��: Q Et.,L� Pl.l�l NG state: �,11 Zip code: S�j O � I E-mail address: (,.G � 1 Q��..C,f Telephone; 9 SZ. ��13 G� I S Z Contact name: .S �Y1 Fi �S � BOU� Title: Mailing address: �ity; State: Zip code: E-mail address: Telephone: Party responsible for long operation and maintenance of the permanent Stormwater Management System Business or firm name: CITY OF PRIOR LAKE Owner name: Title: Mailing address: City: State: Zip code: E-mail address: Telephone: Contact name: Title: Mailing address: City: State: Zip code: E-mail address: Telephone: www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-strm2-12 • 4/13/09 General Construction Project Information Describe the construction activity (what will be built, general timeline, etc): PROJECT IS A SINGLE FAMILY DEVELOPMENT AND COMMERCIAL DEVELOPMENT FROM FARMLAND. THIS PROJECT WILL BE COMPRISED OF MASS GRADING OF THE SITE, UTILITY CONSTRUCTION, STREET CONSTRUCTION AND HOME AND COMMERCIAL BUILDING CONSTRUCTION. IT IS ESTIMATED TO TAKE 12-24 MONTHS TO COMPLETE. Describe soil types found at the project: THE SOILS ON THE PROJECT ARE SNAD AND GRAVEL SOILS. General Site Information (III.A) 1. Describe the location and type of all temporary and permanent erosion prevention and sediment control Best Management Practices (BMPs). Include the timing for installation and procedures used to establish additional temporary BMPs as necessary. (III.A.4.a) THE PROJECT WtLL BE PROTECTED BY 3 MAIN BMP'S, SILT FENCE, EROSION CONTROL BLANKET AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE AND MONITORED AND REPARIED AS NECESSARY. INLET PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES AND GRADE IS ESTABLISHED ADDITIONAL BMP'S SUCH AS SEED AND MULCH & EROSION CONTROL BLANKET WILL BE UTILIZED. 2. Attach to this SWPPP a table with the anticipated quantities for the life of the project for all erosion prevention and sediment control BMPs (III. A. 4.b) SEE SWPPP PLAN FOR QUANTITY TABLE 3. Attach to this SWPPP a site map that includes the following features (III.A.3.b — fl: SEE SWPPP PLAN • Existing and final grades, including dividing lines and direction of flow for all pre and post-construction stormwater runoff drainage areas located within the project limits. • Locations of impervious surfaces and soil types. • Locations of areas not to be disturbed. • Location of areas of phased construction • All surFace waters and existing wetlands within one mile from the project boundaries that will receive stormwater runoff from the site (identifiable on maps such as USGS 7.5 minute quadrangle maps or equivalent). Where surface waters receiving runoff associated with construction activity will not fit on the plan sheet, they must be identified with an arrow, indicating both direction and distance to the surface water. Methods to be used for final stabilization of all exposed soil areas. 4. Were stormwater mitigation measures required as the result of an environmental, archaeological, or other required local, state, or federal review of the project? ❑ Yes � No If yes, describe how these measures were addressed in the SWPPP. (III.A.6.) N/A 5. Is the project located in a karst area such that additional measures would be necessary to protect drinking water supply management areas as described in Minn. R. chapters 7050 and 7060? ❑ Yes � No If yes, describe the additional measures to be used. (III.A.7.) 6. Does the site discharge to a calcareous fen listed in Minn. R. 7050.0180, subp. 6.b.? ❑ Yes � No If yes, a letter of approval from the Minnesota Department of Natural Resources must be obtained prior to application for this permit. (Part I 6.6 and Part III.A.8) 7. Does the site discharge to a water that is listed as impaired for the following pollutant(s) or stressor(s): phosphorus, turbidity, dissolved oxygen or biotic impairment? Use the Special and Impaired Waters Search Tool at: www.pca.state.mn.us/water/stormwater/stormwater-c.html. ❑ Yes � No If no, skip to Training. Does the impaired water have an approved Total Maximum Daily Loads (TMDL) with an Approved Waste Load Allocation for construction activity? ❑ Yes � No If yes: a. List the receiving water, the areas of the site discharging to it, and the pollutant(s) identified in the TMDL. b. List the BMPs and any other specific construction stormwater related implementation activities identified in the www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in altemative formats wq-strm2-12 • 4/13/09 ' TMDL. If the site has a discharge point within one mile of the impaired water and the water flows to the impaired water but no specific BMPs for construction are identified in the TMDL, the additional BMPs in Appendix A(C.1 and C.2) must be added to the SWPPP and implemented. (III.A.7). The additional BMPs only apply to those portions of the project that drain to one of the identified discharge points. Training (III.A) Training is required for all permitted projects after February 1, 2010. It must be provided by entities with expertise in erosion prevention, sediment control or permanent stormwater management. Training must be focused on the individual's job duties as they relate to the permit requirements (Part III.A.2). Who must be trained? ✓ Individual(s) preparing the SWPPP for the project ✓ Individual(s) overseeing the implementation of, revising and amending the SWPPP and individuals performing inspections required by the permit ✓ Individuals performing or supervising the installation, maintenance or repair of BMPs Attach to this SWPPP: Names of the personnel trained; dates of training; name of instructor(s) and entity providing training; content of training course or workshop (including number of hours of training) SEE SWPPP PLAN Selection of a Permanent Stormwater Management System (III.C) 1. Will the project create a new cumulative impervious surface greater than or equal to one acre? � Yes ❑ No If yes, a water quality volume of one-half inch of runoff from this area must be treated before leaving the site or entering surface waters (one inch if discharging to special waters). 2. Describe which method will be used to treat runoff from the new impervious surfaces created by the project (III.C): • Wet sedimentation basin • Infiltration/Filtration • Regional ponds • Combination of practices Include all calculations and design information for the method selected. See Part III.0 of the permit for specific requirements associated with each method. WET SEDIMENTATION BASIN & INFILTRATION BASIN COMBINATION 3. If it is not feasible to meet the treatment requirement for the water quality volume, describe why. This can include proximity to bedrock or road projects where the lack of right of way precludes the installation of any permanent stormwater management practices. Describe what other treatment, such as grasses swales, smaller ponds, or grit chambers, will be implemented to treat runoff prior to discharge to surface waters. (III.C) N/A 4. If proposing an alternative method to treat runoff from the new impervious surFaces, describe how this alternative will achieve approximately 80 percent removal of total suspended solids on an annual average basis (III.C.5). Note: If proposing an alternative method, you must submit your SWPPP to MPCA at least 90 days prior to the starting date of the construction activity. N/A Erosion Prevention Practices (IV.B) 1. Describe construction phasing, vegetative buffer strips, horizontal slope grading, and other construction practices to minimize erosion. Delineate areas not to be disturbed (e.g., with flags, stakes, signs, silt fence, etc.) before work begins. THE PROJECT WILL BE CONSTRUCTED ALL AT ONE TIME AND ALL APPROPRIATE EROSION CONTROL MEASURES WILL BE IN PLACE. SILT FENCE WILL BE INSTALLED PRIOR TO CONSTRUCTION AS WELL AS INLET PROTECTION DEVICES. WHERE POSSIBLE VEGITATION WILL BE LEFT IN PLACE AND SLOPES WILL BE GRADED WITH HORIZONTAL TRACKING TO REDUCE EROSION. 2. Describe temporary erosion protection or permanent cover used for exposed soil. All exposed soil areas must be stabilized as soon as possible but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently (part IV.6.2). www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TT1' 651-282-5332 or 800-657-3864 • Available in alternative formats wq-strm2-12 • 4/13/09 TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION CONTROL BLANKET WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. For drainage or diversion ditches, describe practices to stabilize the normal wetted perimeter within 200 lineal feet of the property edge or point of discharge to surface water. The remaining portions of the temporary or permanent ditch or swale must be stabilized within 14 days after connecting to surface waters and construction in that portion of the ditch has temporarily or permanently ceased. ALL DITCHES AND DRAINAGE SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED LINKING SAID SWALES TO DOWNSTREAM WATERS. THIS STABILIZATION SHALL BE ACCOMPLISHED WITH EROSION CONTROL BLANKET, ROCK CHECK DAMS, AND/OR SLOPE STABILIZATION MATTING AS REQUIRED. 4. Describe other erosion prevention practices (list and describe). OTHER EROSION CONTROL PRACTICES INCLUDE BUT NOT LIMITED TOO; MINIMIZE SITE EXPOSURE WHEN POSSIBLE. Sediment Control Practices (IV.C) Describe sediment control practices used to minimize sediments from entering surface waters, including curb and gutter systems and storm drain inlets. At a minimum, these sediment control practices must include: • Sediment controls for temporary or permanent drainage ditches and sediment basins that are designed as part of a treatment system • Installation of check dams or other grade control practice to ensure sheet flow and prevent rills (for slope lengths greater than 75 feet with a grade of 3:1 or steeper). • Sediment control practices on all down gradient perimeters prior to land disturbing activities. • Storm drain inlet protection for all inlets. • Silt fencing or other sediment control surrounding temporary soil stockpiles. . Minimize vehicle tracking of sediments (e.g., stone pads, concrete or steel wash racks, or equivalent systems). • Street sweeping of tracked sediment. • Temporary sedimentation basins (see Part III.B). THE PROJECT WILL BE CONSTRUCTED ALL AT ONE TIME AND ALL APPROPRIATE EROSION CONTROL MEASURES WILL BE IN PLACE. SILT FENCE WILL BE INSTALLED PRIOR TO CONSTRUCTION AS WELL AS INLET PROTECTION DEVICES. Dewatering and Basin Draining (IV.D) 1. Will the project include dewatering or basin draining? ❑ Yes � No 2. If yes, describe BMPs used so the discharge does not adversely affect the receiving water or downstream landowners. N/A Additionat BMPs for Special Waters and Discharges to Wetlands (Appendix A, Parts C and D) 1. Special Waters. Does your project discharge to special waters? ❑ Yes � No 2. If proximity to bedrock or road projects where the lack of right of way precludes the installation of any of the permanent stormwater management practices, then other treatment such as grassed swales, smaller ponds, or grit chambers is required prior to discharge to surface waters. Describe what other treatment will be provided. N/A 3. Describe erosion and sediment controls for exposed soil areas with a continuous positive slope to a special waters, and temporary sediment basins for areas that drain five or more acres disturbed at one time. N/A 4. Describe the undisturbed buffer zone to be used (not less than 100 linear feet from the special water). N/A 5. Describe how the permanent stormwater management system will ensure that the pre and post project runoff rate and volume from the 1, and 2-year 24-hour precipitation events remains the same. T HE PERMANENT STORMWATER MANAGEMENT SYSTEM COMPRISED OF DETENTION PONDS AND INFILTRATION www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-strm2-12 • 4/13/09 ' BASINS IS DESIGNED FOR THE ABOVE EVENTS ACCORDING TO REGULATIONS. THE STORMWATER RUNOFF RATE AND VOLUME WILL REMAIN AT OR BELOW EXISTING CONDITIONS. 6. Describe how the permanent stormwater management system will minimize any increase in the temperature of trout stream receiving waters resulting in the 1, and 2-year 24-hour precipitation events. N/A 7. Wetlands. Does your project discharge stormwater with the potential for significant adverse impacts to a wetland (e.g., conversion of a natural wetland to a stormwater pond)? ❑ Yes � No If Yes, describe the wetland mitigation sequence that will be followed in accordance with Part D of Appendix A. N/A Inspections and Maintenance (IV.E) Describe procedures to routinely inspect the construction site: • Once every seven (7) days during active construction and, • Within 24 hours after a rainfall event greater than 0.5 inches in 24 hours, and within seven (7) days after that. Inspections must include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B— INSPECTION REPORT." Pollution Prevention Management Measures (IV.F) 1. Describe practices to properly manage and dispose of solid waste, including trash (IV.F.1): ALL CONSTRUCTION DEBRIS AND SOLID WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 2. Described practices to properly manage hazardous materials (IV.F.2): ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 3. Describe practices for external washing of trucks and other construction vehicles (IV.F.3): ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE. 4. Describe how are you going to provide a safe, lake proof, concrete washout on site (IV.F.4): ALL CONCRETE WASHOUT SHALL OCCUR IN DESIGNATED WASHOUT AREA. SEE PLAN FOR LOCATION AND DETAIL OF WASHOUT AREA. 5. Describe your spill prevention plan: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKING. 6. Describe measures to address sanitary and septic waste: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY SERVICE PROVIDER. Final Stabi(ization (IV.G) Describe how you will achieve final stabilization of the site (IV.G). FINAL STABILIZATION WILL BE ACOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. Records Retention (III.D) Describe your record retention procedures (must be kept at the site) (III.D). Records must include: • Copy of SWPPP and any changes • Training documentation (III.A.2.) • Inspection and maintenance records • Permanent operation and maintenance agreements • Calculations for the design of temporary and permanent stormwater management systems www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-strm2-12 • 4/13/09 • ALL RECORDS INCLUDING THE SWPPP PLAN, SWPPP ATTACHMENT "A" AND THE INSPECTION REPORTS "ATTACHMENT B" SHALL BE KEPT ON SITE IN THE CONSTRUCTION TRAILER IN A BOX LABELED SWPPP. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TT1f 651-282-5332 or 800-657-3864 • Available in alternative formats wq-strm2-12 • 4/13/09 ,.---"� CHARDTI OP ID: 4K ' R CERTIFICATE OF LIABILITY INSURANCE �TE(MMlDD/YYYY) 10l12112 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NQ R16HTS UPON THE CERTIFICATE HOLdER. THIS CERTIFICATE DOES NOT AFFIRMATII/ELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PO�ICIES BE�OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRAGT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATNE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and cond'rtions of the policy, certain policies may require an endorsemeat. A statement on this certificate dces not confer rights to the certificate holder in lieu of such endorsement s. PRODUCER 763_7�-�� CONTACT RJF Minneapolis ��E F,e,X 7225 Northland Dr N#300 ,vc No : Minneapolis, MN 56428 E-Mai� Tom Nepper INSURER 5 AFFORDINO COVERAdE NAIC A INSURERA:W@S�Cftl NBtIOflal IflSU�aflC@ Z�6 INSURED Chard Tiling 8� Excavating Inc INSURER B:SFM fO�fit@�I State Fund Mutua 11347 Ideal Paving �NSUReRC:Travelers insurance Co 25658 Sibley Aggregates 26239 State Hwy 25 INSURER D: Beile Piaine, MN 56011 INSURER E: CC3VERAGES CERTiFiCATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. IIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN5R TYPE OF INSURANCE A �� s�� POLICY EFF POLICY EXP �IMITS OENERAI LIABILITY EACH OCCURRENCE $ 'I �OOO�OO A X COMMERCIAL GENERAL LIABILITY CPPOO'I4M1OTOH OZ/O'IMZ 02101/13 pREMiSES Ea occurrence S 300�00 CLAIMS-MADE � OCCUR MED EXP (Any ona person) b � O�OO X BM Frm PD Incl. BLKT ADDL INSD ONGOING PERSONAL & ADV INJURY a 1,000,00 X XCU IflCIUt�eA BLKT ADDL INSD OPS GENERAL AGGREGATE $ Y,OOO�OO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPJOP AGG 5 Z,OOO,OO POLICY X �� LOC $ AUTOMOBILE LIABIIITY 'I OOO OO Ea accident „ � + � A X ANY AUTO GPP001431809 02/01M2 02l01/13 BODILY INJURY (Per person) S AILOWNED SCHEDULED BODIIYINJURY(Peraccidenq $ AUTOS AUTOS PROPERTY DAMAGE $ NONAWNED per accideM HIRED AUTOS AUTOS S X UMBRELLA LIAB x pCCUR EACH OCCURRENCE S 8��0�00 A CLAIMS-MADE UMB001059210 02/01/12 02l01/13 AGGREGATE $ $e��Or�� EXCESS LIAB X R N110N 10 000 LMT INCR. g 4-10-1 WORKERSCOMPENSATION WCSTATU• OTH- AND EMPLOYERS' LIABILITY y � N X T�Y�,uy, ' B ANY PROPRIETOR/PARTNER/EXECUIIVE $24BOYOS OY/O'IHY 02/01l13 E.L EACH ACCIOENT $ 'IOO�OO OFFICERJMEMBER EXCLUDED? � N � A (Mamiatory in NH} E.L. DISEASE - EA EMPIOYE $ � OO,OO tf y es, oescnbe under 500 00 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ , C Contractors Equip QT660140DQ9T6 02l01/12 02101/13 Equipment see belo Special Fom�IACV DEDUCTIBIE $2500 Lsd Equip 4�.� � DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, ff more space is requiredj Project: Eagie Creek Estates P�ior Lake MN ity of Prior Lake and KRB [3evelopment, LLC are general liability additio�ai insureds when required by written contract or agreementpe r WIYGV2 0311 (equiv to CG2010 1U01) and WNGL73 0311 (equiv to CG2037 1001y. ICAT H L CITYPRI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CI of Prior Lake THE EXPIRATION DATE TMEREOF, NOTICE WI�L BE DELNERED IN tY ACCORDANCE WITH THE POLICY PROVISIONS. Larry Poppier, PE City Engineer AUTHORIZEDREPRESENTATIVE 4646 Dakota Street Se � • Prior �ake, MN 55372 ��,�j�.�,,, , � 1888-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD �:��� � �� � Minnesota Pollution � � Control Agency 11 /5/2012 LEROY CHARD CHARD TILING & EXCAVATING, INC. 26239 STATE HWY 25 ' BELLE PLAINE, MN 56011 RE: NPDES/SDS General Stormwater Permit for Construction Activity (MNR100001) Application Permit ID Number: C00034923 Project Name: EAGLE CREEK ESTATES CSW Dear LEROY CHARD: The EAGLE CREEK ESTATES CSW project has been granted coverage by the Minnesota Pollution Control Agency (MPCA) under the National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) Stormwater Permit (Permit) for Construction Activity. Permit coverage is effective for this project on Sunday, November 04, 2012. You are required to comply with the terms of the Permit to prevent erosion and control sediment from your site with the procedures established in your Stormwater Pollution Prevention Plan (SWPPP). You are also required to upgrade your SWPPP and erosion prevention and sediment control Best Management Practices (BMPs) as site and weather conditions dictate throughout the entire term of the project. Once all construction activity has been completed at this project, you must submit a Notice of Termination (NOT) form to the MPCA within 30 days of ineeting the conditions outlined in Part II (C) of the permit. Please check the MPCA website (http://www.pca.state.mn.us/water/stormwater) or call to request an NOT form and fact sheet. Please save this letter for your records. If you have any questions about permit coverage for this project, please contact the Construction Stormwater Program at 651-757-2119 or toll free at 800-657-3804. �' , �� @��� Minnesota Pollution "'�'`� Control Agency 11 /5/2012 GARY HORKEY KRB DEVELOPMENT, LLC 17021 FISH POINT RD SE PRIOR LAKE, MN 55372 RE: NPDES/SDS General Stormwater Permit for Construction Activity (MNR100001) Application Permit ID Number: C00034923 Project Name: EAGLE CREEK ESTATES CSW Dear GARY HORKEY: The EAGLE CREEK ESTATES CSW project has been granted coverage by the Minnesota Pollution Control Agency (MPCA) under the National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) Stormwater Permit (Permit) for Construction Activiry. Permit coverage is effective for this project on Sunday, November 04, 2012. You are required to comply with the terms of the Permit to prevent erosion and control sediment from your site with the procedures established in your Stormwater Pollution Prevention Plan (SWPPP). You are also required to upgrade your SWPPP and erosion prevention and sediment control Best Management Practices (BMPs) as site and weather conditions dictate throughout the entire term of the project. Once all construction activity has been completed at this project, you must submit a Notice of Termination (NOT) form to the MPCA within 30 days of ineeting the conditions outlined in Part II (C) of the permit. Please check the MPCA website (http://www.pca.state.mn.us/water/stormwater) or call to request an NOT form and fact sheet. Please save this letter for your records. If you have any questions about permit coverage for this project, please contact the Construction Stormwater Program at 651-757-2119 or toll free at 800-657-3804. Minnesota Pollution Control Agency ' 520 Lafayette Road North Saint Paul, MN 55155 Construction Stormwater Permit Application , Project: EAGLE CREEK ESTATES 1. Stormwater Pollution Prevention Plan (SWPPP) � a. A Stormwater Pollution Prevention Plan been developed for this project and incorporated into the projecYs plans and specifications as required in the General Stormwater Permit [Part III.A] 0 b. If an environmental review was required for this project or any part of a common plan of development or sale that includes this project, said review has been completed and all Stormwater related mitigation measures contained in the review have been incorporated into the SWPPP [Part III.A.6] 2. Discharges to Special or Impaired Waters � a. Any portions of the project having a discharge point within one mile of a special water or a water that is impaired for sediment, or a sediment related parameter of the permit are included in the SWPP [Appendix A, Part A-CJ ❑�I b. Any portions of the project discharging to a Calcareous fen have an approval letter from the DNR [Part III.A.8] Appltcant's Role in the Project � Owner of Project or Site (company) � Operator/General Contractor � 3rd Party Agent on behalf of Permittee - Owner Permittee Owner Construction Site Contact 8usiness Name:,,': KRB DEVELOPMENT, LLC Name z•:: DAN CHARD , PROJECT SUPERViSOR � �BusineSS Type ;.:., <, NonGovernmental E-mail�pddress ' � DCHARD�a)j40L.COM � � Name : ` GARY HORKEY , CHIEF MANAGER Telephone:; 612.685.8867 ,. . E-mail Address ;: ; GHORKEY@MSN.COM �Telephone �;�_. 612.418.2690 Mailing Address:;::: 17021 FISH POINT RD SE �City State Z�p ;_��� �i PRIOR LAKE MN 55372 � Contractor Permittee Contractor Construction Site Contact Business Name: :; CHARD TILING & EXCAVATING, INC. Name ,; %,,,: DAN CHARD , PROJECT SUPERVISOR �8usiness Type :� ;: NonGovemmental E-rnail pddress -;, ; DCHARD@CHARDTILING.COM Name::,,; LEROY CHARD , PRESIDENT Telephone:` ^ 612.685.8867 �E-rnai! F\ddress.. ? �� LCHARD1 a�OL.COM Telephone 952.873.6152 � Mailing Address: ; 26239 STATE HWY 25 '�Gity State 7rp *r�� BELLE PLAINE MN 56011 3rd Party Applicant - NOT APPLICABLE 11/5/2012 Page: 1 of: 2 Minnesota Pollution Control Agency � 520 Lafayette Road North Saint Paul, MN 55155 Construction Stormwater Permit Application Project Information Project Type Residential/Road Const �Project Name .,, �°, �-< EAGLE CREEK ESTATES Project Location:; FISH POINT RD & CO RD 21 ��StreeiAddress: � City State Zip. ;�! Prior Lake MN 55372 County Parcel ID Project Size: , -, . �; _ � ; 48 acres � ��Existing'��,Impervio,us �;; O acres � �Resulting impervious � �.:; 17.5 acres � Start Dake: . � � ; 11 /6/2012 Esi Complete Date: ' l! 8/31/2013 Mgmt. Methocl: ' ` Infiltration/Filtration Mgmt: Method: . ; ? Wet Sedimentation Project Location - Counties, Cities, Townships Project Location - Geographic Coordinate Measurement County;;, �:� Scott � � L`�titude %; �'� 44.707935 � City: : � �+ , � > r ; Prior Lake � Longitude:: � -93.408326 Waterbodies DescripUon �;' Name °„ � Special ltxlater;;.� lmpaired Water � � ... .. E .. Lake MARKLEY LAKE N N Permit Identiflcation and Payment Information Transacfion ID: -�; �� 64059239 Amount: � -; $400.00 PermitlD C00034923 Payment Confirmation ,;. �� MNPPCA000011043 11/5/2012 Page: 2 of: 2 EASEMENT AGREEMENT j l Easement Agreement dated as of September �, 2012 by and between KRB Development, LLC, a Minnesota limited liability company ("KRB"); Peter J. Knaeble and Roberta A.O. Knaeble, Trustees of the Knaeble Living Trust dated July 14, 2005 ("Knaeble"); and Paul J. Schliesman and Katherine L. Schliesman, husband and wife ("Schliesrnan"). RECITALS A. KRB is the owner of certain real property located in Scott County, Minnesota, legally described on Exhibit A attached hereto and made a part hereof (the "KRB Property"). B. Knaeble and Schliesman (hereinafter collectively referred to as "K and S") are the owners af certain real property located Scott County, Minnesota, legally described on Exhibit � attached hereto and made a part hereof (the "K and S Property"). C. The KRB Property is adjacent to and immediately west of the K and S Property. D. The parties wish to create easements for sanitary sewer purposes and for drainage and storm water ponding purposes over portions of the K and S Property for the benefit of the KRB Property as hereinafter set forth. 1 NOW, THEREFORE, in consideration of $1.00 and ofiher good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Grant of Sanitarv Sewer Easement. K and S hereby grants to KRB a permanent, exclusive easement on, over, under, and across that portion of the K and S Property legally described on Exhibit C attached hereto and made a part hereof (the "Sanitary Sewer Easement Area") for the installation, existence, establishment, and operation of sanitary sewer lines and facilities to serve the KRB Property, including without limitation, the right to repair, maintain, upgrade, and replace such sanitary sewer lines and fiacilities. 2. Grant of Drainage and Pondinq Easement. K and S hereby grants to KRB a permanent, exclusive easement on, over, under, and across that portion of the K and S Property legally described on Exhibit D attached hereto and made a part hereof (the "Storm Water Pond Easement Area") for drainage and storm water ponding purposes for the benefifi of the KRB Property, including wifihout lirnifiation, the right to establish, create, operate, repair, maintain, upgrade, and replace a storm water and drainage pond within the Storm Water Pond Easement Area. 3. Maintenance Expenses. The owner of the KRB Property shall be ; responsible, at its expense, for all costs incurred in the installation, repair, maintenance, ' and operation of the sanitary sewer lines and facilities serving the KRB Property located within the Sanitary Sewer Easement Area, and for all costs incurred in the creation, 2 maintenance, and repair of drainage and ponding facilities located within the Storm Water Pond Easement Area. 4. No Dedication to Public. Nothing in this Agreement shall constitute a dedication of any interest in either the K and S Properry or the KRB Property to the public use, or give the members of the public any rights hereunder, including without limitation, any rights in the Sanitary Sewer Easement Area or the Storm Water Pond EasementArea. , 5. Binding Effect. The easements granted herein shall be perpetual and shall run with the land and be a continuing benefit and burden to the KRB Property and the K and S Property, and shall be binding upon and shall inure to the benefit of KR6, Knaeble, Schliesman, and their respective successors and assigns as owners of the KRB Property and the K and S Property. 6. Governinq Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. . 7. Entire Aqreement. This Agreement represents the entire agreement between the parties regarding the subjecfi matter hereof, and may not be amended or moclified except in a writing signed by the parties. 1N WITNESS WHEREOF, the undersigned have executed this Easement Agreement as of the day and year first above written. ' KRB DEVEI,,,.U�RPcA�.�, , : By: illiam E. Ryan Its s � Pirt ` 3 _..... _._._... _.... ..__._ .... .._ _. ._ _.. � � �` Peter . Knaeble, Trustee of the Knaeble Living Trust dated July 14, 2005 ��C.c��� ��.� ���--- �� Roberta A.O. Knaeble, Trustee of the Knaeble Living Trust dated July 14, 2005 Paul J. Sehliesman Katherine L. Scliliesman Sl"P;TE'OF'N1INNES`OTA ) ) ss. COUNTY OF ��4 ) � The foregoing was acknowledged before me this '�' day of September, 2012, by William E> Ryan, the �,�.e t�i�rs� d-���- of KRB Development, LLC, a Minnesota lirii'ited liability company, on behalf of the lirnifed liability company. * � U�� �� �, PAULAJEANVOLLERTSEN ' G� ;���� " Q . NOTARY PUBUC•MINNESO?A Notary Public _;� ,,'�;.� �� MY Gommission Expiies Jan. 31. 2615 �,, x r�nnnn� STATE OF MIf�NES�TA ) _ � ) ss. COUNTY�OF��,�.) ' The foregoing was acknowledged before me this 2- � day of September, 2012, by Peter J. Knaeble and Roberta A.O. Knaeble, Trustees of the Knaeble Living Trust dated July 14, 2005. � R '� � � _ V�ENDY A FISHE - _- - < Notary Public Not Public Minnesota "+ My Commissian Explres Jan. 31, 201A �rx�'�m+vor�"+' 4 Peter J. Knaeble, Trustee of the Knaeble Living Trust dated July 14, 2005 Roberta A.O. Knaeble, Trustee of the Knaeble Living Trust dated July 14, 2005 � � - aul J. chliesman j , �, � . : � � / r tt . ,.:' C: ��� �1�i�-�vz � K therine L. Schliesman ' STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing was acknowledged before me this day of September, 2012, by William E. Ryan, the of KRB Development, LLC, a Minnesota ' limited liability company, on behalf of the limited liabi{ity company. Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing was acknowledged before me this day of September, 2012, by Peter J. Knaeble and Roberta A.O. Knaeble, Trustees of the Knaeble Living Trust dated July 14, 2005. Notary Public 4 STATE OF MINNESOTA ) ) ss. COUNTY OF ia�-►�-�� ) � The foregoing was acknowledged before me this �� day of September, 2012, by Paul J. Schliesman and Katherine L. Schliesman, husband and wife. • ,�,� �� 1���- K �`� S ' a,, PAULA JEAN VOLLERTSEN � �"�'-�-"�' ��! NOTAAYPUBUC•MINNESOTA Notary Public � �''�r�� ��.�' My Commission Expires Jan. 31, 2015 [ t•'�`y . x v THIS INSTRUMENT WAS DRAFTED BY; THOMSEN & NYBECK, P.A. (TRK) 3600 American Boulevard West, Suite 400. Bloomington, MN 55431 Telephone No. (952) 835-7000 5 EXHI�tT A KRB PROPEFZ� Ali that parfi of the West one-half of the West one-half of the Southeast Quarter of Section 1, Township 194, Range 22, Scott County, Minnesota, lying northerly of the northerly right- of-way line of the (now abandoned) Chicago, Milwaukee and St. Paul railroad right-of-way. Together with: All that part of the Southwest Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota, described as follows: Commencing at the Southeast corner of said Southwest Quarter; thence hlorth 00 degrees 03 minufies 42 seconds East, assumed bearing, along the East line of said Southwest Quarter a distance of 1140.23 feet; thence North 62 degrees 31 minutes West a distance of 838.58 feet; thence North 50 degrees 32 minutes 00 seconds West a distance of 390.62 feet to the point of beginning of the fand to be described; thence South 50 degrees 32 minutes 00 seconds East a distance of 100.00 feet; thence North 39 degrees 08 minutes 00 seconds East a distance of 208.00 feet; North 50 degrees 32 minutes 00 seconds West a distance of 362.00 feet; thence North 05 degrees 11 minutes 15 seconds West a distance of 83.56 fieet more or less to the most easterfy corner of Lot 5, Block 1, Brooksville Hil(s Eighth Addition, Scott County, Minnesota, the same being located along a line drawn from a point distant 720.00 feet (as measured along said right-of-way) from the point of intersection of the northerly right of way line of the now abandoned Chicago, Milwaukee and St. Paul Railroad with the North line of said Southwest Quarter, fio a point on the North line of said Southwest Quarter distanfi 900.00 feet easterly of the intersection of said North line with said railroad right-of-way; thence northeasterly along aforedescribed line to said point on the North line ofi said Southwest Quarter distant 900.00 feet easterly of said intersection; thence easterly along said North line to the Northeast corner of said Southwest Quarter; thence southerly along the East line of said Southwest Quarter to the North line of said now abandoned railroad right-of-way; thence northwesterly along said railroad right-of-way to the intersection with a line drawn South 39 degrees 08 minutes 00 seconds West from the point of beginning; thence North 39 degrees 08 minutes 00 , seconds East a distance of 28 feet more or less to the point of beginning. EXHI�IT � K AND S PROPEPdTY All that part of�the East three-fourths of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota, described as follows: Commencing afi the Southeast corner of said Section 1; thence North 01 degrees 21 minutes West along the line between the Southeast corner and the Northeast corner of said Section 1, a distance of 1251.72 feet; thence at right angles South 88 degrees 39 minutes 00 seconds West, a distance of ' 1875.73 feet; thence South 86 degrees 11 minutes 30 seconds West a distance of 84.66 feet to the East line of the West 30.00 feet of the East three-fourths of the Southeast Quarter of the actual point of beginning of the land to be described; thence North 86 degrees 11 minutes 30 seconds East, a distance of 14.66 feet; thence bearing North 250.00 feet; thence North 86 degrees 11 minutes 30 seconds East 500.00 fieet, thence bearing South 250.00 feet, thence bearing East a distance of 436.15 feet; thence bearing North a distance of 882.00 feet; thence bearing East a distance of 302.87 feet more or less to the infiersection with the followin�q described line: Commencing at the Southwest corner of Block 1, l'lat of Whitewood 1 Addition, Scott County, Minnesota; thence Southerly along the Southerly extension of the West line of said Block 1, a distance of 200.00 feet; thence South 88 degrees 59 minutes 50 seconds West parallel with the Westerly extension of the Southerly line of said Block 1 a distance of 800.00 feet to the actua! point of beginning o�f the line fio be described; thence North 00 degrees 54 minutes 59 seconds west parallel with the West line of Block 1, Plat of Whitewood 1 Addition, Scott County, Minnesota, a distance of 350.00 feet to its intersection with the aforementioned line; thence • continuing �Jorth 00 degrees 54 minutes 59 seconds West parallel with the West line of said Block 1, a distance of 443.46 feet more or (ess to the f�orth line of said Southeast : Qu�arter; thence Westerly along said North line a distance of 1296.62 feet more or less to the Northwest corner of said East three-fourths ofi the Southeast Quarter of said Section 1, thence Southerly along the West line of said East three-fourths of the Southeasf Quarter a distance of '1789.64 feet to the North line of the now abandoned Chicago, Milwaukee � St. Paul Railro7d right of way line as now defined by Scott County Recorder's Documenfi No. 178671; thence Soufheasterly along said North right of way line a distance of 33.74 feet to its intersection with the East line of the West 30.00 feet of said East three-fourths ofi the Southeast Quarter; thence Northerly along said East line of the West 30.00 feet a distance of 454.58 feet to the point of beginning, according to the Unifed States Government Survey thereof and sifivate in Scott County, Minnesota. EXHIBIT C SANITARY SEWER EASEMENT AREA A strip of land 20 feet wide in the East Half of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota, the centerline of said 20 foot strip being described as follows: Commencing at the northwest corner of said East Half; thence S 00°22'19" W, along the westerly line of said East Half, a distance of 703.14 feet to the point of beginning of the line to be described; thence N 77°09'27" E a distance of 142.19 feet; thence S 28°45'13" E a distance of 283.13 feet; thence S 01°11'27" W a distance of 137.36 feet; thence S 67°06'57" W a distance of 82.39 feet; thence S 58°01'01" W a distance of 91.41 feet and there terminating. EXHIBIT D STORM WATER POND EASEMENT AREA That part of the East Half of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota, described as follows: Commencing at the northwest corner of said East Half; thence S 00°22'19" W, along the westerly line of said East Half, a dist�nce of 723.69 fe�t to the point of beginning of the land to be described; thence N 77°09'27" E a distance of 131.79 feet; thence S 28°45'13" E a distance of 114.06 feet; thence S 32°56'58" W a distance of 200.81 feet; thence S 67°06'57" W a distance of 82.39 feetto ' the west line of said East Half; thence N 00°22'19" E to the point of beginning and tl�ere terminating. CONSENT OF COLLEEN KNAEBLE SCHLIESMAN Colleen Knaeble Schliesman ("Schliesman") is the owner and hoider of a lien (the "Lien") on the real property described in the foregoing Easement Agreement as the K and S Property by virtue of that certain Summary Real Estate Disposition Judgment recorded in the Office of the Scott County Recorder as Document No. A690444. Schliesman, for herself and all future holders of her interest in the Lien, does hereby consent, and subordinate her rights under the Lien, to the easements, terms, and conditions set forth in the foregoing Easement Agreement. lN WITNESS WHERE4F, Schliesman has caused this Consent to be executed as of the date set forth below. ����� G� �:�� Dated: I'� , 2012 �'�`� Colleen Knaeble Schliesman STATE OF MINNESOTA ) ) ss. COUNTY O ) The foregoing instrument was acknowledged before me this �2 day of �? .,�� _, 2012, by Colleen Knaeble Schl' man. 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