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11-04-2020 Regional Planning Regular Meeting Packet Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Packet Commission Members: Judd Allan Hall County Tony Randone Grand Island Derek Apfel Grand Island Hector Rubio Grand Island Leonard Rainforth Hall County Carla Maurer Doniphan Dean Kjar Wood River Robin Hendricksen Grand Island Jaye Monter Cairo Vice Chairperson Pat O’Neill Hall County Chairperson Greg Robb Hall County Leslie Ruge Alda Secretary Regional Planning Director: Chad Nabity Planning Technician: Rashad Moxey Administrative Assistant: Norma Hernandez 6:00 PM Grand Island Regular Meeting - 11/4/2020 Page 1 / 57 Call to Order Roll Call A - SUBMITTAL OF REQUESTS FOR FUTURE ITEMS Individuals who have appropriate items for City Council consideration should complete the Request for Future Agenda Items form located at the Information Booth. If the issue can be handled administratively without Council action, notification will be provided. If the item is scheduled for a meeting or study session, notification of the date will be given. B - RESERVE TIME TO SPEAK ON AGENDA ITEMS This is an opportunity for individuals wishing to provide input on any of tonight's agenda items to reserve time to speak. Please come forward, state your name and address, and the Agenda topic on which you will be speaking. DIRECTOR COMMUNICATION This is an opportunity for the Director to comment on current events, activities, and issues of interest to the commission. Grand Island Regular Meeting - 11/4/2020 Page 2 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item A1 Agenda 11/4/20 Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 3 / 57 AGENDA AND NOTICE OF MEETING Wednesday, November 4, 2020 6:00 p.m. City Hall Council Chambers — Grand Island 1. Call to Order - This is a public meeting subject to the open meetings laws of the State of Nebraska. The requirements for an open meeting are posted on the wall in this room and anyone who would like to find out what those are is welcome to read through them. The Planning Commission may vote to go into Closed Session on any Agenda Item as allowed by State Law. The Commission will discuss and may take action on any item listed on this agenda. The order of items on the agenda may be reorganized by the Chair to facilitate the flow of the meeting to better accommodate the public. 2. Minutes of the October 4, 2020. 3. Request Time to Speak. 4. Smart Soil LLC Local Siting Permit – Hall County Concerning a request to the Hall County Board for a solid waste processing facility siting permit to be located in Hall County west of 190th Road between Husker Highway and Old Potash Highway. (C-03-2021GI) Consent Agenda: 5. Final Plat – Bosselman Crossing- Grand Island- Located south of U.S. Highway 34 and west of Locust Street in Grand Island Nebraska (2 lots, 3.31 acres). This property is zoned B2 General Business zone. 6. Final Plat – Bosselville Sixth Subdivision- Grand Island- Located west of U.S. Highway 281 and north of Wood River Road in Hall County Nebraska within the 2 mile ETJ of Grand Island, Nebraska. (5 lots, 16.547 acres). This property is zoned TD Travel Development Zone. 7. Final Plat – Continental Gardens Second Subdivision Grand Island - Located north of State Street and east of Webb Road in Grand Island Nebraska (2 Lots, 13.56 acres). This property is zoned RO Residential Office, CD Commercial Development Zone and R3 Medium Grand Island Regular Meeting - 11/4/2020 Page 4 / 57 Density Residential. 8. Final Plat – NCC-1701B Subdivision – Grand Island Located west of Webb Road and north of Capital Avenue in Grand Island, Nebraska (2 lots, 1.07 acres). The property is zoned R1 Suburban Density Residential. 9. Directors Report 10. Next Meeting December 2, 2020. 11. Adjourn. PLEASE NOTE: This meeting is open to the public, and a current agenda is on file at the office of the Regional Planning Commission, located on the second floor of City Hall in Grand Island, Nebraska. Grand Island Regular Meeting - 11/4/2020 Page 5 / 57 Staff Summary November 2020 Page 1 Staff Recommendation Summary For Regional Planning Commission Meeting November 4, 2020 4. Smart Soil LLC Local Siting Permit – Hall County Concerning a request to the Hall County Board for a solid waste processing facility siting permit to be located in Hall County west of 190th Road between Husker Highway and Old Potash Highway. (C-03-2021GI) See Full Recommendation (Discussion Action) 5. Final Plat – Bosselman Crossing- Grand Island- Located south of U.S. Highway 34 and west of Locust Street in Grand Island Nebraska (2 lots, 3.31 acres). This property is zoned B2 General Business zone. 6. Final Plat – Bosselville Sixth Subdivision- Grand Island- Located west of U.S. Highway 281 and north of Wood River Road in Hall County Nebraska within the 2 mile ETJ of Grand Island, Nebraska. (5 lots, 16.547 acres). This property is zoned TD Travel Development Zone. 7. Final Plat – Continental Gardens Second Subdivision Grand Island - Located north of State Street and east of Webb Road in Grand Island Nebraska (2 Lots, 13.56 acres). This property is zoned RO Residential Office, CD Commercial Development Zone and R3 Medium Density Residential. 8. Final Plat – NCC-1701B Subdivision – Grand Island Located west of Webb Road and north of Capital Avenue in Grand Island, Nebraska (2 lots, 1.07 acres). The property is zoned R1 Suburban Density Residential. Next Meeting December 2, 2020. Grand Island Regular Meeting - 11/4/2020 Page 6 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item 1 Smart Soil LLC Local Siting Permit - Hall County Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 7 / 57 Agenda Item # 4 PLANNING DIRECTOR RECOMMENDATION TO REGIONAL PLANNING October 22, 2020 SUBJECT: Proposed Site for Smart Soil Composting Operation located in the SE ¼ of 19- 11N-12W of the 6th P.M in Hall County Nebraska on 190th Road between Husker Highway and Old Potash Highway. Background: On October 14, 2020, Stephen, Mossman, with Mattson Ricketts Law Firm, submitted a requet on behalf of Smart Soil, LLC to the Hall County Board of Commissioners requesting that they process a local siting approval application for a solid waste processing facility. As part of that request, the Hall County Board has forwarded the application to the Regional Planning Commission for review and comments per state statute. The County Board forwarded the request at their meeting on October 27, 2020. This is located just to the northeast of the Grand Island Area Landfill operated by the City of Grand Island. The entire property is zoned A-1 Primary Agricultural Zone. Composting operations are specifically listed as Conditional Uses in the regulations. The County Board has issued a conditional use for this operation at this location with the approval of Resolution 19-236 on December 10, 2019. A copy of the Conditional Use Permit was submitted with this application. Per the Nebraska Local Siting Act (NRSS § 13-1703(3)) for a solid waste processing facility review of the proposed site by the planning commission is required prior to consideration of approval by the County Board. This meeting is the opportunity for the Planning Commission to review and comment on the proposed location as a composting site. Grand Island Regular Meeting - 11/4/2020 Page 8 / 57 General location of the Smart Soil LLC Composting Site Grand Island Regular Meeting - 11/4/2020 Page 9 / 57 NRSS 13-1703. Criteria. An applicant for siting approval shall submit information to the city council, village board of trustees, or county board of commissioners or supervisors to demonstrate compliance with the requirements of this section regarding a solid waste disposal area or solid waste processing facility. Siting approval shall be granted only if the proposed area or facility meets all of the following criteria: (1) The solid waste disposal area or solid waste processing facility is necessary to accommodate the solid waste management needs of the area which the solid waste disposal area or solid waste processing facility is intended to serve; (2) The solid waste disposal area or solid waste processing facility is designed, located, and proposed to be operated so that the public health, safety, and welfare will be protected. The applicant shall provide an evaluation of the potential for adverse health effects that could result from exposure to pollution, in any form, due to the proper or improper construction, operation, or closure of the proposed solid waste disposal area or solid waste processing facility; (3) The solid waste disposal area or solid waste processing facility is located so as to minimize incompatibility with the character of the surrounding area and to minimize the effect on the value of the surrounding property. The city council, village board, or county board shall consider the advice of the appropriate planning commission regarding the application; (4) The plan of operations for the solid waste disposal area or solid waste processing facility is designed to minimize the danger to the surrounding area from fire, spills, or other operational accidents; (5) The traffic patterns to or from the solid waste disposal area or solid waste processing facility are designed to minimize the impact on existing traffic flows; and (6) Information regarding the previous operating experience of a private agency applicant and its subsidiaries or parent corporation in the area of solid waste management or related activities are made available to the city council, village board, or county board. If a corporation, a parent company or subsidiary thereof, or any officer or board member of the corporation or the parent company or subsidiary applying for approval has been convicted of a felony within ten years of the date the application is filed, site approval shall not be granted. Source Laws 1991, LB 813, § 3; Laws 1992, LB 1257, § 60. The request from Smart Soil, LLC as submitted is attached. ____________________ Chad Nabity AICP, Planning Director Grand Island Regular Meeting - 11/4/2020 Page 10 / 57 M +R MATTSON RICKETTS LAW FIRM VIA E-MAIL Marla Conley Hall County Clerk marlac@hallcountyne.gov RE: Smart Soil LLC Dear Clerk Conley: October 14, 2020 Jacob C. Garbison Reginald S. Kuhn Stephen D. Mossman o Jenniffer A. Panko~Rahe t:, Sally A. Rasmussen 1::,. Andrew R. Spader J. L. Spray t::. Christina L. Usher o Patricia L. Vannoy o Joseph A. Wilkins t::. Hon. Randall L. Rehmeier (Ret.), Of Counsel CA/so Adn11tted ,n Co1orado /\Al~o Adrnttted ,n Iowa Offices in Lincoln, Nebraska City, and Syracuse www.mattsonricketts.com Pursuant to my letter to you on September 30, 2020, enclosed please find an official copy of the Local Siting Application for filing on behalf of Smart Soil LLC. Pursuant to the Nebraska Local Siting Act found at Neb. Rev. Stat. § 13-1701 et seq., Smart Soil LLC is seeking local siting approval for a solid waste processing facility from the Hall County Board of Supervisors. There are several guidelines for this application set by statute. First, the public hearing required to be held before the Hall County Board of Supervisors cannot be held any sooner than ninety (90) days after filing, but no later than one hundred twenty (120) days after filing. We have that timeframe calendared for January 12, 2021 to February 11 , 2021. After the public hearing, the record needs to be held open for an additional thirty (30) days for written public comments to be filed. Finally by statute, final action by the Hall County Board of Supervisors shall be taken one hundred eighty ( 180) days after filing which is April 12, 2021. I understand that is not a routine process that Hall County goes through. If you or your County Attorney have any questions regarding any of this, please do not hesitate to contact me. SDM/ear Enclosure Stephen D. Mossman sdm@mattsonricketts.com cc: Smart Soil LLC (via email Sarah Carstensen, Deputy County Attorney (via e-mail) Chad Nabity, Regional Planning Director (via e-mail) 134 South 13th Street, Suite 1200 Lincoln, Nebraska 68508 ( 402) 475-8433 Phone (402) 475-0105 Fax Grand Island Regular Meeting - 11/4/2020 Page 11 / 57 REQUEST FOR LOCAL SITING APPLICATION SMART SOIL, LLC HALL COUNTY, NE October 2020 SETTJE AGRI-SERVICES AND ENGINEERING 15460 NW 48TH Street Raymond, NE 68428 Grand Island Regular Meeting - 11/4/2020 Page 12 / 57 i TABLE OF CONTENTS Neb. Rev. Stat. § 13-1703 Criteria ................................................................................................................ 3 Neb. Rev. Stat. § 13-1703(1) .................................................................................................................... 3 Neb. Rev. Stat. § 13-1703(2) .................................................................................................................... 3 Neb. Rev. Stat. § 13-1703(3) .................................................................................................................... 3 Neb. Rev. Stat. § 13-1703(4) .................................................................................................................... 4 Neb. Rev. Stat. § 13-1703(5) .................................................................................................................... 4 Neb. Rev. Stat. § 13-1703(6) .................................................................................................................... 4 APPENDIX A .................................................................................................................................................. 5 CONSTRUCTION PLANS ............................................................................................................................ 5 LOCAL SITING ACT PERMIT ....................................................................................................................... 5 Grand Island Regular Meeting - 11/4/2020 Page 13 / 57 2 Smart Soil, LLC hereby requests that Hall County approve the local siting of a compost processing facility. The legal description of the site is the Southeast Quarter of Section 19, Township 11N, Range 12 West in Hall County, Nebraska. The Owner of the facility is Smart Soil, LLC and is currently located at 7337 West Blender Road, Grand Island, Nebraska 68803. The Smart Soil compost facility will cover an area of approximately 45 acres. This facility, when in full production, will accept up to 100,000 cubic yards of mixed compost material annually. Most product will be generated in the Central Nebraska Region and consist of yard waste, paunch manure, municipal sludge, livestock waste, food waste, ground paper, cardboard, wood chips, crop residue, and other materials of organic origin. Grand Island Regular Meeting - 11/4/2020 Page 14 / 57 3 Neb. Rev. Stat. § 13-1703 Criteria: Neb. Rev. Stat. § 13-1703(1) -- The facility is necessary to meet the solid waste needs of the area: Accepted product will range from organic paper products, food waste, manure waste, and paunch. Most products do not currently have a good recycling process to where the material can be repurposed and reused as a viable product and Smart soil is attempting to provide a facility to help process and generate a marketable byproduct. Currently, paunch material is being hauled and dumped in landfills nearly 75 miles from the Grand Island area. Historically, this material has caused issues with the local community due to the improper handling of the product. Smart Soil, LLC is proposing this facility to properly handle and convert paunch and many other waste products into a viable byproduct and soil amendment. This site would be very beneficial to local industry in and around the Grand Island Area. Neb. Rev. Stat. § 13-1703(2) -- The facility is designed, located, and proposed to be operated so that the health, safety, and welfare of the local population will be protected. It will be necessary to quickly respond to all emergencies that could endanger the health and welfare of the employees or local members of the community. The facility is planned to have gravel surfaced roads to major portions of the site, so wet weather will have minimal effect on the ability to access the site in an emergency. Additionally, the facility will be constructed with compacted clay liners in all holding ponds and composting areas to minimize the potential for leachate to actively infiltrate directly to groundwater aquifers. Most importantly, surface water runoff will be controlled so that all rainfall within the footprint of the facility will be routed to the stormwater containment structures. Testing procedures and a quality assurance plan has been prepared to protect groundwater when implemented. Periodic inspections will be completed by State agencies to ensure compliance with solid waste processing facilities at a State and Federal level. Neb. Rev. Stat. § 13-1703(3) -- The facility is located to minimize incompatibility with the surrounding area and has been reviewed by the appropriate planning commission: The proposed facility is located just North of the existing Hall County landfill and situated on property that historically was grass pasture. It was recently transitioned to row crop and is surrounded by adjacent row crop fields. The proposed site plan outlines windbreaks that are located around much of the site along with berms that serve as containment for stormwater runoff. The exterior berms also serve as access roads for the facility and are positioned to best utilize the natural contour of the property. The application for local siting is being submitted to the Hall County Planning Regional Commission for review. Grand Island Regular Meeting - 11/4/2020 Page 15 / 57 4 Neb. Rev. Stat. § 13-1703(4) -- The plan minimizes danger from fire, spills, or other operational accidents: The exterior and interior roads provide ample access to all facility buildings and areas in case of a fire. The proposed site is in the jurisdiction of the Shelton Volunteer Fire Department. The telephone number is (308)647-6772. The travel distance to the site is about 10 miles. If a fire starts in a windrow, efforts will be taken to isolate the material to keep the fire from spreading. All material will be handled and processed within the limits of the facility so that any spills or accidents when handling raw waste material are contained by basins and a clay lined pond. Neb. Rev. Stat. § 13-1703(5) -- Traffic patterns are designed to minimize impact on existing traffic flows: Smart Soil, LLC will limit travel with loaded trucks to Husker Highway and Highway 11 between the facility and city limits of Grand Island. Temporary alternate routes may be sought by the applicant and approved by Hall County Highway Superintendent or County Engineer when needed. Consultation with the Hall County Highway Superintendent or County Engineer is necessary for routing deliveries of outgoing compost products and soil amendments. Husker Highway and Highway 11 are the approved truck routes in and around Grand Island. Turning lanes are not necessary off Husker Highway based on the current condition of the intersection. Site distance is appropriate and has been discussed with the Hall County Highway Superintendent. Neb. Rev. Stat. § 13-1703(6) – Previous operating experience of Applicant: Neither the Applicant nor any of its officers or shareholders have been convicted of a felony within ten (10) years of the day the Application is filed. The Applicant’s previous operating experience is as follows: The applicant, Smart Soil, LLC is owned and operated by Andrew Woitaszewski. Andrew has extensive knowledge of agricultural activities and the supporting science needed to operate and manage a successful farming operation, cattle feeding operation, and other land development activities. Andrew Woitaszewski is the owner of A & A Farms and A & A Feeders located Northwest of Grand Island. A & A Feeders is an open lot cattle feeding facility that requires very similar management of a clay lined holding pond. The proper permitting requirements and management decisions have provided Andrew with a firm understanding of waste management and proper land application of wastewater runoff. Applying runoff water to adjacent property at agronomics rates is critical to maintaining compliance as a permitted facility. Smart Soil, LLC October 14, 2020 Andrew Woitaszewski Date Andrew Woitaszewski, President Grand Island Regular Meeting - 11/4/2020 Page 16 / 57 5 APPENDIX A CONSTRUCTION PLANS LOCAL SITING ACT PERMIT Grand Island Regular Meeting - 11/4/2020 Page 17 / 57 © 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 HERE PAGE INDEX C0.0 COVER PAGE C0.1 CONSTRUCTION SPECIFICATIONS C1.0 FINISH GRADE TOPOGRAPHY C2.0 FINISH GRADE/ORIGINAL SURFACE TOPOGRAPHY C2.1 CUT FILL PLAN C4.0 CROSS SECTIONS C5.0 DETAILS NOT TO SCALE PROJECT LOCATION1N N 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C0.0SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ASMART SOIL 2020 COMPOST FACILITY HALL COUNTY, NEBRASKA COVER SHEETSITE LOCATION WOOD RIVER STATE OF NEBRASKA ENGINEERS CERTIFICATE HALL COUNTY I certify that the site survey and the design of the Smart Soil Dam represented on these drawings were made under my direction and consist of 9 sheets I further certify that this dam was designed to meet the requirements of a LOW hazard structure _____________________________________________________________ ENGINEER STATE OF NEBRASKA APPLICANT'S CERTIFICATE HALL COUNTY I certify that these drawings were made with my full knowledge and consent. ______________, 20______________________________________ APPLICANT 8/20 20 8/20/20Grand IslandRegular Meeting - 11/4/2020Page 18 / 57 1. CONSTRUCTION SPECIFICATIONS 1.1 CONSTRUCTION INSPECTION 1.1.1 ON SITE MONITORING ON SITE MONITORING BY THE DESIGN ENGINEER OR OTHER INDEPENDENT REPRESENTATIVE SHOULD BE PRESENT TO OVER SEE THE FOLLOWING ITEMS: ·HOLDING POND AND COMPOST PAD LINER ·PROCESS WASTEWATER PIPING INSTALLATION ·HOLDING POND EMBANKMENT CORE TRENCH 1.1.2 PRECONSTRUCTION MEETING THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE ENGINEER AND OWNER PRIOR TO STARTING THE PROJECT. 1.2 SITE PREPARATION ALL AREAS SCHEDULED FOR NEW EARTHWORK SHALL BE CLEARED OF OLD EQUIPMENT, OLD BUILDINGS, TREES, STUMPS, ROOTS, BRUSH AND BOULDERS. IN THE AREA OF THE NEW STORAGE BASINS, THE UPPER 6 INCHES OF THE ON-SITE SOIL MATERIAL (TOPSOIL) IS NOT CONSIDERED SUITABLE FOR USE AS COMPACTED FILL USED IN THE CONSTRUCTION OF THE EMBANKMENT OR SOIL LINER AND SHALL BE REMOVED FROM PROPOSED CUT AND FILL AREAS. THE TOPSOIL MATERIAL SHALL BE EITHER TREATED AS WASTE AND DISPOSED OF AWAY FROM THE PROPOSED FILL AREAS OR STOCKPILED FOR LATER USE AS TOP DRESSING IN GRASSED AREAS. AFTER ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED FROM THE AREA OF NEW STORAGE BASIN, THE RESULTING GROUND SURFACE SHALL BE THOROUGHLY SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 6 INCHES BEFORE PLACEMENT OF ADDITIONAL COMPACTED EARTH FILL. ALL MATERIALS TO BE USED AS FILL SHALL BE ON SITE MATERIALS REMOVED FROM PLANNED EXCAVATIONS FOR SITE GRADING AS SHOWN ON THE PLANS. A SAMPLE OF ANY ADDITIONAL ALTERNATIVE BORROW MATERIALS SHOULD BE SUBMITTED TO THE ENGINEER A MINIMUM OF 5 WORKING DAYS BEFORE ITS PLANNED USE FOR PERTINENT LABORATORY TESTING AND APPROVAL. ANY BORROW AREAS OUTSIDE THE IMPOUNDMENT AREA SHALL BE GRADED AND LEFT IN A WELL-DRAINED CONDITION. THE BASINS AND HOLDING POND AREAS SHALL BE EXCAVATED TO THE LINES AND GRADES AS SHOWN ON THE PLANS. EXCAVATIONS THAT WILL BE OCCUPIED BY PERSONNEL SHOULD BE MADE IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARDS-29 CFR PART 1926, SUBPART P-EXCAVATIONAS AS PUBLISHED IN THE FEDERAL REGISTER, VOL. 54, 209, TUESDAY, OCTOBER 31, 1989, RULES AND REGULATIONS. OSHA STATES THAT A SOIL SHOULD BE RECLASSIFIED IF THE PROPERTIES, FACTORS, OR CONDITIONS AFFECTING THE SOILS CLASSIFICATION CHANGE IN ANY WAY. SHEET PILING AND/OR SHORING WILL BE NECESSARY IF THE SIDES OF THE EXCAVATIONS CAN NOT BE SLOPED TO MEET OSHA REGULATIONS. 1.3 BUILDING PADS AND EMBANKMENTS COMPACTED FILL (EXCLUDING FREE DRAINING GRANULAR MATERIALS) SHALL BE PLACED AT A MINIMUM DRY DENSITY CORRESPONDING TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698-00a, PROCEDURE A, STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT (12,400 ft-lbf/ft3) (600 kN-m/m3). CLEAN FREE-DRAINING SAND USED AS FILL OR BACKFILL SHOULD BE CONSOLIDATED BY MEANS OF A VIBRATORY SMOOTH DRUM COMPACTOR. ALL LABORATORY TESTING PERFORMED ON SOIL SHALL BE PERFORMED BY A TESTING LABORATORY APPROVED BY THE ENGINEER. THE REQUIRED MOISTURE CONTENT AT THE TIME OF COMPACTION FOR COHESIVE SOILS SHALL BE WITHIN 4% OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY ASTM D 698 AND AS NEEDED FOR GRANULAR MATERIALS. THE IN PLACE MOISTURE AND DENSITY OF COMPACTED FILL WILL BE RANDOMLY TESTED AT THE DISCRETION OF SETTJE AGRI SERVICES AND ENGINEERING, INC. (SASE) IF THE QUALITY OF THE EARTHWORK IS IN QUESTION. DEWATERING OF THE SITE (IF NECESSARY) DURING CONSTRUCTION SHALL BE DONE IN A MANNER THAT OPTIMIZES THE CONDITION OF THE BORROW AREA. WATER SHALL NOT BE ALLOWED TO POND OVER POTENTIAL BORROW MATERIAL FOR LONG PERIODS OF TIME. PUMPING OF RUNOFF WATER THAT COLLECTS IN THE CONSTRUCTION SITE DURING CONSTRUCTION (IF NECESSARY) SHALL BE CONDUCTED IN A TIMELY MANNER TO PREVENT SATURATION OF LARGE AREAS OF MATERIALS TO E EXCAVATED AND RE-USED AS FILL. ALL RUNOFF WATER SHALL BE RELEASED TO AN ACCEPTABLE DRAINAGE COURSE AS DETERMINED BY THE ENGINEER. EQUIPMENT TO APPLY WATER TO THE SOIL AND REMOVE WATER FORM THE BORROW AREA SHALL BE SUPPLIED BY THE CONTRACTOR. CARE SHOULD BE TAKEN TO PREVENT EXCESSIVE DRYING OF COMPACTED FILL BEFORE A SUCCESSIVE LAYER IS APPLIED. 1.4 PIPING 1.4.1 SITE DRAINAGE PIPING THE INLET STRUCTURES SHALL BE INSTALLED TO THE LINES AND GRADES AS SHOWN ON THE PLANS. THE INLETS SHALL BE CONSTRUCTED OF 100 PSI RATED PVC PIPE (OR EQUIVALENT) OR CORRUGATED DUAL-WALL HDPE PIPE AND SHALL BE HAND BACK-FILLED AND COMPACTED A MINIMUM OF 3' FROM BASIN OR HOLDING POND INTERIOR FINISH LINE TO PRECLUDE ANY SEEPAGE PATH ALONG THE PIPE. 1.4.2 SEWER/EFFLUENT LINES ALL EFFLUENT LINES SHALL BE INSTALLED TO THE LINES AND GRADES AS SHOWN ON THE PLANS. ALL SEWER PIPES SHALL BE PVC PLASTIC WITH BELL AND GASKET JOINTS. ALL PIPES SHALL BE INSTALLED ACCORDING TO THE ASTM RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE ASTM-2341. PROPER SAFETY PRECAUTIONS FOR INSTALLATION IN DEEP TRENCHES SHALL BE FOLLOWED AT ALL TIMES. EARTH FILL OVER THE SEWER LINES SHALL BE COMPACTED TO THE SAME DENSITY AS IS REQUIRED IN ADJACENT FILL. 1.5 OTHER REQUIREMENTS 1.5.1 SEEDING ALL CUT AND FILL AREAS ABOVE THE CREST OF THE PERMANENT IMPOUNDMENT POOL AND OUTSIDE THE COMPOST PAD AREAS INCLUDING THE ENTIRE BACK SLOPE OF THE EMBANKMENT SHALL BE SEEDED TO PERENNIAL GRASS AS SPECIFIED BY THE PLANS. 1.5.2 CLEAN UP DURING CONSTRUCTION, THE CONTRACTOR SHALL KEEP THE WORK SITE, AREAS ADJACENT TO THE WORK SITE, AND ACCESS ROADS IN AN ORDERLY CONDITION. ANY SPILLAGE OR DEBRIS RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE IMMEDIATELY REMOVED. UPON COMPLETION, ALL DEBRIS, ETC. SHALL BE REMOVED FROM THE AREA. ALL ACCESS ROADS, OTHER THAN PUBLIC, SHALL BE GRADED, SMOOTHED OVER AND LEFT IN A WELL-DRAINED CONDITION PRIOR TO EQUIPMENT REMOVAL. 1.6 NON-STRUCTURAL CONCRETE STRENGTHS OF CONCRETE USED IN INCIDENTAL AREAS SUCH AS SPLASH PADS AND FOUNDATIONS FOR STRUCTURES ASSOCIATED WITH THE DISTRIBUTION SYSTEM SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS. CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS OF ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" EXCEPT WHERE SPECIFICALLY MODIFIED BY WRITTEN AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. ANY SUCH CHANGES SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. 2. COMPACTED CLAY LINER CONSTRUCTION QUALITY ASSURANCE 2.1.1 SOIL TO BE UTILIZED ON SITE SOILS SHALL BE USED FROM PLANNED EXCAVATION AREAS. THE LINER TESTING FOR EACH STRUCTURE IS PROVIDED. 2.2 LINER TESTING TEST PERMEABILITY FREQUENCY AND METHOD 1 PER 1 ACRE OF COMPOST PAD AND HOLDING POND FLOOR AREA (ASTM D5084 OR D5856) ACCEPTABLE RANGE MAXIMUM ALLOWABLE SEEPAGE OF 1/8 OF AN INCH PER DAY AS DETERMINED USING DARCY'S LAW TABLE 1 - COMPACTED CLAY LINER TESTING 2.2.1 PLACEMENT OF SOILS FOR CONST. OF HOLDING POND AND COMPOST PAD LINER THE HOLDING POND AND COMPOST PADS SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 6 INCHES BELOW THE FINAL ELEVATION OF THE FLOOR AND SIDEWALLS. THIS PRACTICE WILL ALLOW FOR 6 INCHES OF THE EXISTING SOIL TO BE TILLED, ADJUST MOISTURE CONTENT, AND COMPACTED. THE REMAINING 6 INCHES OF LINER WILL BE INSTALLED IN 6 INCH LIFTS BY SCARIFYING THE PREVIOUS LIFT, ADJUSTING MOISTURE, AND COMPACTING. THE END PRODUCT MUST BE NO LESS THAN 12 INCHES OF COMPACTED SOIL LINER. ANY SIGNIFICANT LAYERS, POCKETS, OR SEAMS OF ROCK, GRAVEL, OR OTHER PERMEABLE MATERIAL ENCOUNTERED SHALL BE OVER-EXCAVATED AND REPLACED WITH A MINIMUM OF 12 INCHES OF WELL COMPACTED LOW PERMEABILITY MATERIAL, REGARDLESS OF THE AMOUNT OF LINER MATERIAL OVERLAYING THOSE AREAS. EXISTING SOILS IDENTIFIED SHALL CONTAIN NO FROZEN MATERIAL, ICE, SNOW, SOD, BRUSH, ROOTS, OTHER PERISHABLE MATERIALS, ROCKS OR DEBRIS LARGER THAN 2 INCHES IN DIAMETER. NO LINER SHALL BE PLACED ON FROZEN GROUND. FIELD INSPECTION THROUGHOUT THE INSTALLATION PROCESS WILL BE PERFORMED TO ENSURE THAT MATERIALS WILL NOT BE USED THAT MAY CAUSE DEFECTS TO THE LINER. 2.2.2 SOIL LINER TESTING AND VERIFICATION THE IN PLACE MOISTURE AND DENSITY OF THE COMPACTED SOIL LINER WILL BE RANDOMLY TESTED AT THE DISCRETION OF SASE IF THE QUALITY OF THE EARTHWORK IS IN QUESTION. FINAL RESULTS WILL BE VERIFIED BY PERMEABILITY TESTS CONDUCTED ON THE FINAL PREPARED SITE. ONCE THE COMPACTED LINER HAS BEEN CONSTRUCTED, SASE WILL COORDINATE COLLECTION OF THE UNDISTURBED CORE SAMPLES AS DETERMINED BY ASTM D 1587 FOR SAMPLING, ASTM D 4220 FOR PRESERVING AND TRANSPORTING AND ASTM D 5084 FOR PERMEABILITY. THE FLOOR SAMPLES WILL BE COLLECTED FROM LOCATIONS SPACED ON A GRID OF APPROXIMATELY 210 FEET BY 210 FEET TO MAINTAIN THE ONE SAMPLE PER ACRE STANDARD. THE SIDE WALL SAMPLES WILL BE COLLECTED RANDOMLY AROUND THE STRUCTURE. THE MINIMUM NUMBER OF SAMPLES TO BE TAKEN FROM EACH NEW SOIL LINER FOR PERMEABILITY TESTING IS PROVIDED IN TABLE 2. STRUCTURE NAME HOLDING POND PERMEABILITY FLOOR SAMPLES 1 TABLE 2 - REQUIRED TEST QUANTITIES PERMEABILITY SIDEWALL SAMPLES 1 A MAP INDICATING THE LOCATION OF THE PERMEABILITY TEST SAMPLES WILL BE PROVIDED WITH THE CERTIFICATION OF THE FACILITY. SEEPAGE RATES WILL BE DETERMINED BY USING DARCY'S LAW BASED ON THE MAXIMUM DESIGN DEPTH, LINER THICKNESS, AND SATURATED HYDRAULIC CONDUCTIVITY. THE CORE SAMPLES WILL BE COLLECTED TO THE DESIGN LINER DEPTH TO VERIFY ITS CONSTRUCTED THICKNESS. SAMPLES WILL BE DELIVERED TO A SOIL-TESTING LABORATORY APPROVED BY THE ENGINEER FOR DETERMINATION OF PERMEABILITY OF THE CONSTRUCTED LINER. ALL TEST RESULTS WILL THEN BE FORMALIZED IN A REPORT DEVELOPED BY SASE AND SUBMITTED TO NDEE. IN THE EVENT THAT ONE OR MORE PERMEABILITY TESTS RESULT IN A CALCULATED SEEPAGE RATE OF MORE THAN 1/8 IN/DAY, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED. THE AREA REPRESENTED BY EACH FAILED TEST SHALL BE RE-WORKED OR REPLACED AS DETERMINED BY THE ENGINEER. THIS MAY INCLUDE RE-SCARIFYING, ADJUSTING MOISTURE CONTENT, AND RE-COMPACTING OR TOTAL REMOVAL AND REPLACEMENT OF SOIL LINER. THE REWORKED OR REPLACED AREAS SHALL BE RE-TESTED ONCE CORRECTIVE MEASURES HAVE BEEN TAKEN. THE "AREA" SHALL BE DEFINED AS THE SURFACE REPRESENTED BY THE TEST, TO INCLUDE ALL AREAS UP TO ADJACENT PASSING TEST LOCATIONS. THIS PROCESS SHALL BE REPEATED UNTIL THE PERMEABILITY RESULTS IN ALL AREAS OF THE CONSTRUCTED SOIL LINER ARE LESS THAN MAXIMUM SEEPAGE REQUIREMENTS.15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C0.1SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ACONSTRUCTION SPECSCOMPOST PAD 1 9 - COMPOST PAD 2 13 - 8/20/20Grand IslandRegular Meeting - 11/4/2020Page 19 / 57 COMPOST AREA 1BASIN 1COMPOST AREA 2 HOLDING POND CONCRETE PAD(ALL-WEATHER) PROPOSED WINDBREAK PROPOSED WINDBREAKPROPOSED WINDBREAKS 190TH RDBASIN 2 X N 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C0.2SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ASITE PLAN8/20/20Grand IslandRegular Meeting - 11/4/2020Page 20 / 57 © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS 30.00 SCALE OFFICE SHOP BUILDING PROPOSED CENTER PIVOT IRRIGATION FACILITY ENTRANCE WITH GATES COMPOST AREA 1BASIN 1COMPOST AREA 2 HOLDING POND CONCRETE PAD (ALL-WEATHER) PROPOSED WINDBREAK PROPOSED WINDBREAKPROPOSED WINDBREAKS 190TH RDBASIN 2 EXISTING CULVERT EXISTING CULVERT X REBAR 800 LF OF 8" SDR26 PIPE 100 LF OF 8" SDR26 PIPE 60 LF OF 12" CMP CULVERT 12" PERFORATED PVC RISER 12" PERFORATED PVC RISER CONCRETE SPLASH PAD CONCRETE SPLASH PAD N 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C1.0SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ASITE PLANPROJECT CONTROL HORIZONTAL DATUM: NEBRASKA STATE PLANE NAD83 VERTICAL DATUM: NAVD 88 POINT NAME LEGEND -CONCRETE -GRAVEL -COMPOST AREA 1 = 8.7 ACRES -COMPOST AREA 2 = 12.5 ACRES 8/20/20Grand IslandRegular Meeting - 11/4/2020Page 21 / 57 30.00 SCALE OFFICE SHOP BUILDING PROPOSED CENTER PIVOT IRRIGATION FACILITY ENTRANCE WITH GATES COMPOST AREA 1BASIN 1COMPOST AREA 2 HOLDING POND CONCRETE PAD (ALL-WEATHER) PROPOSED WINDBREAK PROPOSED WINDBREAKPROPOSED WINDBREAKS 190TH RDBASIN 2 X REBAR ppppppp p p p p p p p p pppppp pppppppppppppppppppppppppppppppppppppppppppppp pppppppppppppppppppppppp ppp pppppppppppppppppppppppp pp p p p ppppp p p p ppppp pp1 C4.0 2 C4.0 6 C4.0 8 C4.0 7 C4.1 3 C4.0 4 C4.0 5 C4.0 3:13:1-6.84% 3: 1 -3.68%-3.68%-3.68% 800 LF OF 8" SDR26 PIPE 100 LF OF 8" SDR26 PIPE 60 LF OF 12" CMP CULVERT 12" PERFORATED PVC RISER 12" PERFORATED PVC RISER CONCRETE SPLASH PAD CONCRETE SPLASH PAD N 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C2.0SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K AGRADING PLANLEGEND -CONCRETE -GRAVEL -BASIN 1 AREA = 12.3 ACRES -BASIN 2 AREA = 18.5 ACRES -HOLDING POND AREA = 10.3 ACRES 8/20/20Grand IslandRegular Meeting - 11/4/2020Page 22 / 57 -20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-101234567891011121314151617 -20-19-18 -17-16 -16-20 -19 -18-17-16-15-14-13-12-11-10-9 -8-7-6-5-4-15-14-13 -13-12 -12-15-14-13-12-11-10-9 -1 1 -12-11 -10 -1 0 -11-10- 9 -9-9-10-9-8-7-6 -8-9-8-7-10-9-8-7-6-5 -7-8-7-6-10-9-8-7-6-5-4 -6-7 -6 -9-8-7-6-5-4-3 -5-6-5-4-3-7-7-6-5-4-3-5 -5 -6-5-4-3 -6-5-4-5 -6-5-4-8-7-6-5-4-3-2 -4-6-5-4-3-2-6-5-4-3-2-4 -4 -7-6-5-4-3-2-1-5-4-3 -4 -5-4-3-7-6-5-4-3-2-1 -3-5-4-3-2-10-5-4-3-2-1-3 -4-3-2 -6-5-4-3-2-10 -3-2-3 -3 -2 -6-5-4-3-2-1 -2-5-4-3-2-10-4-3-2-1-2 -3-2-1 -5-4-3-2-101 -3-2-1-2 -2-2-1 -5-4-3-2-10 -1-4-3-2-10-3-2-1-2-10 -10 -4-3-2-1012 -2-10-1-19-18-17-16-15-14-13-12 -11-10-9 -8 -7-6 -5-4-3 -2 -1 0 1 2 3 -101 -3-2-1-4-3-2-10 -10-1012345 1123456123123456731234567341234567 5 6 7 67 01234567891011121314151617181920 -1010 00 1 12 234 3345 4456 23456 567 678 789 8910 91011 111212131413141514151613141516 -3-2-1-3-3-2-10-2 -1 -4-3-2-1-4-3-2-1 -1-1-4-3-2-1-2-10-1 -2- 1 0 -2-10-10-1 -1012 -3-2-103 01234567 890 -2-1012 0123-3-2-10-2-1000 0 -101-10123 0 10-101012341 -1012 0123450123456123455 6-3-2-1 -2-1 -10 -9 -8 -7-6-9 -9 -8 -8-8 -7-7-6-7-6-7-6-5- 7-6-5 -6 1 2 3 4 5 6 7 8 9 10 110121 0 1 2 1 1201234 -1012 -10123 10 12123-101234 -2-101234561232340123456 123433451234567 344345 4562345678 45678 5 6 7 4567856775678967878967891078989106789101112891 0 91 0 1 1 78910111213 910 -9 111213141516910111213 1011121314 11121314151213141516 141516171819202122 1 3 14 14 -18 -17 -16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-14-13-12-11-10-12-11-10-9-10-9-9-8-7 -11-10-9-8-7-6 -9-8-7-6-5-4 -11-10-9-8-7-6-5 - 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221,902 CY FILL - 224,567 CY BALANCE FACTOR = 1.25 8/20/20Grand IslandRegular Meeting - 11/4/2020Page 23 / 57 1 - COMPOST AREA 1 2030 2040 2050 2060 2070 2080 2030 2040 2050 2060 2070 2080 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 31.25 3:1-1.60%6:1 1.59% 3 - BASIN 1 2030 2040 2050 2060 2070 2080 2030 2040 2050 2060 2070 2080 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+0011+133:1-1.76% -0.21% 4.54% 4.80%2.90%-1.78%-1.78%8.99%-1.04% 4: 1 28.37 42.73 2 - COMPOST & BUILDING AREA 2050 2060 2070 2080 2050 2060 2070 2080 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+003:11.23% 2.22% -1.43%-1.43% -2.60% -0.73% 150.00 4 - BASIN 2 2020 2030 2040 2050 2060 2020 2030 2040 2050 2060 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 -6.84% 11:1 -3.46%2.31%-0.09%10:1 -0.82%0.00%3:13:112.16 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C4.0SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ACROSS SECTIONS8/20/20Grand IslandRegular Meeting - 11/4/2020Page 24 / 57 5 - COMPOST AREA 2 2030 2040 2050 2060 2030 2040 2050 2060 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 6:1 -0.92%-6.27% -3.89% -1.98%0.22%0.22%3:10.31% 8 - SITE NORTH & SOUTH 2020 2030 2040 2050 2060 2070 2020 2030 2040 2050 2060 2070 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 16.00 27.50 3:1-1.31%0.01%-0.46%-1.04%1.11%-2.68% -3.08% -0.01%3:10.00% 3:1 3: 1 7 - BASIN 2 2020 2030 2040 2050 2060 2070 2020 2030 2040 2050 2060 2070 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 -3.68%-3.68%-3.68%-12.3 4 % -0.43%0.05% 0.00%-33.31%32.78 % -3 2 . 7 7% 16.0031.28 6 - SITE NORTH & SOUTH 2020 2030 2040 2050 2060 2070 2080 2020 2030 2040 2050 2060 2070 2080 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 7 - BASIN 2 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 3:1-2.78%0.06%0.06%3:13.33%0.00%0.00%-3.59% -3.65%5.22%-0.17%3:13:13: 1 16.00 32.82 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C4.1SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ACROSS SECTIONS8/20/20Grand IslandRegular Meeting - 11/4/2020Page 25 / 57 25 SP MS 2 NOT TO SCALE 1 NOT TO SCALE ELEVATION MARKER - INSTALL #4 REBAR PROPOSED GRADE CONCRETE PAD PIPE FROM BASIN ELEVATION MARKERS (TYPICAL)#4 REBAR OR CONCRETE ANCHOR SPLASH PAD CROSS SECTION SPLASH PAD AND STAFF GAGE SIDE VIEW #4 REBAR @ 18" O.C. EACH WAY2" MIN. CLEARANCE POND FLOOR = 2026.0 4' 4' 6"1'-0" 6"1' OVERFLOW LEVEL = 2050.0 MAX WATER LEVEL = 2048.0 MW MAX OPERATING LEVEL = 2044.0 MAX SLUDGE = 2043.0 TOP OF BERM = VARIES PAD LENGTH WILL BE FROM PIPE OUTLET TO POND FLOOR12" CLAY LINER 12" CLAY LINER 2020 2030 2040 2050 2060 5.0012.003:13:116.00 STRIP 6" MINIMUM TOPSOIL EXISTING GROUND TOP OF DAM ELEV: 2050.0'1:11:1CORE TRENCH 2020 2030 2040 2050 2060 0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5011+75CONSTRUCTED TOP OF DAM ELEV: 2051.0' SETTLED TOP OF DAM ELEV: 2050.0' EXISTING GRADE 15460 NW 48th St.Raymond, NE 68428Office: (402) 783-2100Fax: (402) 783-2104Web Site: www.settje.comDate Printed:Rev.Date 8/18/20C5.0SMART SOIL2020 COMPOST FACILITYHALL COUNTY, NEBRASKAE-16149 R.TRAVIS HAZARDPROFESSIONAL CIVIL EN G I NEERSTATE OF NEBRA S K ACROSS SECTIONS4 NOT TO SCALE 3 NOT TO SCALE TYPICAL DAM & CORE TRENCH SECTION DAM STRUCTURE - DIRT COMPACTION 8/20/20Grand IslandRegular Meeting - 11/4/2020Page 26 / 57 RESOLUTION#19-e A RESOLUTION GRANTING AN APPLICATION BY SMART SOIL LLC THE CONDITIONAL USE OF A PART OF THE SOUTHEAST QUARTER(SE1/4) OF SECTION NINETEEN (19), TOWNSHIP ELEVEN(11) NORTH, RANGE ELEVEN(12) WEST OF THE 6TH P.M., HALL COUNTY, NEBRASKA. WHEREAS, Smart Soil LLC has made an application for a conditional use permit for the conditional use of the following-described property for the purpose of a composting site, all upon the following-described real estate, to-wit: THE SOUTHEAST QUARTER (SE1/4) OF SECTION NINETEEN (19), IN TOWNSHIP ELEVEN (11) NORTH, RANGE TWELVE (12), WEST OF THE 6TH P.M. IN HALL COUNTY, NEBRASKA; and WHEREAS, Applicant made a written application for a permit to use the above-described property for a composting operation involving paunch, sludge, and other organic materials; and WHEREAS, a public hearing regarding said application was held on the 10th day of December, 2019, after due and proper notice of same being afforded the public; and WHEREAS,the said property is located within the A-1 Agricultural Zoning District; and WHEREAS, the Hall County Board of Supervisors is empowered under the Hall County Zoning Resolution to grant a permit for the conditional use of the property for a composting site in the A-1 Agricultural Zoning District; NOW, THEREFORE, THE HALL COUNTY BOARD OF SUPERVISORS FINDS AS FOLLOWS: 1. The proposed use is consistent with land use specified for the A-1 Agricultural Zoning District. 2. Hall County is a Livestock Friendly County, and such a proposed use is compatible with such designation. 3. The location of this site appears to be environmentally sound for the proposed use. 4. The location of this site is in close proximity to a landfill, which has similar odor and nuisance considerations, making it compatible with the neighboring land usage. 5. The proposed use offers a solution to a waste control problem that the City ofGrand Island and County of Hall have been contending with for more that forty years. 6. A trial period was conducted to explore the suitability ofthe proposal at the proposed site. Feedback received through the trial period indicates the proposal, including the location site, are compatible with its proposed use. 7. The proposed use is consistent with Hall County's comprehensive plan. NOW,THEREFORE,BE IT RESOLVED that the application for a conditional use permit for the conditional use of the above-described real estate for the above-stated uses should be and hereby is approved subject to the following conditions: Smart Soil LLC—Conditional Use Permit- Page 1 of 4 Grand Island Regular Meeting - 11/4/2020 Page 27 / 57 Term—This permit is intended to substantially coincide with Smart Soil LLC's Nebraska Department of Environment and Energy Operating Permit, but shall expire no later than December 31, 2026. The permit may be terminated if Applicant fails to comply with any of the conditions set forth herein. In the event ofnoncompliance,the Hall County Board of Supervisors shall notify Applicant in writing setting forth the areas ofnoncompliance. If Applicant fails to cure said noncompliance to the satisfaction of the Board within thirty(30)days after receiving said notice, the Hall County Board of Supervisors may suspend,revoke, or terminate this conditional use permit. In addition, the county may institute any appropriate action or proceeding to prevent, restrain, correct, or abate any breach, violation, or noncompliance. The remedies stated above are cumulative and in addition to any other remedies provided by law. Water and Regulatory Conditions: Applicant will comply with Nebraska Department of Environment and Energy(NDEE)rules, regulations, and conditions. Applicant will provide copies, within 30 days of receipt, of all construction and operating permits issued by NDEE to zoning officials. Applicant will provide any additional NDEE and zoning documentation upon request. Applicant will follow all Federal, State, County, and local laws, codes, and regulations. Applicant shall contain all water that that falls within the compost facility and maintain separation of such water from waters leaving the site via natural water ways. Applicant shall maintain natural drainage to and from the site at pre-development quantity and in substantially the same location. General Operating Conditions: Applicant may operate the site 7 days a week. Applicant shall not accept materials on Sundays, but may accept materials on any other day. Applicant will maintain the facility in a clean,neat, and orderly condition. Applicant shall not turn the compost materials on Saturdays, Sundays, and County Holidays from May 1 through October 1 of each year. Material Composition&Incorporation Conditions: Applicant shall limit composting to the Initial List of Components to be composted at the site for the first six months of operation to establish a baseline for odor control, fly control and traffic. Upon successful completion ofthe six month period and establishment of baseline expectations the applicant may add additional component by reporting the addition of those components to the zoning official and beginning a new six month control period to determine the impact on odor control, fly control and traffic generated. Initial list of components to be composted at the site. Nitrogen-Based Sources Paunch-must have blood, grease and meats virtually eliminated Grit- included with the paunch(a mixture of sand and manure from the kill floor) Waste Activated Sludge-residual,semi-solid material that is produced as a by-product during sewage treatment of industrial or municipal wastewater Bio Solids -the nutrient-rich organic materials resulting from the treatment of domestic sewage in a wastewater treatment Smart Soil LLC—Conditional Use Permit- Page 2 of 4 Grand Island Regular Meeting - 11/4/2020 Page 28 / 57 Carbon-based sources Cornstalks or other forages wood chips grass clippings straw bedding material cardboard and paper Other Amendments Scrubber ash-ag lime mixed with sulfur from the power plant. Applicant will not store unincorporated animal material or similar components (for example, high nitrogen materials) on site for more than 48 hours. Applicant will only accept animal materials for which blood and fat/grease components have been separated and removed prior to delivery. Applicant shall track materials and composition of windrows and make such records available to the County upon request. Travel Conditions: Applicant will ensure suppliers will limit east/west travel with loaded truck to Husker Highway between the western Hall County line to Highway 11 and between Highway 11 and the city limits of Grand Island,Nebraska. Temporary alternate routes may be sought by the applicant and approved by the Hall County Highway Superintendent/County Engineer Applicant shall consult with Hall County Highway Superintendent/County Engineer for routing deliveries of outgoing compost products. Nuisance Conditions: Applicant will develop and implement a fly control plan to minimize flies. Applicant will provide such plan upon request along with records ofcompliance. Compliance/Oversight: Applicant agrees to allow county officials to physically review and inspect the site at least four times per year. Applicant acknowledges that failure to comply with the conditions of this permit may result in withdrawal ofpermission to operate at this location. Resolution moved by Supervisor ©DQ$p rSo R • Seconded by Supervisor -14e Q A f e A4-ka f: Vote: Supervisor Bredthauer: For ; Against ; Abstained Not Present Supervisor Hartman: For ; Against sC ; Abstained ; Not Present Supervisor Hurst: For )( Against Abstained Not Present Supervisor Lancaster: Fork Against Abstained Not Present Smart Soil LLC—Conditional Use Permit- Page 3 of 4 Grand Island Regular Meeting - 11/4/2020 Page 29 / 57 Supervisor Peterson: For ' ; Against ; Abstained ; Not Present Supervisor Quandt: For (' ; Against ; Abstained ; Not Present Supervisor Richardson: For X ; Against ; Abstained ; Not Present_ . PASSED, ADOPTED AND APPROVED THIS 10TH DAY OF DECEMBER, 2019. HALL COUNTY BOARD OF SUPERVISORS amela E. Lancast ' Chair Hall County : sand .f Supervisors ATTEST: Marla J Conley Hall County Clerk Prepared by: Sarah Carstensen Deputy Hall County Attorney Smart Soil LLC—Conditional Use Permit- Page 4 of 4 Grand Island Regular Meeting - 11/4/2020 Page 30 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item E1 Minutes 10/7/20 Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 31 / 57 THE REGIONAL PLANNING COMMISSION OF HALL COUNTY, GRAND ISLAND, WOOD RIVER AND THE VILLAGES OF ALDA, CAIRO, AND DONIPHAN, NEBRASKA Minutes for October 7, 2020 The meeting of the Regional Planning Commission was held Wednesday, October 7, 2020 at City Hall – Grand Island, Nebraska. Notice of this meeting appeared in the “Grand Island Independent” on September 26, 2020. Present: Leslie Ruge Pat O’Neill Tony Randone Jaye Monter Tony Randone Robin Hendricksen Hector Rubio Darrel Nelson Leonard Rainforth Greg Robb Absent: Judd Allen and Carla Maurer Other: Staff: Chad Nabity and Norma Hernandez Press: Brandon Summers 1. Call to order. Chairman O’Neill called the meeting to order at 6:00 p.m. O’Neill stated that this was a public meeting subject to the open meetings laws of the State of Nebraska. He noted that the requirements for an open meeting are posted on the wall in the room and easily accessible to anyone who may be interested in reading them. O’Neill also noted the Planning Commission may vote to go into Closed Session on any agenda item as allowed by State Law. The Commission will discuss and may take action on any item listed on this agenda. The order of items on the agenda may be reorganized by the Chair to facilitate the flow Grand Island Regular Meeting - 11/4/2020 Page 32 / 57 of the meeting to better accommodate the public. 2. Minutes of the September 2, 2020 meeting. A motion was made by Nelson and second by Rubio to approve the minutes of the September 2, 2020 meeting. The motion carried with seven members voting in favor (O’Neill, Ruge, Nelson, Monter, Rainforth, Randone and Rubio) and two abstaining (Robb and Hendricksen). 3. Request Time to Speak. The following requested time to speak during discussion: Bruce Bluhm, 3009 Colorado, item #5 Amos Anson, 4234 Arizona Ave, item #5- available for questions Joe Ferris, 3024 Idaho Ave, item #5 Travis Ericson, 3020 Idaho Ave, item #5 Barb Klein, 3030 Idaho Ave, item #5 4. Presentation of Community Beautification Award. The Grand Island Award was presented to North 40 Tap and Grille at 520 W. 3rd Street. Jay and Jan Vavricek were at the meeting to accept the award. The Hall County Award was presented to the Cairo Senior Center “The Gathering Place” representative from Cairo were present to accept the award. 5. Public Hearing – Rezoning – Grand Island – Concerning a change of zone on property located at 4141 Montana Avenue Lot 13 of Northwest Gateway Subdivision in Grand Island, Hall County Nebraska from LLR Large Lot Residential Zone and RO Residential Office to Residential Office (C-02-2021GI) O’Neill opened the public hearing. Nabity explained the request is to amend the zoning of one lot on 4141 Montana Avenue. The lot is currently almost 50% LLR and RO this would confirm the RO zoning across the whole lot. The owner/developer of the lot Amos Anson is requesting the zone change for the south portion of lot 13. Nabity stated the RO zone does allow for more density of housing. The comprehensive plan does call for this area to the area to be developed with mixed use commercial. Bruce Bluhm, 3009 Colorado – Mr. Bluhm stated he was against the zone change. The area surrounding been established for years. Making the change will allow the developer to fill the area up with different style of housing. Mr. Bluhm also mentioned the area has a history of water problems. With the development and construction in the area will possibly cause more water problems. Amos Anson, 4234 Arizona Ave - Mr. Anson stated he is the owner of the 5 and half acres of land. Mr. Anson showed an overview of his plans. He explained his plan is not to build an apartment building. The homes are bigger in square footage than the Grand Island Regular Meeting - 11/4/2020 Page 33 / 57 surrounding homes. These would be attached single family homes built on the site. Joe Ferris, 3024 Idaho Ave – Mr. Ferris stated he was against the zone change. His concerns were high traffic, more activity, water issues and the change of atmosphere. Travis Ericson, 3020 Idaho Ave – Mr. Ericson explained his concerns with the zone change are water issues, traffic and change in their neighborhood. Would like the homes to look similar to the surrounding homes in the area. Barb Klein, 3030 Idaho Ave – Ms. Klein stated her concerns with the zoning change are water issues and added traffic to the area. O’Neill closed the public hearing. A motion was made by Ruge and second by Randone to recommend approval for the rezoning of 4141 Montana Avenue Lot 13 from LLR Large Lot Residential and RO Residential Office to RO Residential Office finding that the proposed changes are consistent with the comprehensive development plan and future land use map for the City of Grand Island and that this change will eliminate confusion regarding the zoning of this property. The motion carried with eight members voting in favor (Ruge, Nelson, Monter, Hendricksen, Robb, Rainforth, Rubio and Randone) and one abstaining (O’Neill). 6. Public Hearing – Zoning Text Amendments – Grand Island – Concerning changes to sections §36-8 Definitions and §36-22. Yard Requirements and §36-96 Off Street Parking Requirements (C-01-2021GI) O’Neill opened the public hearing. Nabity explained the changes to the definitions will harmonize the definition of Street Frontage between the subdivision regulations and the zoning regulations. The changes to the Yard Requirements and Off-Street Parking will repeal changes made 2 years ago regarding setbacks for residential garages with overhead doors facing the street. O’Neill closed the public hearing A motion was made by Hendricksen and second by Rainforth recommend approval of changes to sections §36-8 Definitions and §36-22. Yard Requirements and §36-96 Off Street Parking Requirements. The motion carried with nine members voting in favor (O’Neill, Ruge, Nelson, Monter, Hendricksen, Rubio, Robb, Randone and Rainforth) and no members voting no. Consent Agenda: 7. Final Plat – Kate Subdivision – Grand Island. Located east of Vine Street and south Grand Island Regular Meeting - 11/4/2020 Page 34 / 57 of 12th Street in Grand Island, Nebraska (2 lots, 0.16069 acres). This property has 2 existing houses on one lot. This property is zoned R2 Low Density Residential Zone and is an addition to the City of Grand Island. 8. Final Plat – Leanman Acres Subdivision – Grand Island – Located west of North Road and south of Husker Highway in Hall County Nebraska within the 2 mile ETJ of Grand Island, Nebraska. (3 lots, 9.96 acres). This property is zoned LLR Large Lot Residential. 9. Final Plat – Farmstead South Subdivision – Grand Island – Located south of U.S. Highway 34 and west of Farmstead Road in Hall County within Grand Island’s 2 mile ETJ (2 lots, 6.916 acres). This property is zoned LLR Large Lot Residential. 10. Final Plat – Crane-View Third Subdivision – Doniphan – Located west of U.S. Highway 281 and south of Clarice Street in Doniphan, Nebraska (1 lots, 3.62 acres). This is a replat of Lot 1 of Crane-View Subdivision and will increase the size of the lot. The newly platted portion of this lot will be brought into the Village limits. The property is zoned HC Highway Commercial and GC General Commercial. A motion was made by Ruge and second by Rubio to approve all items on the consent agenda. The motion was carried with nine members voting in favor (O’Neill, Ruge, Nelson, Monter, Robb, Rubio, Hendricksen, Randone and Rainforth) with no members voting no. 11. Director’s Report. NPZA webinar will be available for 6 months Next Meeting November 4, 2020 O’Neill adjourned the meeting at 6:58 p.m. ___________________________________________ Leslie Ruge, Secretary By Norma Hernandez Grand Island Regular Meeting - 11/4/2020 Page 35 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item J1 Final Plat - Continental Gardens Second Subdivision - Grand Island Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 36 / 57 Grand Island Regular Meeting - 11/4/2020 Page 37 / 57 Grand Island Regular Meeting - 11/4/2020 Page 38 / 57 COLLEGE ST VIA COMO CHANTILLY STVIA COMOVIA COMOSTATE ST WRUEDECOLLEGE HANCOCK AVEPIPER STWESTSIDE STWEBB RD NContinentalGardens 2ndSubdivision PROPOSED SUBDIVISIONAERIAL MAP ® Scale: NONEFor Illustration Purposes Grand Island Regular Meeting - 11/4/2020 Page 39 / 57 S0°46'29"E 229.73'(M) 229.85'(P)S89°36'45"W 422.91'(M) 423'(P2,D)S00°47'46"E 239.55'(M)240.0'(P1) 240'(D)N89°38'52"E 423.06'(M) 423'(D) N89°37'23"E 423.14'(M)229.55'(M)10.00'(M) N89°38'52"E 447.21'(M) 447.0'(P1)N00°49'53"W 239.81'(M) 240'(D)10' ROAD RIGHT-OF-WAY DEDICATED WITH THIS PLAT LOT 1 WEBB ROADSTATE STREET COLLEGE STREET N89°35'14"E 291.58'(M) 291.55'(P) R=237.00'(M,P) Δ=13°46'54" L=57.01' CB=S83°28'54"E CH=56.87'(M) 56.88'(P)N41°11'39"E 214.77'(M) 214.81'(P)N00°49'11"W 387.06'(M) 387.08'(P)N89°36'28"E 540.03'(M) 540.01'(P)N01°29'47"W 214.20'(M) 214.00'(P)N89°05'26"W 1.07'(M) 1.00'(P) N01°46'18"W 5.98'(M) 6.00'(P) N54°28'32"W 17.03'(M) 17.20'(P) S89°33'51"W 1020.13'(M) 1020.07'(P)S0°46'29"E 229.73'(M) 229.85'(P)N89°38'52"E 24.15'(M,P)S00°49'46"E 234.70'(M)234.07'(P) 234.0'(P1)N88°35'56"W 18.14'(M) 18.18'(P) 18.0'(P1)S00°48'01"E 306.48'(M)306.45'(P) 306.37'(P1)N02°07'12"W 10.08'(M,P2) 10' UTILITY EASEMENT DEDICATED WITH THIS PLAT 10' UTILITY EASEMENT DEDICATED WITH THIS PLAT 25' ACCESS EASEMENT DEDICATED WITH THIS PLAT 12.5' N89°33'54"E 60.61'(M)S00°26'06"E 229.76'(M)N89°34'53"E 1318.70'(M) N89°38'52"E 447.21'(M) 447.0'(P1)N00°49'53"W 239.81'(M) 240'(D)438.45'(M)581.68'(M) 10' DRAINAGE EASEMENT DEDICATED WITH THIS PLAT 10' DRAINAGE EASEMENT LOT 1 LOT 2 POB FAX 308.384.8752 TEL 308.384.8750 201 East 2nd Street Grand Island, NE 68801MATCH LINE A-AMATCH LINE A-AOWNERS: PRINCIPAL LIFE INSURANCE CO SUBDIVIDER: PRINCIPAL LIFE INSURANCE CO SURVEYOR: OLSSON ENGINEER: OLSSON NUMBER OF LOTS: 2 A REPLAT OF ALL OF REPLAT OF BLOCK 3, CONTINENTAL GARDENS, AND A TRACT OF LAND CONSISTING OF PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW1/4, NW1/4) OF SECTION EIGHT (8), TOWNSHIP ELEVEN (11) NORTH, RANGE NINE (9) WEST OF THE 6TH P.M., ALL IN THE CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF REPLAT OF BLOCK 3, CONTINENTAL GARDENS, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S00°48'01"E, ALONG AN EAST LINE OF SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 306.48 FEET; THENCE N88°35'56"W, ALONG SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 18.14 FEET; THENCE S00°49'46"E, ALONG AN EAST LINE OF SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 234.70 FEET TO THE SOUTHWEST CORNER OF BLOCK 2, CONTINENTAL GARDENS; THENCE N89°38'52"E, ALONG THE SOUTH LINE OF BLOCK 2, CONTINENTAL GARDENS, A DISTANCE OF 447.21 FEET TO THE SOUTHEAST CORNER OF SAID BLOCK 2; THENCE S00°47'46"E, ALONG THE EAST LINE OF BLOCK 21, UNIVERSITY PLACE, A DISTANCE OF 239.55 FEET TO THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER (W1/2, NW 1/4) OF SECTION 8-T11N-R9W; THENCE S89°36'45"W, ALONG THE NORTH RIGHT-OF-WAY LINE OF STATE STREET, A DISTANCE OF 422.91 FEET; THENCE N02°07'12"W A DISTANCE OF 10.08 FEET TO THE SOUTHEAST CORNER, SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS; THENCE S89°33'51"W, ALONG SAID NORTH RIGHT-OF-WAY LINE AND ALSO BEING THE SOUTH LINE, SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 1020.13 FEET; THENCE N54°28'32"W, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 17.03 FEET; THENCE N01°46'18"W, ALONG THE EAST RIGHT-0F-WAY LINE OF WEBB ROAD, A DISTANCE OF 5.98 FEET; THENCE N89°05'26"W, ALONG SAID RIGHT-0F-WAY LINE, A DISTANCE OF 1.07 FEET; THENCE N01°29'47"W, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 214.20 FEET TO AN WESTERLY CORNER OF SAID REPLAT OF BLOCK 3 AND ALSO BEING ON SAID EAST RIGHT-OF-WAY LINE OF WEBB ROAD; THENCE N89°36'28"E, ALONG A SOUTH LINE OF BLOCK 4, CONTINENTAL GARDENS, A DISTANCE OF 540.03 FEET TO THE SOUTHEAST CORNER OF SAID BLOCK 4, CONTINENTAL GARDENS; THENCE N00°49'11"W, ALONG AN EAST LINE OF SAID BLOCK 4, A DISTANCE OF 387.06 FEET; THENCE N41°11'39"E, ALONG AN EAST LINE OF SAID BLOCK 4, A DISTANCE OF 214.77 FEET TO A POINT OF CURVATURE AND ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF COLLEGE STREET; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, IN A COUNTER CLOCKWISE DIRECTION, HAVING A DELTA ANGLE 13°46'54", HAVING A RADIUS OF 237.00 FEET, AND CHORD BEARING S83°28'54"E A DISTANCE OF 56.87 FEET; THENCE N89°35'14"E, ALONG SAID RIGHT-0F-WAY LINE, A DISTANCE OF 291.58 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINS A CALCULATED AREA OF 590689.01 SQUARE FEET OR 13.560 ACRES MORE OR LESS OF WHICH 0.097 ACRES IS NEW DEDICATED ROAD RIGHT-OF-WAY. PROPERTY LINE SECTION CORNER SECTION LINE SET CORNER (5/8"x24" REBAR W/CAP) MEASURED DISTANCEM P SUBDIVISION BOUNDARY LINE NEW PROPERTY LINE FOUND CORNER (AS NOTED) P1 P2 STORM SEWER LINE WATER LINE GAS LINE SANITARY SEWER LINE BUILDING LINE SIGN ELECTRIC MANHOLE WATER VALVE FIRE HYDRANT UNDERGROUND ELECTRIC ELECTRIC BOX TELEPHONE RISER STORM DRAIN MANHOLE SANITARY MANHOLE GRATE INLET ELECTRICAL RISER CABLE BOX ELECTRIC CABINET UNDERGROUND CABLE ELECTRIC VAULT WOODEN FENCE GAS RISER UNDERGROUND FIBER OPTIC WATER SPRINKLER VALVE PLATTED DISTANCE REPLAT OF BLOCK 3 CONTINENTAL GARDENS PLATTED DISTANCE CONTINENTAL GARDENS PLATTED DISTANCE ISLAND ACRES NUMBER 7 EASEMENT DISTANCEE Grand Island Regular Meeting - 11/4/2020 Page 40 / 57 WEBB ROADSTATE STREET COLLEGE STREET N89°35'14"E 291.58'(M) 291.55'(P) R=237.00'(M,P) Δ=13°46'54" L=57.01' CB=S83°28'54"E CH=56.87'(M) 56.88'(P)N41°11'39"E 214.77'(M) 214.81'(P)N00°49'11"W 387.06'(M) 387.08'(P)N89°36'28"E 540.03'(M) 540.01'(P)N01°29'47"W 214.20'(M) 214.00'(P)N89°05'26"W 1.07'(M) 1.00'(P) N01°46'18"W 5.98'(M) 6.00'(P) N54°28'32"W 17.03'(M) 17.20'(P) S89°33'51"W 1020.13'(M) 1020.07'(P)S00°49'46"E 234.70'(M)234.07'(P) 234.0'(P1)N88°35'56"W 18.14'(M) 18.18'(P) 18.0'(P1)S00°48'01"E 306.48'(M)306.45'(P) 306.37'(P1)N02°07'12"W 10.08'(M,P2) S89°36'45"W 422.91'(M) 423'(P2,D) 10' UTILITY EASEMENT DEDICATED WITH THIS PLAT 10' UTILITY EASEMENT DEDICATED WITH THIS PLAT 25' ACCESS EASEMENT DEDICATED WITH THIS PLAT 12.5' N89°33'54"E 60.61'(M)S00°26'06"E 229.76'(M)N89°34'53"E 1318.70'(M) N89°38'52"E 447.21'(M) 447.0'(P1) 10' ROAD RIGHT-OF-WAY 438.45'(M)581.68'(M) 10' DRAINAGE EASEMENT DEDICATED WITH THIS PLAT 10' DRAINAGE EASEMENT LOT 1 LOT 2 SOUTHWEST CORNER, WEST 1/2, NORTHWEST 1/4, SEC 8-T11N-R9W FOUND ALUMINUM CAP AT GRADE IN NORTH EDGE OF STATE STREET N 1.00' TO NORTH BACK OF CURB OF STATE STREET NE 34.25' TO 5/8" REBAR NE 10.75' TO MAG NAIL IN JOINT OF SIDEWALK NEAR CENTER OF WALK NW 10.12' TO MAG NAIL IN JOINT OF SIDEWALK, NEAR CENTER OF WALK SOUTHEAST CORNER, WEST 1/2, NORTHWEST 1/4, SEC 8-T11N-R9W FOUND 5/8" REBAR, 0.20' BELOW GRADE S 1.16' TO NORTH EDGE OF CONCRETE WALK ENE 5.04' TO 'X' NAILS IN SW FACE OF POWER POLE SSW 69.0' TO OPERATION NUT 2018 KENNEDY FIRE HYDRANT SW 11.85' TO CHISELED 'X' AT SE CORNER OF CONCRETE PAD FOR STORM SEWER JUNCTION BOX N 43.60' TO REDHEAD NAIL IN EAST FACE OF WOOD POST OWNERS: PRINCIPAL LIFE INSURANCE CO SUBDIVIDER: PRINCIPAL LIFE INSURANCE CO SURVEYOR: OLSSON ENGINEER: OLSSON NUMBER OF LOTS: 2 PROPERTY LINE SECTION CORNER SECTION LINE SET CORNER (5/8"x24" REBAR W/CAP OR AS NOTED) MEASURED DISTANCE PLATTED DISTANCE REPLAT OF BLOCK 3 CONTINENTAL GARDENS M P SUBDIVISION BOUNDARY LINE NEW PROPERTY LINE FOUND CORNER (AS NOTED) POB FAX 308.384.8752 TEL 308.384.8750 201 East 2nd Street Grand Island, NE 68801MATCH LINE A-APLATTED DISTANCE CONTINENTAL GARDENSP1 PLATTED DISTANCE ISLAND ACRES NUMBER 7P2 EASEMENT DISTANCEE Grand Island Regular Meeting - 11/4/2020 Page 41 / 57 N02°07'12"W 10.08'(M,P2) S89°36'45"W 422.91'(M) 423'(P2,D)S00°47'46"E 239.55'(M)240.0'(P1) 240'(D)N89°37'23"E 423.14'(M)229.55'(M)10.00'(M) N89°38'52"E 447.21'(M) 447.0'(P1) 10' ROAD RIGHT-OF-WAY DEDICATED WITH THIS PLAT LOT 1 A REPLAT OF ALL OF REPLAT OF BLOCK 3, CONTINENTAL GARDENS, AND A TRACT OF LAND CONSISTING OF PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW1/4, NW1/4) OF SECTION EIGHT (8), TOWNSHIP ELEVEN (11) NORTH, RANGE NINE (9) WEST OF THE 6TH P.M., ALL IN THE CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF REPLAT OF BLOCK 3, CONTINENTAL GARDENS, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S00°48'01"E, ALONG AN EAST LINE OF SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 306.48 FEET; THENCE N88°35'56"W, ALONG SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 18.14 FEET; THENCE S00°49'46"E, ALONG AN EAST LINE OF SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 234.70 FEET TO THE SOUTHWEST CORNER OF BLOCK 2, CONTINENTAL GARDENS; THENCE N89°38'52"E, ALONG THE SOUTH LINE OF BLOCK 2, CONTINENTAL GARDENS, A DISTANCE OF 447.21 FEET TO THE SOUTHEAST CORNER OF SAID BLOCK 2; THENCE S00°47'46"E, ALONG THE EAST LINE OF BLOCK 21, UNIVERSITY PLACE, A DISTANCE OF 239.55 FEET TO THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER (W1/2, NW 1/4) OF SECTION 8-T11N-R9W; THENCE S89°36'45"W, ALONG THE NORTH RIGHT-OF-WAY LINE OF STATE STREET, A DISTANCE OF 422.91 FEET; THENCE N02°07'12"W A DISTANCE OF 10.08 FEET TO THE SOUTHEAST CORNER, SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS; THENCE S89°33'51"W, ALONG SAID NORTH RIGHT-OF-WAY LINE AND ALSO BEING THE SOUTH LINE, SAID REPLAT OF BLOCK 3, CONTINENTAL GARDENS, A DISTANCE OF 1020.13 FEET; THENCE N54°28'32"W, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 17.03 FEET; THENCE N01°46'18"W, ALONG THE EAST RIGHT-0F-WAY LINE OF WEBB ROAD, A DISTANCE OF 5.98 FEET; THENCE N89°05'26"W, ALONG SAID RIGHT-0F-WAY LINE, A DISTANCE OF 1.07 FEET; THENCE N01°29'47"W, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 214.20 FEET TO AN WESTERLY CORNER OF SAID REPLAT OF BLOCK 3 AND ALSO BEING ON SAID EAST RIGHT-OF-WAY LINE OF WEBB ROAD; THENCE N89°36'28"E, ALONG A SOUTH LINE OF BLOCK 4, CONTINENTAL GARDENS, A DISTANCE OF 540.03 FEET TO THE SOUTHEAST CORNER OF SAID BLOCK 4, CONTINENTAL GARDENS; THENCE N00°49'11"W, ALONG AN EAST LINE OF SAID BLOCK 4, A DISTANCE OF 387.06 FEET; THENCE N41°11'39"E, ALONG AN EAST LINE OF SAID BLOCK 4, A DISTANCE OF 214.77 FEET TO A POINT OF CURVATURE AND ALSO BEING THE SOUTH RIGHT-OF-WAY LINE OF COLLEGE STREET; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE, IN A COUNTER CLOCKWISE DIRECTION, HAVING A DELTA ANGLE 13°46'54", HAVING A RADIUS OF 237.00 FEET, AND CHORD BEARING S83°28'54"E A DISTANCE OF 56.87 FEET; THENCE N89°35'14"E, ALONG SAID RIGHT-0F-WAY LINE, A DISTANCE OF 291.58 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINS A CALCULATED AREA OF 590689.01 SQUARE FEET OR 13.560 ACRES MORE OR LESS OF WHICH 0.097 ACRES IS NEW DEDICATED ROAD RIGHT-OF-WAY. I HEREBY CERTIFY THAT ON _____________________________, 2020, I COMPLETED AN ACCURATE SURVEY, UNDER MY PERSONAL SUPERVISION, OF A TRACT OF LAND CONSISTING OF A REPLAT OF ALL OF REPLAT OF BLOCK 3, CONTINENTAL GARDENS, AND A TRACT OF LAND CONSISTING OF PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW1/4, NW1/4) OF SECTION EIGHT (8), TOWNSHIP ELEVEN (11) NORTH, RANGE NINE (9) WEST OF THE 6TH P.M., ALL IN THE CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA, AS SHOWN ON THE ACCOMPANYING PLAT THEREOF; THAT IRON MARKERS, EXCEPT WHERE INDICATED, WERE FOUND AT ALL CORNERS; THAT THE DIMENSIONS ARE AS SHOWN ON THE PLAT; AND THAT SAID SURVEY WAS MADE WITH REFERENCE TO KNOWN AND RECORDED MONUMENTS. ___________________________________________________ JESSE E. HURT, REGISTERED LAND SURVEYOR NUMBER, LS-674 KNOW ALL MEN BY THESE PRESENTS, THAT PRINCIPAL LIFE INSURANCE COMPANY, AN IOWA CORPORATION, BEING THE OWNERS OF THE LAND DESCRIBED HEREON, HAVE CAUSED SAME TO BE SURVEYED, SUBDIVIDED, PLATTED AND DESIGNATED AS "" A REPLAT OF ALL OF REPLAT OF BLOCK 3, CONTINENTAL GARDENS, AND A TRACT OF LAND CONSISTING OF PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER (SW1/4, NW1/4) OF SECTION EIGHT (8), TOWNSHIP ELEVEN (11) NORTH, RANGE NINE (9) WEST OF THE 6TH P.M., ALL IN THE CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA, AS SHOWN ON THE ACCOMPANYING PLAT THEREOF AND DO HEREBY DEDICATE THE ROAD RIGHT OF WAY, AS SHOWN THEREON TO THE PUBLIC FOR THEIR USE FOREVER: AND HEREBY DEDICATE THE EASEMENTS, AS SHOWN THEREON TO THE PUBLIC FOR THEIR USE FOREVER FOR THE LOCATION, CONSTRUCTION AND MAINTENANCE FOR PUBLIC SERVICE UTILITIES, TOGETHER WITH THE RIGHTS OF INGRESS AND EGRESS HERETO, AND HEREBY PROHIBITING THE PLANTING OF TREES, BUSHES AND SHRUBS, OR PLACING OTHER OBSTRUCTIONS UPON, OVER, ALONG OR UNDERNEATH THE SURFACE OF SUCH EASEMENTS; AND THAT THE FOREGOING SUBDIVISION AS MORE PARTICULARLY DESCRIBED IN THE DESCRIPTION HEREON AS APPEARS ON THIS PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS AND PROPRIETORS. IN WITNESS WHEREOF, I HAVE AFFIXED MY SIGNATURE HERETO, AT____________________ (CITY) , ____________________ (STATE) THIS ____ DAY OF ____________________, 2020. _____________________________________ WILLIAM G. JOHNSON, ASSISTANT DIRECTOR PRINCIPAL LIFE INSURANCE COMPANY, AN IOWA CORPORATION ON THIS ____ DAY OF ___________, 2020, BEFORE ME ____________________________, A NOTARY PUBLIC WITHIN AND FOR SAID COUNTY, PERSONALLY APPEARED WILLIAM G. JOHNSON, ASSISTANT DIRECTOR , PRINCIPAL LIFE INSURANCE COMPANY, AN IOWA CORPORATION, TO ME PERSONALLY KNOWN TO BE THE IDENTICAL PERSON WHOSE SIGNATURE IS AFFIXED HERETO AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS VOLUNTARY ACT AND DEED. IN WITNESS WHEREOF, I HAVE HEREUNTO SUBSCRIBED MY NAME AND AFFIXED MY OFFICIAL SEAL AT ____________________ (CITY) , ____________________ (STATE), ON THE DATE LAST ABOVE WRITTEN. MY COMMISSION EXPIRES ___________ _____________________________ NOTARY PUBLIC FAX 308.384.8752 TEL 308.384.8750 201 East 2nd Street Grand Island, NE 68801 SUBMITTED TO AND APPROVED BY THE REGIONAL PLANNING COMMISSION OF HALL COUNTY, CITIES OF GRAND ISLAND, WOOD RIVER, AND THE VILLAGES OF ALDA, CAIRO, AND DONIPHAN, NEBRASKA. _______________________________ __________ CHAIRPERSON DATE APPROVED AND ACCEPTED BY THE CITY OF GRAND ISLAND, NEBRASKA THIS _______ DAY OF _______________________ , 2020. _______________________________ MAYOR _______________________________ CITY CLERKMATCH LINE A-AGrand Island Regular Meeting - 11/4/2020 Page 42 / 57 Grand IslandRegular Meeting - 11/4/2020Page 43 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item J2 Final Plat - Bosselman Crossing - Grand Island Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 44 / 57 WOODLAN DCIRKNOTT AVE SOUTH WOODLAND DR ARLENE AVEUS HIGHWAY 34 W TRI STLAKE ST RAMADA RD US HIGHWAY 34 E LOCUST ST SUS HIGHWAY 34 E US HIGHWAY 34 W W B USHIGHWAY34ETONBLOCUST ST S RAMP BosselmanCrossingSubdivision PROPOSED SUBDIVISIONAERIAL MAP ® Scale: NONEFor Illustration Purposes Grand Island Regular Meeting - 11/4/2020 Page 45 / 57 LOT 2LOT 1N89°47'28"E 275.86'(M,P) 76.79'(M,P)S24°06'54"ES11°20'31"E 166.83'(M,P)S02°13'08"E 176.89'(M,P)S02°13'08"E110.36'(M,P)110.34'(D1)111.27'(R1)S45°06'15"W33.87'(M,P)34.76'(D1)33.95'(R1)S89°57'59"W 210.43'(M,P)N00°12'32"W 166.63'(M,P)R=193.00'(M,P)Δ=60°24'00"L=203.46'(M,P)CB=N30°24'32"WCH=194.17'(M,P)N29°23'27"E53.19'(M,P)R=75.00'(M,P)Δ=65°02'42"L=85.14'(M,P)CB=N32°43'53"WCH=80.64'(M,P)95.45'(M,P)N00°12'32"W S00°02'01"E 185.20'(M)S89°57'59"W97.05'(M)N51°16'40"W34.13'(M)167.52'108.34'A REPLAT OF ALL OF LOT 2, KING'S CROSSING SUBDIVISION, IN THE CITY OF GRAND ISLAND, HALLCOUNTY, NEBRASKA. SAID TRACT CONTAINS A CALCULATED AREA OF 144199.64 SQUARE FEETOR 3.310 ACRES MORE OR LESS.FAX 308.384.8752TEL 308.384.8750201 East 2nd StreetGrand Island, NE 68801OWNERS: BOSSELMAN PUMP & PANTRY INCSUBDIVIDER: BOSSELMAN PUMP & PANTRY INCSURVEYOR: OLSSONENGINEER: OLSSONNUMBER OF LOTS: 2NOTE:THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYORMAKES NO GUARANTEES THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THESURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYORDOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLYLOCATED THE UNDERGROUND UTILITIES.Grand IslandRegular Meeting - 11/4/2020Page 46 / 57 LOT 2LOT 1N89°47'28"E 275.86'(M,P) 76.79'(M,P)S24°06'54"ES11°20'31"E 166.83'(M,P)S02°13'08"E 176.89'(M,P)S02°13'08"E110.36'(M,P)110.34'(D1)111.27'(R1)S45°06'15"W33.87'(M,P)34.76'(D1)33.95'(R1)S89°57'59"W 210.43'(M,P)N00°12'32"W 166.63'(M,P)R=193.00'(M,P)Δ=60°24'00"L=203.46'(M,P)CB=N30°24'32"WCH=194.17'(M,P)N29°23'27"E53.19'(M,P)R=75.00'(M,P)Δ=65°02'42"L=85.14'(M,P)CB=N32°43'53"WCH=80.64'(M,P)95.45'(M,P)N00°12'32"W S00°02'01"E 185.20'(M)S89°57'59"W97.05'(M)N51°16'40"W34.13'(M)167.52'108.34'OWNERS: BOSSELMAN PUMP & PANTRY INCSUBDIVIDER: BOSSELMAN PUMP & PANTRY INCSURVEYOR: OLSSONENGINEER: OLSSONNUMBER OF LOTS: 2A REPLAT OF ALL OF LOT 2, KING'S CROSSING SUBDIVISION, IN THE CITY OF GRAND ISLAND,HALL COUNTY, NEBRASKA. SAID TRACT CONTAINS A CALCULATED AREA OF 144199.64SQUARE FEET OR 3.310 ACRES MORE OR LESS.I HEREBY CERTIFY THAT ON ______________________, 2020, I COMPLETED AN ACCURATE SURVEY, UNDER MY PERSONAL SUPERVISION, OF AREPLAT OF ALL OF LOT 2, KING'S CROSSING SUBDIVISION, IN THE CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA, AS SHOWN ON THEACCOMPANYING PLAT THEREOF; THAT IRON MARKERS, EXCEPT WHERE INDICATED, WERE FOUND AT ALL CORNERS; THAT THE DIMENSIONS AREAS SHOWN ON THE PLAT; AND THAT SAID SURVEY WAS MADE WITH REFERENCE TO KNOWN AND RECORDED MONUMENTS.________________________________________________________JAI JASON ANDRIST, REGISTERED LAND SURVEYOR NUMBER, LS-630KNOW ALL MEN BY THESE PRESENTS, THAT BOSSELMAN PUMP & PANTRY INC., BEING THE OWNERS OF THE LAND DESCRIBED HEREON, HAVECAUSED SAME TO BE SURVEYED, SUBDIVIDED, PLATTED AND DESIGNATED AS " A REPLAT OF ALLOF LOT 2, KING'S CROSSING SUBDIVISION, IN THE CITY OF GRAND ISLAND, HALL COUNTY, NEBRASKA, AS SHOWN ON THE ACCOMPANYING PLATTHEREOF; AND THAT THE FOREGOING SUBDIVISION AS MORE PARTICULARLY DESCRIBED IN THE DESCRIPTION HEREON AS APPEARS ON THIS PLATIS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS AND PROPRIETORS.IN WITNESS WHEREOF, I HAVE AFFIXED MY SIGNATURE HERETO, AT ________________, NEBRASKA,THIS ____ DAY OF ____________, 2020.BOSSELMAN PUMP & PANTRY INC.BY:______________________________________ CHARLES D. BOSSELMAN, Jr., CHAIRMAN & CEOON THIS ______ DAY OF _________________, 2020, BEFORE ME ________________________, A NOTARY PUBLIC WITHIN AND FOR SAIDCOUNTY, PERSONALLY APPEARED CHARLES D. BOSSELMAN, Jr., CHAIRMAN & CEO, BOSSELMAN PUMP & PANTRY INC., TO ME PERSONALLYKNOWN TO BE THE IDENTICAL PERSON WHOSE SIGNATURE IS AFFIXED HERETO AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HISVOLUNTARY ACT AND DEED. IN WITNESS WHEREOF, I HAVE HEREUNTO SUBSCRIBED MY NAME AND AFFIXED MY OFFICIAL SEAL AT________________ , NEBRASKA, ON THE DATE LAST ABOVE WRITTEN.MY COMMISSION EXPIRES ________________________________________NOTARY PUBLICSUBMITTED TO AND APPROVED BY THE REGIONAL PLANNING COMMISSION OF HALL COUNTY, CITIESOF GRAND ISLAND, WOOD RIVER, AND THE VILLAGES OF ALDA, CAIRO, AND DONIPHAN, NEBRASKA._______________________________ __________CHAIRPERSON DATEAPPROVED AND ACCEPTED BY THE CITY OF GRAND ISLAND, NEBRASKATHIS ____ DAY OF ______ , 2020._______________________________MAYOR_______________________________CITY CLERKPROPERTY LINE LINESET CORNER(5/8"x24" REBAR W/CAP OR AS NOTED)MEASURED DISTANCEMSUBDIVISION LINEFOUND CORNER (5/8" REBAR w/CAP OR AS NOTED) RECORDED DISTANCE T.J. AITKEN SURVEY 2001R1PLATTED DISTANCE KING'S CROSSING SUBPDEEDED DISTANCE INST 97-108720D1EASEMENT LINEFAX 308.384.8752TEL 308.384.8750201 East 2nd StreetGrand Island, NE 68801Grand IslandRegular Meeting - 11/4/2020Page 47 / 57 Grand IslandRegular Meeting - 11/4/2020Page 48 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item J3 Final Plat - Bosselville Sixth Subdivision Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 49 / 57 US HIGHWAY 281 SWOOD RIVER RD W BOSSELMAN AVEUS HIGHWAY 281 SBosselville 6thSubdivision PROPOSED SUBDIVISIONAERIAL MAP ® Scale: NONEFor Illustration Purposes Grand Island Regular Meeting - 11/4/2020 Page 50 / 57 N89°21'41"E 287.73'(M,P) LOT 5 LOT 1 S01°05'01"E 959.41'(M)LOT 2 LOT 3 LOT 4 C2 S00°19'15"E 957.60'(M,P)S88°56'21"W 400.50'(M,P,P1) S01°04'22"E 5.00'(M,P,P1) S88°55'36"W 412.65'(M,P) 412.64'(P1)C1N01°05'01"W 598.78''(M,P)222.29'(M)N01°05'01"W 717.39'(M)C6C7N01°05'01"W 717.36'(M)C5359.18'(M)200.02'(M)200.02'(M)198.38'(M)N88°56'21"E 214.33'(M) N88°56'21"E 216.99'(M) N88°56'21"E 200.16'(M)359.15'(M)200.00'(M)158.24'(M)120.95'(M)70'(M)209.55'(M) 70' ROAD RIGHT-OF-WAY DEDICATED WITH THIS PLAT R54.5' RGHT-OF-WAY DEDICATED WITH THIS PLAT R54.5' S88°56'21"W 35.00'(M)S88°56'21"W 35.00'(M)N01°05'01"W 717.36'(M)C4 65.44'(M) CURVE TABLE FAX 308.384.8752 TEL 308.384.8750 201 East 2nd Street Grand Island, NE 68801 SUBDIVISION BOUNDARY LINE SET CORNER (5/8"x24" REBAR W/CAP) MEASURED DISTANCE RECORDED DISTANCE BOSSELVILLE FIFTH SUB M P EXISTING EASEMENT LINE EXISTING PROPERTY LINE FOUND CORNER (5/8" REBAR OR AS NOTED) PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE A REPLAT OF ALL OF LOTS 2 AND 3, BOSSELVILLE FIFTH SUBDIVISION, HALL COUNTY, NEBRASKA . SAID TRACT CONTAINS A CALCULATED AREA OF 721,946.40 SQUARE FEET OR 16.574 ACRES MORE OR LESS OF WHICH 1.353 ACRES IS NEW DEDICATED ROAD RIGHT-OF-WAY. RECORDED DISTANCE BOSSELVILLE SUBP1 NOTE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Grand Island Regular Meeting - 11/4/2020 Page 51 / 57 N89°21'41"E 287.73'(M,P) LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 C2 S00°19'15"E 957.60'(M,P)S88°56'21"W 400.50'(M,P,P1) S01°04'22"E 5.00'(M,P,P1) S88°55'36"W 412.65'(M,P) 412.64'(P1)C1N01°05'01"W 598.78''(M,P)222.29'(M)N01°05'01"W 717.39'(M)C6C7N01°05'01"W 717.36'(M)C5359.18'(M)200.02'(M)200.02'(M)198.38'(M)N88°56'21"E 214.33'(M) N88°56'21"E 216.99'(M) N88°56'21"E 200.16'(M)359.15'(M)200.00'(M)158.24'(M)120.95'(M)70'(M)209.55'(M) 70' ROAD RIGHT-OF-WAY DEDICATED WITH THIS PLAT R54.5' RGHT-OF-WAY DEDICATED WITH THIS PLAT R54.5' 65.44'(M) CURVE TABLE SUBDIVISION BOUNDARY LINE SET CORNER (5/8"x24" REBAR W/CAP) MEASURED DISTANCE RECORDED DISTANCE BOSSELVILLE FIFTH SUB M P EXISTING EASEMENT LINE EXISTING PROPERTY LINE FOUND CORNER (5/8" REBAR OR AS NOTED) PROPOSED PROPERTY LINE FAX 308.384.8752 TEL 308.384.8750 201 East 2nd Street Grand Island, NE 68801 A REPLAT OF ALL OF LOTS 2 AND 3, BOSSELVILLE FIFTH SUBDIVISION, HALL COUNTY, NEBRASKA . SAID TRACT CONTAINS A CALCULATED AREA OF 721,946.40 SQUARE FEET OR 16.574 ACRES MORE OR LESS OF WHICH 1.353 ACRES IS NEW DEDICATED ROAD RIGHT-OF-WAY. I HEREBY CERTIFY THAT ON ______________________, 2020, I COMPLETED AN ACCURATE SURVEY, UNDER MY PERSONAL SUPERVISION, OF A REPLAT OF ALL OF LOTS 2 AND 3, BOSSELVILLE FIFTH SUBDIVISION, HALL COUNTY, NEBRASKA, AS SHOWN ON THE ACCOMPANYING PLAT THEREOF; THAT IRON MARKERS, EXCEPT WHERE INDICATED, WERE FOUND AT ALL CORNERS; THAT THE DIMENSIONS ARE AS SHOWN ON THE PLAT; AND THAT SAID SURVEY WAS MADE WITH REFERENCE TO KNOWN AND RECORDED MONUMENTS. _______________________________________________________ JAI JASON ANDRIST, REGISTERED LAND SURVEYOR NUMBER, LS-630 KNOW ALL MEN BY THESE PRESENTS, THAT BOSSELMAN, INC., A NEBRASKA CORPORATION, BEING THE OWNER OF THE LAND DESCRIBED HEREON, HAVE CAUSED SAME TO BE SURVEYED, SUBDIVIDED, PLATTED AND DESIGNATED AS " BEING A REPLAT OF ALL OF LOTS 2 AND 3, BOSSELVILLE FIFTH SUBDIVISION, HALL COUNTY, NEBRASKA, AS SHOWN ON THE ACCOMPANYING PLAT THEREOF AND DO HEREBY DEDICATE THE ROAD RIGHT OF WAY, AS SHOWN THEREON TO THE PUBLIC FOR THEIR USE FOREVER: AND HEREBY DEDICATE THE EASEMENTS, AS SHOWN THEREON TO THE PUBLIC FOR THEIR USE FOREVER FOR THE LOCATION, CONSTRUCTION AND MAINTENANCE FOR PUBLIC SERVICE UTILITIES, TOGETHER WITH THE RIGHTS OF INGRESS AND EGRESS HERETO, AND HEREBY PROHIBITING THE PLANTING OF TREES, BUSHES AND SHRUBS, OR PLACING OTHER OBSTRUCTIONS UPON, OVER, ALONG OR UNDERNEATH THE SURFACE OF SUCH EASEMENTS; AND THAT THE FOREGOING SUBDIVISION AS MORE PARTICULARLY DESCRIBED IN THE DESCRIPTION HEREON AS APPEARS ON THIS PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS AND PROPRIETORS. IN WITNESS WHEREOF, I HAVE AFFIXED MY SIGNATURE HERETO, AT ________________, NEBRASKA, THIS ____ DAY OF ____________, 2020. BOSSELMAN, INC., A NEBRASKA CORPORATION BY:______________________________________ CHARLES D. BOSSELMAN, Jr., CHAIRMAN & CEO ON THIS ____ DAY OF ___________, 2019, BEFORE ME ________________________, A NOTARY PUBLIC WITHIN AND FOR SAID COUNTY, PERSONALLY APPEARED CHARLES D. BOSSELMAN, Jr., CHAIRMAN & CEO, BOSSELMAN, INC., A NEBRASKA CORPORATION, TO ME PERSONALLY KNOWN TO BE THE IDENTICAL PERSON WHOSE SIGNATURE IS AFFIXED HERETO AND ACKNOWLEDGED THE EXECUTION THEREOF TO BE HIS VOLUNTARY ACT AND DEED. IN WITNESS WHEREOF, I HAVE HEREUNTO SUBSCRIBED MY NAME AND AFFIXED MY OFFICIAL SEAL AT ________________ , NEBRASKA, ON THE DATE LAST ABOVE WRITTEN. MY COMMISSION EXPIRES ___________ _____________________________ NOTARY PUBLIC SUBMITTED TO AND APPROVED BY THE REGIONAL PLANNING COMMISSION OF HALL COUNTY, CITIES OF GRAND ISLAND, WOOD RIVER, AND THE VILLAGES OF ALDA, CAIRO, AND DONIPHAN, NEBRASKA. _______________________________ __________ CHAIRPERSON DATE APPROVED AND ACCEPTED BY THE CITY OF GRAND ISLAND, NEBRASKA THIS ____ DAY OF ______ , 2020. _______________________________ MAYOR _______________________________ CITY CLERK APPROVED AND ACCEPTED BY THE HALL COUNTY BOARD OF SUPERVISORS THIS _____ DAY OF ____________ , 2020. __________________________ CHAIRPERSON __________________________ COUNTY CLERK RECORDED DISTANCE BOSSELVILLE SUBP1 Grand Island Regular Meeting - 11/4/2020 Page 52 / 57 Grand IslandRegular Meeting - 11/4/2020Page 53 / 57 Hall County Regional Planning Commission Wednesday, November 4, 2020 Regular Meeting Item J4 Final Plat - NCC - 1701B Subdivision - Grand Island Staff Contact: Grand Island Regular Meeting - 11/4/2020 Page 54 / 57 SAINT PATRICK AVE O GRADY ST KELLY ST OLD HIGHWAY 2 W O FLANNAGAN STWEBB RD NNCC-1701BSubdivision PROPOSED SUBDIVISIONAERIAL MAP ® Scale: NONEFor Illustration Purposes Grand Island Regular Meeting - 11/4/2020 Page 55 / 57 Grand Island Regular Meeting - 11/4/2020 Page 56 / 57 Grand Island Regular Meeting - 11/4/2020 Page 57 / 57