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Page 1 of 4 Town Board Agenda posted at Greenville Town Hall, Greenville Post Office, Town Website ( www.townofgreenville.com ) and em ailed to Rachel Rausch. This is a public m eeting. As such, a quorum of the Town Board, Plan Com m ission, Park Com m ission, Board of Appeals, or other Town com m ittee m ay be in attendance. However, the only business to be conducted is for the Town Board. TOWN BOARD MEETING AGENDA DATE: TIME: LOCATION: Monday, April 22, 2019 Immediately Following Sanitary District #2 Greenville Town Hall, W6860 Parkview Drive, Greenville, WI 54942 OPENING: 1. CALL TO ORDER/ROLL CALL 2. PLEDGE OF ALLEGIANCE PRESENTATIONS & PUBLIC FORUM: 3. PUBLIC HEARINGS: 4. PRESENTATIONS: 4.a. Spring 2019 Road Conditions Report 19.04.22 Roadway Conditions.pdf 5. PUBLIC COMMENT FORUM: Members of the public are welcome to address the Town Board. Individuals wishing to speak on an item (whether on the agenda or not) must sign in prior to the start of the meeting and may speak during the Public Comment Forum segment of the meeting. This segment is placed early in the agenda so the public may make their comments prior to any discussion or action by the Town Board. Individual comments are limited to no more than three minutes each. The Public Input section is limited to a total of 15 minutes. Once the public input segment ends there will be no additional discussion from the audience. The Town Board may suspend this rule if deemed necessary. 1 Page 2 of 4 Town Board Agenda posted at Greenville Town Hall, Greenville Post Office, Town Website ( www.townofgreenville.com ) and em ailed to Rachel Rausch. This is a public m eeting. As such, a quorum of the Town Board, Plan Com m ission, Park Com m ission, Board of Appeals, or other Town com m ittee m ay be in attendance. However, the only business to be conducted is for the Town Board . Note regarding non-agenda Town related matters: Pursuant to WI Statutes 19.83(2) and 19.84(2), the public may present matters; however, they cannot be discussed or acted upon until specific notice of the subject matter of the proposed action can be given. TOWN BOARD BUSINESS AGENDA: Notice is hereby given that the Greenville Town Board may take action on any item listed within this agenda. 6. CONSENT AGENDA Items on the Consent Agenda are routine in nature and require one motion to approve all items listed. Prior to voting on the Consent Agenda, items on the Consent Agenda may be removed at the request of any Supervisor and considered immediately following the motion to approve the other items on the Consent Agenda. 6.a. Six-month Class “B” Beer License Application of Greenville Youth Sports, Ryan Paschke, Agent, Community Park. Approve 6.b. Temporary Class "B" Beer License for Fox Cities Gargoyles Rugby Club, John Walt, Person In Charge, Greenville Lions Park, May 11 and September 7, 2019 from 7:00 a.m. to 7:00 p.m. 6.c. Approval of Special Event Applications: -- St. Mary's Oktoberfest -- Fox Valley Humane Association Bark in the Park -- Immanuel Lutheran I-Run -- HASD Color Run PRF Agenda Item - Special Event Applications.pdf 6.d. Free Facility Use Policy - Addition of Fox Valley Humane Association PRF Agenda Item - Free Facility Use Policy.pdf 7. PLAN COMMISSION RECOMMENDATIONS AND DEVELOPMENT PROJECTS FOR DISCUSSION & POSSIBLE ACTION: 7.a. Consider/Discuss/Act on Resolution 19-19 Special Exception for Automotive Sales and Repair for Greenville Auto & RV parcels 110014207, 110014208, 110014210, 110014211 7a _Res 19-19 Greenville Auto.pdf 2 Page 3 of 4 Town Board Agenda posted at Greenville Town Hall, Greenville Post Office, Town Website ( www.townofgreenville.com ) and em ailed to Rachel Rausch. This is a public m eeting. As such, a quorum of the Town Board, Plan Com m ission, Park Com m ission, Board of Appeals, or other Town com m ittee m ay be in attendance. However, the only business to be conducted is for the Town Board . 7.b. Consider/Discuss/Act on Resolution 32-19 Rezoning Parcel 110086203 from General Commercial to Industrial 7b_Resolution 32-19 Rezoning Parcel 110086203 GC to Ind.pdf 7.c. Consider/Discuss/Act on Resolution 34-19 Special Exception for a Gas Regulator for WE Energies 7c_Res 34-19 WE Energies Gas Regulator.pdf 7.d. Consider/Discuss/Act on Ordinance 03-19 Chapter 204 Article II Town Functional Road Classification System 7d_Ord 03-19 Roads.pdf 7.e. Consider/Discuss/Act on Resolution 27-19 Jennerjohn Field of Dreams Development Agreement for Phase 1 7e&f_Res 27-19 & 28-19 Jennerjohn DAs.pdf 7.f. Consider/Discuss/Act on Resolution 28-19 Jennerjohn Field of Dreams Development Agreement for Phase 2 7e&f_Res 27-19 & 28-19 Jennerjohn DAs.pdf 8. UNFINISHED BUSINESS FOR DISCUSSION & POSSIBLE ACTION: 9. NEW BUSINESS FOR DISCUSSION & POSSIBLE ACTION: 9.a. Acquisition of Right of Way from Town of Greenville for CTH CB & Atlantis Roundabout 19.04.22 CTH CB and Atlantis Roundabout Right of Way.pdf 9.b. Agreement for Professional Services with Ehlers to prepare Tax Incremental Finance District Annual Report. TID Reporting Engagement Letter.pdf Ehlers TID Reporting Summary_2019.pdf 9.c. Relocation of Telecommunication Utilities with ATT&T for Greenville Fire and Safety Building. ATT ACTUAL COST INVOICE ATTACHED CR 200200 PROJECT A01KKWK.pdf 9.d. Professional Services Agreement with Moss & Associates for Appraisal and Acquisition of Public Right-of-Way for Tax Incremental Finance District #1. Moss & Associates Proposal For Appraisal and Acquisition Services to Town of Greenville Design Drive Extension.pdf 3 Page 4 of 4 Town Board Agenda posted at Greenville Town Hall, Greenville Post Office, Town Website ( www.townofgreenville.com ) and em ailed to Rachel Rausch. This is a public m eeting. As such, a quorum of the Town Board, Plan Com m ission, Park Com m ission, Board of Appeals, or other Town com m ittee m ay be in attendance. However, the only business to be conducted is for the Town Board . 9.e. Fox Cities Regional Partnership Funding Request Pledge Letter 20180401.pdf 9.f. Proclamation RU4-15 Supporting the Reconstruction of the State Highway 15 Bypass Project Proclamation RU4 - 15 - Keeping Highway 15 Bypass Project on Schedule.pdf 9.g. Operator's License Application Fee TB - Fox Valley Area Operator License Fees and Schedule.docx TB - Comparison Evidence and Proposal.docx 9.h. CTH CA "Town of Greenville" sign CLOSED SESSION: a. Motion to go into Closed Session: i. Pursuant to Wis. Stat. sec. 19.85(1)(e) to deliberate or negotiate the purchase of public property, investment of public funds, or conducting other specified public business when competitive or bargaining reasons require a closed session, more specifically for acquisition of property for a yard waste compost facility. b. Reconvene to Open Session: Possible Town Board Action on Items Discussed in Closed Session. CLOSING: 10. ANNOUNCEMENTS & FUTURE MEETING DATES: 11. ADJOURNMENT 4 Pa ge 1 of 5 MEETING: Town Board AGENDA ITEM #: __________ DATE: April 22 2019 ACTION TYPE: Informational “To wn of Greenville” AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Brian Rickert, Public Works Director Date: 4/ 10/2019 RE: Roadway Conditions Update ACTION TYPE: This item is for informational use only. BACKGROUND & SUMMARY: The winter of 2018 – 2019 had a very negative impact on the roads throughout Town. Multiple sections of roadway were in good condition until the spring thaw of 2019 came about. A perfect example of this would be approximately a 100’ section of Manley Road mid-block between Spring Road and Hillview Road. This section of roadway was in good condition but deteriorated very quickly due to having only 2” of asphalt and limited to no road base material. There was locations that the clay beneath the roadway was actually pumping through the pavement. Also in this location, there are no ditches to allow for drainage of the road base, this leaves the base supersaturated. Th ere was also four large locations in the Farms at South Creek South Subdivision where the final asphalt surface was approximately only 1” thick and was placed on 2” to 3” of compacted reclaimed (pulverized) asphalt. This project was originally scoped to be a pulverize and pave for a construction to occur in 2020. After seeing the sub-grade condition, the roadway will most likely require a complete reconstruct. During this reconstruct, we will have the ability to remove the clay that is not stable and install a quality roadbed that provides structure for the pavement. It has become very apparent that many of the developments or roadway projects had limited to no quality control or verification. With the addition of an Engineering Technician and with support from Cedar this summer, we will have a better handle on the installation of the infrastructure. This will be a new process for developers because they will get charged for the inspection costs but it is needed. We have been seeing premature failure of infrastructure due to lack of quality. STAFF RECOMMENDATION: Staff would like Town Board to be aware of the work and expense that is occurring due to inadequate construction practices and poor quality control. POLICY/PLAN REFERENCE(S): N/A 5 TB - 4a Town of Greenville Page 2 of 5 FISCAL IMPACT: Is there a fiscal impact? Yes, ~$20,000 Is it currently budgeted or planned? NO Amount budgeted: $0 Account #: 100-5331-340 Attachments: 1. 2 Photos from Manley Road 2. 3 Photos from South Creek Drive 6 Town of Greenville Page 3 of 5 Manley Road Southbound (between Hillview Road and Spring Road) 7 Town of Greenville Page 4 of 5 South Creek Drive (School Road to Termini) 8 Town of Greenville Page 5 of 5 9 Page 1 of 1 MEETING: Town Board AGENDA ITEM #: __________ DATE: April 22, 2019 ACTION TYPE: Approval/Denial “Town of Greenville” AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Tony Nowak, Director of Parks, Recreation and Forestry Date: April 17, 2019 RE: Special Event Applications ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: Staff have reviewed the following special event applications and are recommending Town Board approval: 1. St. Mary’s Oktoberfest – This event held by St. Mary’s Church has been held at Lions Park in previous years. We have not had any issues with the event. 2. Fox Valley Humane Association Bark in the Park – This event has been held in the past without issue. They are requesting waiving of the fee. 3. Immanuel Lutheran I-run – This event has been held in the past without issue. 4. HASD Color Run – This is the second year of this event. We did not have any issues with this event last year. STAFF RECOMMENDATION: Staff recommends the Town Board approve the Special Event Applications as proposed. If the Board is in agreement, the following motion may be made: “Motion to approve the Special Event Applications for St. Mary’s Oktoberfest and Greenville Stars Baseball Tournament.” POLICY/PLAN REFERENCE(S): Special Event Policy, Free Facility Use Policy FISCAL IMPACT: N/A ### Attachments: 1. Special Event Application – St. Mary’s Oktoberfest 2. Special Event Application – FVHA Bark in the Park 3. Special Event Application – Immanuel Lutheran I-run 4. Special Event Application – HASD Color Run 10 TB - 6c 11 12 TN BR GR 13 14 15 16 17 18 SECTION 4- LEGAL NOTICE By signing below, I certify that I am at least·] 8 years of age, that I have read and understand the Special Event Policy, and that 1 agree to the terms and conditions contained in the Special Evellf Policy. My signature further confinns (i) that I understand the filing of this application does not ensure the issuance of a Special Event Permit, (ii) that the Special Event Application Fee is non­ refundable pursuant to the terms of the Special Event Policy, (iii) I will be responsible for ensuring the event and event participants comply with all applicable Town ordinances, traffic rules, park rules, state health laws,fire codes and liquor licensing regulations and any other applicable laws, rules and regulations including the Special Event Policy, (iv) that fees for park facilities, food sales permits, tent and fireworks permits, etc., are in addition to the Special Event Permit Fee, (v) that I shall reimburse the Town.for costs incurred due to extraordinary damage to Town property during the Special Event, (vi) that I am authorized to apply for this Special Event Permit on behalf of the organization holding the event (if applicable), and (vii) that the information contained in this Application is true to the best of my knowledge. I understand that intentionally providing false or misleading information in this Application may lead to civil or criminal penalties. Hold harmless indemnification and defense. For good and valuable consideration the applicant and/or the organization agrees to indemnify, defend and hold harmless the Town of Greenville and its officers, officials, employees and agents from and against any and all liability, loss, damage, expenses, costs, including attorney fees arising out of the activities pe,formed as described herein, caused in whole or in part by any negligent act or omission of the applicant/organization, anyone directly or indirectly employed by any of them or anyone whose acts any of them may be liable, except where caused by the sole negligence or willful misconduct of the Town. Signature of Applicant Received Completed Application Map Copy of Insurance Copy of EM Plan Department Aoorove Administration Clerk Community & Economic Development Emergency Management Fire/EMS Parks & Recreat1.on Public Works Sheriff Board Anorove Town Board Date Permit Issued: OFFICE USE ONLY Date Aoolication Fee Event Fee Deposit Total Deny By Reason Deny Date Reason '-1/1 ;}-j/ Cj Date 1 1 Received $25.00 Date WH 4/12/19 4/12/19 JG TN BR GR 19 20 21 22 TN BR GR 23 24 25 26 27 JG JL TN BR GR No Fees 4/10/19 4/10/19 XWH 28 29 Page 1 of 1 MEETING: Town Board AGENDA ITEM #: __________ DATE: April 22, 2019 ACTION TYPE: Approval/Denial “Town of Greenville” AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Tony Nowak, Director of Parks, Recreation and Forestry Date: April 17, 2019 RE: Free Facility Use Policy – addition of Fox Valley Humane Association ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: The Fox Valley Humane Association has made a formal request to have their fees waived for this year’s Bark in the Park event to be held at Lions Park. In response to this request, the Park Commission is recommending adding the Fox Valley Humane Association to the list of organizations that receive free park facility use, per the Free Facility Use Policy. STAFF RECOMMENDATION: The Park Commission is recommending the addition of Fox Valley Humane Association to the Free Facility Use Policy. If the Board is in agreement, the following motion may be made: “Motion to add Fox Valley Humane Association to the Free Facility Use Policy.” POLICY/PLAN REFERENCE(S): Free Facility Use Policy FISCAL IMPACT: N/A ### Attachments: 1. Free Facility Use Policy 2. Letter from Fox Valley Humane Association 30 TB - 6d Greenville Parks, Recreation and Forestry Department W6895-B Parkview Drive • PO Box 60 • Greenville, WI 54942 Phone: (920) 757-7276 • Fax: (920) 757-6342 www.townofgreenville.com FREE FACILITY USE POLICY It is recognized that there are several non-profit organizations in Greenville that provide many benefits to the community through their programs and events. They also routinely give back to the community through their support of the Greenville Park, Recreation and Forestry Department’s programs and properties. Therefore, the following groups and organizations are exempt from any fees associated with their use park facilities.  Greenville Lions Club  Greenville Lioness Club  Greenville Civic Club  Greenville Youth Sports  Greenville Fire Department  Greenville Women’s Club  Outagamie County Sheriff’s Department  Hortonville Area School District  Any official Greenville board, commission or committee Any other group or organization, whether for profit or non-profit, shall be charged the normal rate for their use of park facilities. Any organization wishing to have the fee waived or reduced shall submit a written request to the Parks, Recreation and Forestry Department no less than 45 days prior to the event. The Park Commission will review the request at their next scheduled meeting and will make a recommendation to the Town Board for final approval. Requests will be reviewed on a case by case basis. 31 32 P age 1 of 3 MEETING: Planning Commission/Town Board AGENDA ITEM #: DATE: April 22, 2019 ACTION TYPE: 7a Approval/Denial “T own of Greenville” AGENDA MEMORANDUM To: Honorable Chairperson and Commission and Board Members From: Michael J. D. Brown, Community & Economic Development Director Date: April 15, 2019 RE: Site Plan and Special Exception for Automotive Use for Greenville Auto ACTION TYPE: This item is for possible Planning Commission and Town Board Approval/Denial. BACKGROUND & SUMMARY: John Korth, property owner and applicant, has submitted an application for a site plan and special exception to develop a used car sales facility and automotive shop; self- storage units are also proposed and are a permitted use. The property is located on Hwy 15 on parcels 110014207, 110014208, 110014210, 110014211, is approximately 11.3 acres is zoned General Commercial and is currently being used for agricultural purposes and lies within the Gateway District. A CSM was approved in February 2019 to combine all four parcels as well as rezoning a portion from Two Family Residential to General Commercial. T he Planning Commission tabled the requests at its March 25, 2019 meeting as it felt the applicant didn’t meet the Gateway District standards related to the design of the building. The applicant has since revised the building to provide for an all masonry façade facing Hwy 15, as required by the ordinance, as well as included additional detail and articulation to the façade. Foundation landscaping has been provided to provide for additional articulation of the façade. SURROUNDING ZONING AND LAND USES: Existing Zoning Existing Land Use North Agriculture Residential South Agriculture Residential East General Commercial Commercial West Two Family and Ag Residential ITEMS FOR DISCUSSION: 1. S pecial Exception: A Special Exception for a car dealership and automotive shop has been requested: a. S ection 320-209A(1-10) Standards for granting a special exception. Special Exceptions may be granted by the Planning Commission, and approved by the Town Board, when all of the following conditions prevail: 33 Page 2 of 3 i. The establishment, maintenance, or operation of the special exception will not be detrimental to, or endanger the public health, safety, morals, comfort or general welfare of the community. ii. The special exception will not be injurious to the uses of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. iii. The proposed use will not create a look of clutter, garishness, glare or creates an obnoxious noise level, or would generate any other incompatibility with surrounding neighborhood. iv. The impact of the use is furthering the purposes of this chapter or the purposes of the zoning district in which the use is proposed or the adopted Comprehensive Plan of the Town. v. The establishment of the special exception will not impede the normal and orderly development and improvement of the surrounding property. vi. Adequate facilities, access roads, drainage and/or necessary services will be provided. vii. Adequate measures have been or will be taken to provide ingress and egress so designed as to minimize traffic congestion in the public streets. viii. If the special exception invo lves a public use or a use providing public utility service, that such use or service shall meet a demonstrable public need and provide a public benefit. ix. Lot area, lot width and setbacks meet or exceed minimum requirements and are adequate for the proposed use. When there is an existing nonconforming structure, this provision may be waived by the Town Board. x. Generally, a buffer shall exist as determined by the Planning Commission between the structure or land use to be occupied by the special exception and any adjoining property line. 2. The applicant will be required to obtain necessary permits from the WI Department of Transportation for access off of Hwy 15 prior to issuance of construction permits; however, there is an existing permitted access off of Hillview Road. If access is not permitted by the State, the Hillview Road access will be required to be widened to accommodate two way traffic. 3. The applicant will be required to obtain necessary permits from the WI Department of Natural Resources prior to the Town issuing construction permits. 4. The plans have been reviewed by staff and its engineering consultant and find them to be in general compliance with ordinance requirements other than the items mentioned above. STAFF RECOMMENDATION: Staff recommends the Commission approve the site plan and special exception. If the Commission is in agreement, the following motions may be made: 1. Site Plan “Motion to approve Resolution 18-19.” 2. Special Exception “Motion to recommend approval of Resolution 19-19 to the Town Board.” 34 P age 3 of 3 ### Attachments: 1. Aerial 2. Resolution 19-19 35 This map provides data containing geographic information about the Town of Greenville. The data was obtained from multiple sources and agencies. The Town of Greenville provides this information with the understanding that it is not guaranteed to be current, correct or complete and assumes no responsibility for the accuracy of this map or its use or misuse. The map is intended for use as a general reference only. Town of Greenville Zoning GENERAL AGRICULTURE SINGLE FAMILY RESIDENTIAL TWO FAMILY RESIDENTIAL MULTI-FAMILY RESIDENTIAL GENERAL COMMERCIAL DISTRICT PLANNED COMMERCIAL NEIGHBORHOOD COMMERCIAL DISTRICT BUSINESS PARK INDUSTRIAL AIRPORT DISTRICT Parcel Boundary . Scale is approximate and is not based upon legally recorded or surveyed data. HILLWOOD COURT HILLVIEW ROAD HILLVIEW ROAD NORTH ROAD GREENVILLE DRIVE NORTH ROAD 0 300 600150 Feet STATE RD 15 HILLWO OD CO URT HILLVIEW ROAD HILLVIE W ROA D NOR TH ROAD BENNETT CIRCLE CANADIAN NATIONAL RAILROAD GREENVILLE DRIVE GREENVILLE DRIVE NO RTH ROA D Zoning Map: NOT TO SCALE Project Location 2019_Greenville Auto Site Plan and Special Exception 36 Page 1 of 2 Resolution #19-19 RESOLUTION OF THE TOWN BOARD OF THE TOWN OF GREENVILLE APPROVING A SPECIAL EXCEPTION FOR GREENVILLE AUTO FOR AUTOMTIVE SALES AND REPAIR LOCATED ON HWY 15 AT PARCELS 110014207, 110014208, 110014210, 110014211 WHEREAS, an Automotive Sale and Repair Shop has been applied for as a special exception for Greenville Auto located at on Hwy 15 on parcels 110014207, 110014208, 110014210, 110014211 as shown on the attached Exhibit A; and WHEREAS, the Planning Commission has found that the condit ions in which to grant a special exception in Section 320- 209A(1-10) of the Zoning Ordinance have been met and have recommended approval to the Town Board; and WHEREAS, the approval and continued use of the special exception shall be conditioned on the following 1. All vehicles shall be parked on paved surfaces; parking on gravel or grass is prohibited; and 2. No permits shall be issued until all local, county, state and federal regulations are met; and 3. If access is denied off of Hwy 15 the Hillview Road access shall be widened in order to provide two way traffic all the way back to the parking lot are a prior to issuance of construction permits; and 4. Cyclone/chainlink fencing shall be prohibited for the storage and refuse areas. WHEREAS, per Section 320- 209B(2) of the Zoning Ordinance, the special exception shall expire if the use is discontinued for a period of eight months. If a building permit is required, and has not been obtained within 12 months of the issuance of the special exception permit, the applicant must request in writing and the Planning Commission may approve an extension if it finds there is no significant change to warrant a new special exception permit application. If the special exception does not require a building permit and has not started within 12 months of issuance of the special exception permit the permit is considered null and void and an application for a special exception permit shall be required. If the conditions set forth above are not met within the specified timeframes the special exception permit shall expire and be null and void. The special exception shall run with the land and is transferable with the sale of the property; and WHEREAS, this resolution shall act as the special exception permit and be enforceable by the Town; NOW, THEREFORE, BE IT RESOLVED that the Town Board of the Town of Greenville hereby finds that the conditions in which to grant a special exception in Section 320-209A(1-10) of the Zoning Ordinance have been met and approves the special exception permit. This resolution was adopted by the Town of Greenville Town Board on the 22nd day of April, 2019: 37 Page 2 of 2 TOWN BOARD OF THE TOWN OF GREENVILLE, WISCONSIN By: _____________________________ Jack Anderson, Town Chair ATTEST: ___________________________________ Wendy Helgeson, Clerk Motion to Approve Resolution No. #19-19 made by: Votes: Title Name Aye Nay Other Supervisor Culbertson Supervisor Peters Supervisor Ryan Supervisor Strobel Chairperson Anderson Posted: 38 Exhibit A - Res 19-19 39 N 57°57'36" W50.00' N 57°57'36" W 643.80' N 57°56'55" W 274.21' N 15°50'18" E 318.74' N 89°48'18" E 889.43' S 89°48'18" W 300.00' 50.00' N 32°02'24" E 45.00' S 32°03'05" W N 57°57'36" W 441.43' N 32°15'57" E 204.31' S 55°09'42" E 267.41' S 00°07'22" W 700.00' Proposed Pond Provide boulders or alternative barrier Wetland Disturbance per exemption/permitting ProposedBuilding 24' Proposed Asphalt 24' W (12) 10'X18' Stalls Proposed Asphalt Proposed Well 128' Proposed Asphalt Proposed Handicap Sign/Post 5 Stalls 60' PROPOSED STORAGE BUILDING "D" PROPOSED STORAGE BUILDING "B" PROPOSED STORAGE BUILDING "C" Employee Parking (13) 10' X 18' Stalls RECYLING / TRASH8'-0" HIGH CYCLONEFENCE W/ PLASTIC SLATSFENCED IN AREA APPROX. LOCATIONOF SEPTIC TANK (13) 10' X 18' Stalls (9) 10' X 18' Stalls (11) 10' X 18' Stalls 30' SIGNSUBMITTAL BY OWNER GATE PROPOSED STORAGE BUILDING "A" Proposed Asphalt Proposed Asphalt Proposed Asphalt 253' 116' 40' 50' 144' 50' 25' 50' 200' Proposed Asphalt Proposed Asphalt 40' 40' 24' 50' 30' 25' 10' 10' 10' (11) 10' X 18' Stalls (9) 10' X 18' Stalls 10' 10' 10' 10' 10' 20' 20' 31' 24' 28.55' 13.4' 24.5' 24' 14' R25' 59' 59' 59' 124' 56.27' 62.01' 151.82' 10' 10' Curb (typ) Curb (typ) Curb (typ) Curb (typ) Curb (typ) Curb (typ) Sanitary Sewer Storm Sewer Overhead Electric Lines Utility Pole Guy Wire Deciduous Tree LEGEND Treeline Index Contour Ex Spot Elevation Culvert Intermediate Contour Utility Guy Wire Benchmark Asphalt Pavement Concrete Pavement Gravel Proposed Building Proposed Asphalt Proposed Concrete Proposed Gravel Page Author: Date: 1.0 JRD Last Saved by: tim Filename: 5392engr.dwg Greenville Auto Town of Greenville, Outagamie County, WI For: John Korth SITE PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 60 0 60 120 180 04/1/2019 SHEET INDEX: Sheet Page Site Plan 1.0 Topographic Survey 1.1 Drainage and Grading Plan 1.2 Erosion & Sediment Control Plan 1.3 Utility Plan 1.4 Construction Details 2.1 Stormwater Pond Details 2.2 Project Information Owner: Greenville Auto & RV N2121 Greenville Drive Hortonville, WI 54944 Phone (920) 470-9907 Site: Parcel ID # 110014207, 110014208, 110014210, 110014211 Zoning: GC General Commercial District Site is not within airport zoning or buffers Areas: Pavement: 97,371 square feet Building: 41,722 square feet Green Space: 420,812 square feet Total: 522,355 square feet Total Impervious: 139,093 square feet (26.6%) Setbacks: Front: Town Road=37' County or State Road=55' Rear: 25' Side: 20' Notes: - Total Parking Stalls: 82 + 1 Handicap - Storage of hazardous materials (oil, antifreeze, etc) shall be located within proposed building. Additional sign to indicate a "Van Accessible" Handicap Space 5' Min. HANDICAP PARKING SIGN DETAIL 12" 6"1" 18" Exhibit A - Res 19-19 40 Sanitary Sewer Storm Sewer Overhead Electric Lines Utility Pole Guy Wire Deciduous Tree LEGEND Treeline Index Contour Ex Spot Elevation Culvert Intermediate Contour Utility Guy Wire Benchmark Asphalt Pavement Concrete Pavement Gravel N 57°57'36" W50.00' N 57°57'36" W 643.80' N 57°56'55" W 274.21' N 15°50'18" E 318.74' N 89°48'18" E 889.43' S 89°48'18" W 300.00' 50.00' N 32°02'24" E 45.00' S 32°03'05" W N 57°57'36" W 441.43' N 32°15'57" E 204.31' S 55°09'42" E 267.41' S 00°07'22" W 700.00' INV=892.16' INV=893.12' Page Author: Date: 1.1 AMP Last Saved by: tim Filename: 5392Topo.dwg GREENVILLE AUTO Town of Greenville, Outagamie County, WI For: John Korth TOPOGRAPHIC SURVEY DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro NOTES Existing utilities shown are indicated in accordance with available records and field measurements. The contractor shall be responsible for obtaining exact locations & elevations of all utilities, including sewer & water from the the property owners of the respective utilities. All utility the property owners shall be notified by the contractor 72 hours prior to excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations. This is not a boundary survey. 03/29/2019 60 0 60 120 180 Exhibit A - Res 19-19 41 Proposed Storm Sewer Proposed Contour Proposed Swale Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall 608.73 TW Proposed Rip Rap Prop. Finished Floor Elev. Prop. Drainage Direction Prop. Flowline Spot Elev. Prop. Top of Walk Elev. 608.73 Existing Grade Proposed Culvert 608 FF=000.0 N 57°57'36" W50.00' N 57°57'36" W 643.80' N 57°56'55" W 274.21' N 15°50'18" E 318.74' N 89°48'18" E 889.43' S 89°48'18" W 300.00' 50.00' N 32°02'24" E 45.00' S 32°03'05" W N 57°57'36" W 441.43' N 32°15'57" E 204.31' S 55°09'42" E 267.41' S 00°07'22" W 700.00' INV=892.16' INV=893.12' 892 890 890 Proposed Pond 3:1 3:1 891.10 891.40 892.00 890.80 891.00 891.00 892.00 891.00 890.96 891.47 892.50892.00 892.63892.10 891.58 892.20 893.45 893.37 894.40 891.63 891.40 892.50 892.50 892.50 889.79 888.65 891.70 890.64 889.00 890.50 890.86 891.40 892 885 886 887 892 891 890 889 888 892 893 892 892 892 891.40 892.50 891.40 888 889 889888887886 885 884 879 881 886 889 889 885 886 888 890 892.20 891.85 891.59 892.00 891.99 892.50 890.44 891.59 R-10.1 R-20.1 R-30.1 R-11.1 R-21.1 R-31.1 R-12.1 R-23.1 892.50 892.50 2.5:1 892.50 892.50 891.00 892.50 892.48 892.50 892.50 892.50 892.50 892.50 891.24 892.26 FF=892.5 Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt 892.25 890.81 892.25 890.85 891.26 892.26 892.00 890.47 891.60 891.60 891.80 892.00 892.07 892.20 892 891 892 893 890 891 891 892 892 892 891 892 891 886 887 891 Curb (typ) Curb (typ) Curb (typ) Curb (typ) Curb (typ) Curb (typ) 892.23 891.65 892.30 892.30 892.20 891.58 892.04 892.20 892.00 891.84 892.12 891.70 R-22.1 891.84 891.07 891.82 891.95 891.96 891.96 892.15 892.15891.95 892.35 892.35 892.12 892.12 892.12 892.13 892.13 Sanitary Sewer Storm Sewer Overhead Electric Lines Utility Pole Guy Wire Deciduous Tree LEGEND Treeline Index Contour Ex Spot Elevation Culvert Intermediate Contour Utility Guy Wire Benchmark Asphalt Pavement Concrete Pavement Gravel Page Author: Date: 1.2 JRD Last Saved by: tim Filename: 5392engr.dwg Greenville Auto Town of Greenville, Outagamie County, WI For: John Korth DRAINAGE & GRADING PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro NOTES: 1. Existing utilities shown are indicated in accordance with available records and field measurements. The contractor shall be responsible for obtaining exact locations & elevations of all utilities, including sewer and water from the owners of the respective utilities. All utility owners shall be notified by the contractor 72 hours prior to excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations. 2. The Contractor shall verify all staking and field layout against the plan and field conditions prior to constructing the work and immediately notify the Engineer of any discrepancies. 3. The contractor shall minimize the area disturbed by construction as the project is constructed. Disturbed areas shall be seeded as soon as final grade is established. Contractor shall replace topsoil and then seed, fertilize and mulch all lawn areas within 1 week of topsoil placement. 4. Contractor shall remove all excess materials from the site. Earthwork contractors shall verify topsoil depth. 5. Taper curb head per the curb and gutter termini detail adjacent to all buildings and sidewalks. 04/1/201960 0 60 120 180 Exhibit A - Res 19-19 42 Proposed Silt Fence Proposed Storm Sewer Proposed Tracking Pad Proposed Swale Proposed Contour Proposed Inlet Protection Proposed Erosion Mat Proposed Culvert Prop. Drainage Direction Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall Proposed Rip Rap 608 A Type of Inlet ProtectionProposed Ditch Check N 57°57'36" W50.00' N 57°57'36" W 643.80' N 57°56'55" W 274.21' N 15°50'18" E 318.74' N 89°48'18" E 889.43' S 89°48'18" W 300.00' 50.00' N 32°02'24" E 45.00' S 32°03'05" W N 57°57'36" W 441.43' N 32°15'57" E 204.31' S 55°09'42" E 267.41' S 00°07'22" W 700.00' INV=892.16' INV=893.12' Topsoil Stockpile 892 890 890 Proposed Pond Total Disturbed Area = 240,500 s.f. Perimeter Silt Fence Perimeter Silt Fence Track out control Track out control 892 885 886 887 892 891 890 889 888 892 893 892 892 892 888 889 889888887886 885 884 879 881 886 889 889 885 886 888 890 Provide Urban Type B matting & Seed on all Pond Embankments Provide Urban Type B matting & Seed on all 3:1 embankments Install Gravel Drive Install Gravel Drive Provide Urban Type B matting & Seed on Driveway embankment Provide Class I Type B matting & Seed within Swale Install 9"Ø sediment logs upslope of outlets once installed, break silt fence Soil Loss: Initial Site Construction: 300' at 1.8% Soil Loss: Final Site Construction: 80' at 5%FF=892.5 Proposed Asphalt (12) 10'X18' Stalls Proposed Asphalt Proposed Asphalt 5 Stalls Employee Parking (13) 10' X 18' Stalls (13) 10' X 18' Stalls (9) 10' X 18' Stalls (11) 10' X 18' Stalls Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt Proposed Asphalt (11) 10' X 18' Stalls (9) 10' X 18' Stalls Provide 12 tons light riprap over fabric 10'w x 16' x 12" depth Provide 26 tons light riprap over fabric 10'w x 34' x 12" depth 892 891 892 893 890 891 891 892 892 892 891 892 891 886 887 891 Provide 8 tons light riprap over fabric Curb (typ) Curb (typ) Curb (typ) Curb (typ) Curb (typ) Curb (typ) Sanitary Sewer Storm Sewer Overhead Electric Lines Utility Pole Guy Wire Deciduous Tree LEGEND Treeline Index Contour Ex Spot Elevation Culvert Intermediate Contour Utility Guy Wire Benchmark Asphalt Pavement Concrete Pavement Gravel Page Author: Date: 1.3 JRD Last Saved by: tim Filename: 5392engr.dwg Greenville Auto Town of Greenville, Outagamie County, WI For: John Korth EROSION & SEDIMENT CONTROL PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 60 0 60 120 180 04/1/2019 Planned Sediment and Erosion Control Practices All erosion control practices shall be in place prior to disturbing the site. All sediment and erosion control devices and methods shall be in accordance with DNR Technical Standards and the WisDOT Erosion Control product acceptability lists (PAL). It is the responsibility of the Contractor to minimize the area disturbed and the duration of the disturbance. Erosion & sediment control measures shall be maintained on a continuing basis until the site is permanently stabilized. All applicable controls must be in place at the end of each work day with all off-site sediments being cleaned daily or as necessary as no sediment flushing is allowed. 1) Diverting Flow a) Permanent Diversion - Intended to divert runoff around disturbed areas to a location where the water can be discharged without adversely impacting the receiving area or channel. Permanent diversions will be used to route runoff to the storm water pond. 2) Overland Flow a) Silt Fence - Intended to provide a temporary barrier to the transportation of sediment offsite. Silt fence also reduces the velocity of sheet flow; thereby reducing the erosion potential of flowing water. Silt fencing is not to be used in areas of channelized flow and sediment deposits shall be removed when a 6 inch depth is reached. The silt fence shall be repaired or replaced as necessary to maintain a barrier. All Silt Fence shall be installed and maintained in accordance with DNR Technical Standard 1056 . It will be placed at the following locations: i) along the site boundary where runoff will leave the site. ii) and at the toe of soil piles if the pile will remain in place for more than seven (7) days. b) Mulching and Erosion Mat - Intended to reduce the amount of erosion caused by raindrop impact, high overland and concentrated flow velocities and assist the establishment of both temporary and permanent vegetation. All Erosion Mat shall be installed and maintained in accordance with DNR Technical Standards 1052 and 1053 and all Mulching with DNR Technical Standard 1058. In addition to mulching, Erosion Mat is required per plan and if field conditions warrant. c) Seeding - Intended to provide a reduction of overland flow velocities and stabilize disturbed areas. Seeding will be used on all disturbed areas within seven days of the completion of the activity that will disturb the area. All seeding shall be in accordance with DNR Technical Standard 1059. Seed mixture 40 (per WisDOT Specifications, Section 630) shall be applied at 5 pounds per 1000 square feet for permanent seeding prior to September 15 th. If required, temporary seeding shall consist of Oats, Rye, Winter Wheat, and/or Annual Ryegrass applied at rates and during the season specified by the Technical Standard but no later than November 1st. Sod placement may occur at any time sod is available and the sod and soil are not frozen. 3) Permanent Channel Stabilization a) Armored Waterway - Intended to establish a non-erosive lining in the channel to prevent erosion. This can be accomplished using riprap. All areas immediately downstream storm discharges will be stabilized using riprap per plan. b) Vegetated Waterway - Intended to establish permanent vegetation to reduce the velocity of concentrated runoff thereby protecting the waterway from erosion. The type of erosion mat used will depend upon the velocity of the runoff in the channel and are specified in accordance with DOT Erosion Control Product Acceptability Lists (PAL). Vegetated waterways will be used in the following areas: i) drainage swales as indicated on the plans; 4) Inlet Protection Barriers - Intended to prevent the sedimentation of storm water conveyance structures. All Inlet Protection Barriers shall be installed and maintained in accordance with DNR Technical Standard 1060. As required, inlet protection barriers will be used at all storm sewer inlets as indicated on the plans. All storm sewer inlet protection shall be Type A. Upon installation of aggregate sub-base the storm catch basins shall be modified to Type B. 5) Tracking Out Control - Intended to reduce the amount of sediment transported onto public roads. The Tracking Pad shall be installed and maintained in accordance with DNR Technical Standard 1057. A stone tracking pad will be constructed at the site entrance as indicated on the plan. 6) Dust Control - Intended to reduce surface to air transport of dust during construction. Dust control shall be implemented with use of methods provided in DNR Technical Standard 1068. These methods include the use of polymers, seeding, and mulch. 7) Dewatering BMP - Intended to reduce the amount of sediment conveyed due to dewatering practices. Dewatering practices require compliance with DNR Technical Standard 1061. The use of geotextile bags is required to prevent sedimentation with a stabile discharge to the storm water pond or upland area (if pumping is required for stormwater pond construction). The bags shall meet the requirements of Technical Standard 1061. Upon completion of the dewatering operation, all materials must be disposed of properly in accordance with all state and local requirements. 8) Waste Material - All onsite waste and construction materials shall be handled and disposed of properly. No pavement material, runoff from concrete washout, or other waste material is allowed to enter the storm sewer system or receiving waters. Sequence of Construction 1) Obtain plan approval and other applicable permits 2) Install & maintain all sediment control measures: May 2019 3) Strip topsoil in the area of the stormwater pond and stockpile required reuse onsite. Construct stormwater pond: May 2019 4) Site Work Construction (grade and gravel): May-July 2019 5) Stabilize lawn and ditch areas no later than one week after final grade is established, the entire site shall be stabilized by the end of July with vegetation established prior to the end of 2019 growing season. Install temporary stabilization in areas receiving additional landscaping after building construction. 6) Construct Buildings: June - August 2019 7) Paving: September 2019 Maintenance Plan The contractor is responsible for inspection and maintenance of sediment and erosion control measures until the project is completed. The inspections shall be made every seven days or within 24-hours of a rainfall event of 0.50-inch or greater. Any practices that are damaged or not working properly shall be repaired by the end of the day. Accumulated sediment shall be removed when it has reached a height of one-half the height of the structure. In addition, the following measures shall be taken: 1) All seeded areas will be re-seeded and mulched as necessary according to the specifications in the planned practices to maintain a vigorous, dense vegetated cover. 2) Remove silt fence and temporary structures only after final stabilization and vegetative cover is established. 3) Avoid the use of fertilizers and pesticides in or adjacent to channels or ditches. 4) Construction and waste materials shall be properly disposed. Weekly inspection reports shall be maintained by the contractor. These reports shall document inspections and maintenance performed. The date and time of the inspections, the inspector's name, and the status of construction and any maintenance performed. Refer to the DNR website for a template; http://dnr.wi.gov/runoff/stormwater/constrforms.htm#forms. Upon request, the inspection reports shall be made available to the owner, the engineer, the Wisconsin Department of Natural Resources, or the Town of Greenville. Exhibit A - Res 19-19 43 Proposed Sanitary Sewer Proposed Sanitary ManholeProposed Storm Sewer Proposed Water Main Proposed Contour Proposed Swale Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall Proposed Culvert 608 N 57°57'36" W50.00' N 57°57'36" W 643.80' N 57°56'55" W 274.21' N 15°50'18" E 318.74' N 89°48'18" E 889.43' S 89°48'18" W 300.00' 50.00' N 32°02'24" E 45.00' S 32°03'05" W N 57°57'36" W 441.43' N 32°15'57" E 204.31' S 55°09'42" E 267.41' S 00°07'22" W 700.00' INV=892.16' INV=893.12' R-10.1 R-20.1 R-30.1 R-11.1 R-21.1 R-31.1 R-12.1 R-23.1 FF=892.5 R-22.1 Sanitary Sewer Storm Sewer Overhead Electric Lines Utility Pole Guy Wire Deciduous Tree LEGEND Treeline Index Contour Ex Spot Elevation Culvert Intermediate Contour Utility Guy Wire Benchmark Asphalt Pavement Concrete Pavement Gravel Page Author: Date: 1.4 JRD Last Saved by: tim Filename: 5392engr.dwg Greenville Auto Town of Greenville, Outagamie County, WI For: John Korth UTILITY PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 60 0 60 120 180 04/1/2019 Sewer shall be constructed in accordance with the State of Wisconsin Standard Specifications for Sewer and Water Construction. Contractor shall locate all buried facilities prior to excavating. This plan may not correctly or completely show all buried utilities. The Contractor shall verify all staking and field layout against the plan and field conditions prior to constructing the work and immediately notify the Engineer of any discrepancies. The Contractor shall comply with all conditions of the Erosion Control Plan and the Storm Water discharge Permit. All Erosion Control shall be done in accordance with the Plan and Wisconsin DNR Technical Standards. The Contractor shall be responsible for coordination of continuation of the services into the building to properly coincide with the interior plumbing plans, and compliance with all plumbing permits. The Contractor is responsible for compliance with Department of Safety & Professional Services, Chapter SPS 382, for lateral construction and cleanout locations. The contractor shall coordinate with provider for electric, gas, and telecommunication service connection and relocations. Pipe lengths are measured to center of structure. Endwalls are included in pipe length. Storm Sewer Pipe shall be PVC SDR(35), Reinforced Concrete Class III, or HDPE, AASHTO M 294, Type S with soil tight joints, with minimum of 18 gauge, insulated (brown), single-conductor copper tracer wire, or equivalent, per SPS 382.36 (7)(d)10.a. Proposed 44' 15" CMP INV. 890.86 W INV. 890.50 E Downspout discharge to 6" storm sewer with 1.0% slope to main (typ.) Exhibit A - Res 19-19 44 Page Author: Date: 2.1 JRD Last Saved by: tim Filename: 5392engr.dwg Greenville Auto Town of Greenville, Outagamie County, WI For: John Korth CONSTRUCTION DETAILS DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 04/1/2019 Elevation shown on plans See plan for size and location Varies Total Depth Pipe Depth Concrete bench Casting as specified Precast base 36" I.D. 3 1/2" 3 1/2" Storm Catch Basin 8" Monolithic base Storm Structure STORM SEWER UNDERDRAIN Recompacted Native Soil Backfill Undisturbed Native Soil Minimum 6" of WisDOT Course Aggregate #2 Aggregate Base Course (Required thickness as per detail) Pavement (Required thickness as per detail) 4" Perforated plastic tubing with a fabric "filter sock" and end cap. Minimum length should be 10'. Provide a minimum 1% downward slope towards the stub drains in all directions 3" 6" 6" 12" 2" - 5" 3B 3A 1 2 4 5 1. Prepare soil before installing Rolled Erosion Control Products (RECP's), including any necessary application of lime, fertilizer, and seed. Note: When using cell-o-seed do not seed prepared area. Cell-o-seed must be installed with paper side down. 2. Begin at the top of the slope by anchoring the RECP's in a 6" (15 cm) deep x 6" (15 cm) wide trench with approximately 12" (30 cm) of RECP's extended beyond the up-slope portion of the trench. Anchor the RECP's with a row of staples/stakes approximately 12" (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12" (30 cm) portion of RECP's back over seed and compacted soil. Secure RECP's over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) apart across the width of the RECP's. 3. Roll the RECP's (A.) down or (B.) horizontally across the slope. RECP's will unroll with appropriate side against the soil surface. All RECP's must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. When using the Dot system, staples/stakes should be placed through each of the colored Dots corresponding to the appropriate staple pattern. 4. The edges of parallel RECP's must be stapled with approximately 2" - 5" (5 cm - 12.5 cm) overlap depending on RECP's type. 5. Consecutive RECP's spliced down the slope must be placed end over end (shingle style) with an approximate 3" (7.5 cm) overlap. Staple through overlapped area, approximately 12" (30 cm) apart across entire RECP's width. Note: * In loose soil conditions, the use of staple or stake lengths greater than 6" (30 cm) may be necessary to properly secure the RECP's. 6. Detail provided by North American Green (www.nagreen.com) 7. Turf Reinforcement Mats (TRM's) shall be installed in accordance with the above specifications for all RECP's. Anchoring size and pattern is to be installed per manufacturer specifications for clay soils having 4:1 slope. All TRM's shall be topsoil filled, seeded, and covered with a Class 2, Type B erosion mat in accordance with all manufacturer specifications. EROSION/TURF REINFORCEMENT MAT SLOPE INSTALLATION 1. Prepare soil before installing Rolled Erosion Control Products (RECP's), including any necessary application of lime, fertilizer, and seed. Note: When using cell-o-seed do not seed prepared area. Cell-o-seed must be installed with paper side down. 2. Begin at the top of the channel by anchoring the RECP's in a 6" (15 cm) deep x 6" (15 cm) wide trench with approximately 12" (30 cm) of RECP's extended beyond the up-slope portion of the trench. Anchor the RECP's with a row of staples/stakes approximately 12" (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12" (30 cm) portion of RECP's back over seed and compacted soil. Secure RECP's over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) across the width of the RECP's. 3. Roll center RECP's in direction of water flow in bottom of channel. RECP's will unroll with appropriate side against the soil surface. All RECP's must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. When using the DOT system, staples/stakes should be placed through each of the colored dots corresponding to the appropriate staple pattern. 4. Place consecutive RECP's end over end (shingle style) with a 4" - 6" (10 cm - 15 cm) overlap. Use a double row of staples staggered 4" (10 cm) apart and 4" (10 cm) on center to secure RECP's. 5. Full length edge of RECP's at top of side slopes must be anchored with a row of staples/stakes approximately 12" (30 cm) apart in a 6" (15 cm) deep x 6" (15 cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RECP's must be overlapped approximately 2" - 5" (5cm - 12.5 cm) (depending on RECP's type) and stapled. 7. In high flow channel applications a staple check slot is recommended at 30 to 40 foot (9 M - 12 M) intervals. Use a double row of staples staggered 4" (10 cm) apart and 4" (10 cm) on center over entire width of the channel. 8. The terminal end of the RECP's must be anchored with a row of staples.stakes approximately 12" (30 cm) apart in a 6" (15 cm) deep x 6" (15 cm) wide trench. Backfill and compact the trench after stapling. Note: * In loose soil conditions, the use of staple or stake lengths greater than 6" (15 cm) may be necessary to properly anchor the RECP's. 9. Detail provided by North American Green (www.nagreen.com) Note: * Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface. ** In loose soil conditions, the use of staple or stake lengths greater than 6" (15 cm) may be necessary to properly anchor the RECP's. Critical Points A. Overlaps and seams B. Projected Water line C. Channel Bottom/side slope vertices C B A 6" 4" - 6" 2" - 5" 6" 6" 12" 6" 4" 4" (10 cm) EROSION MAT CHANNEL INSTALLATION 1 2 3 4 5 6 7 8 SECTION B-B B PLAN VIEW SECTION A-A A L B A d OUTLET PROTECTION Notes: 1. Excavate below channel outlet and widen channel outlet to the required riprap thickness for each apron. Foundation to be set to zero grade and smoothed. 2. Place geotextile fabric on bottom and sides of prepared foundation. Fabric shall extend under endwall in accordance with DOT specifications. (DOT Section 628.2 & 628.3) 3. Exercise care in placement of riprap to avoid damage to filter fabric. 4. Use riprap conforming to Wisconsin DOT specifications. (DOT Section 606.2 & 606.3) 5. Use DOT Type R geotextile fabric for light riprap. Use Type HR for medium and heavy riprap. (DOT Section 606.2, 606.3, 628.2 & 628.3) 6. Use 12" dimension for pipes less than 12" in diameter. L 10' 12' 18' 20' 20' 25' 28' 33' 12" 15" 18" 21" 24" 30" 36"D D 1' W 11' 13' 20' 22' 24' 28' 32' 38' d 12" 42" 37' 42' 48" 40' 45' 54" 45' 50' 60" cu yds 2.6 3.6 7.8 14.3 15.6 22.6 38.4 53.2 65.8 76.3 95.0 12" 12" 18" 18" 18" 24" 24" 24" 24" 24" Riprap Light Light Light Med. Med. Med. Heavy Heavy Heavy Heavy Heavy Geotextile Fabric W d 12" 2' Min Backfill trench with excavated soil Geotextile fabric only (DOT Section 628.2 & 628.3) Wood posts 4' min. length 2' min. bury Silt fence notes: 1. Detail of construction not shown on this drawings shall conform to criteria set by authorities having jurisdiction and by DNR Technical Standard 1056. 2. When possible, the silt fence should be constructed in an arc or horseshoe shape with the ends pointing upslope to maximize both strength and effectiveness. 3. Attach the fabric to the posts with wire staples or wooden lath and nails. 4. 8'-0" post spacing allowed if a woven geotextile fabric is used. 5. Trench shall be a minimum of 4" wide and 6" deep to bury and anchor the geotextile fabric. Fold material to fit trench and backfill and compact trench with excavated soil. 6. Geotextile fabric shall be reinforced with an industrial polypropylene netting with a maximum mesh spacing of 3/4" or equal. A heavy-duty nylon top support chord or equivalent is required. 7. Steel posts shall be studded "tee" or "u" type with a minimum weight of 128 lbs/lineal foot (without anchor). Fin anchors shall be a minimum size of 4" diameter or 1 1/2" x 3 1/2", except wood posts for geotextile fabric reinforced with netting shall be a minimum size of 1 1/8" x 1 1/8" oak or hickory. Flow direction 3' Max Fold 3" max Support cord Geotextile fabric Flow SILT FENCE INSTALLATION TRENCH DETAIL Geotextile fabric (DOT Section 628.2 & 628.3) Flow Excess fabric 2' min bury Wood post Curlex sediment logs or equivalent Steel rebar or hardwood stake Rebar or stake to only penetrate netting, not Curlex material Channel bottom Nominal diameter as specified 16" Minimum Flow 45° to 60° Rebar or stake to only penetrate netting, not Curlex material Curlex sediment logs or equivalent Steel rebar or hardwood stake 16" minimum STAKE DETAILS (NO TRENCH) STAKE DETAIL (FRONT VIEW) NOTE: Stake installation shall meet manufacturer's requirements in regard to spacing, material, size, and bury depth. SEDIMENT LOG DETAIL Slope var.Slope var. Bottom elevation of end log shall be equal to or greater than top of lowest middle log. FRONT ELEVATION Compacted subgrade 12" Stone base course 4" - base aggregate dense 1¼" 8" - base aggregate dense 3" Varies 8" 2.00% Slope 5" Thick concrete slab with 6x6-w 1.4 x 1.4 wwf Concrete curb with #5 horizontal cont. top & bottom and #5 vertical @ 16" O.C. 3 12" Asphalt pavement (LT 58-28 S) 1 3 4" finish course 1 3 4" binder course SIDEWALK / PAVEMENT SECTION Grade as shown on plan 12" 7" - 3 4" crusher run 5" 12" Roof Drain Wye fitting Plug Building Wall ROOF DRAIN CONNECTION TO STORM SEWER 6" STANDARD CURB 18" 6" 6" R 2" Adjacent asphalt & sub baseCast in place concrete 12"/Ft. Batter, face of curb (above adjacent pavement) Construction joint Taper curb 6' Normal CURB AND GUTTER TERMINI Exhibit A - Res 19-19 45 Proposed Pond 892 885 886 887 892 888 889 889 888 887886 885 884 879 881 886 889 889 885 886 888 890 Proposed Storm Sewer Proposed Contour Proposed Swale Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall 608.73 TW Proposed Rip Rap Prop. Finished Floor Elev. Prop. Drainage Direction Prop. Flowline Spot Elev. Prop. Top of Walk Elev. 608.73 Existing Grade Proposed Culvert 608 FF=000.0 Sanitary Sewer Storm Sewer Overhead Electric Lines Utility Pole Guy Wire Deciduous Tree LEGEND Treeline Index Contour Ex Spot Elevation Culvert Intermediate Contour Utility Guy Wire Benchmark Asphalt Pavement Concrete Pavement Gravel Page Author: Date: 2.2 JRD Last Saved by: tim Filename: 5392engr.dwg Greenville Auto Town of Greenville, Outagamie County, WI For: John Korth STORMWATER POND DETAIL DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 20 0 20 40 60 04/1/2019 888.00 889.00 Varies 6'-10' per plan Wisconsin DOT Light Riprap placed over Type R Geotextile Fabric (DOT Section 606.2, 606.3, 628.2 & 628.3) 12" 3:1 3:1 889.00 888.00 4:14:1 10' 889.00 Varies 6'-10' per plan 3:1 10:1 3:1 2:1 879.00 Normal Water Surface 885.00 884.20 Match existing EMERGENCY SPILLWAY SECTION EMERGENCY SPILLWAY DETAIL TYPICAL EMBANKMENT SECTION Min. 2' clay or synthetic liner Keyway (Min 8' wide & 2' deep. Side slopes to be 1:1 or flatter.) 886.50 885.00 4 0.50 885.00 15 Elevation Crest Invert Size, in Intake orifice Slope (%) Invert Size, in Outlet SOUTH POND STAND PIPE DETAIL 36" Crest Outlet Intake Orifice with Grate Neenah foundry R-6118 Type G grate with R-1799-P frame or equivalent manufactured grate Elevation Base 882.00 Cast-in-place concrete base Install anti-seep collar to the outlet pipe with a water-tight connection. Collar shall project a minimum of 2' away from the pipe in all directions. Collar shall not be installed within 2' of a pipe joint. Pond Notes: 1. The base of the embankment shall be stripped of all vegetation, stumps, topsoil and other matter. Stripping shall be to a minimum of 6 inches. 2. Embankments shall be constructed with non-organic soils and compacted to 90% standard proctor according to the procedures outlined in ASTM D-698. No tree stumps, or other organic material shall be buried in the embankment. The constructed embankment height shall be increased a minimum of 5% to account for settling. 3. All pipes extending through the embankment shall be bedded and backfilled with embankment or equivalent soils. The bedding and backfill shall be compacted in lifts and to the same standard as the original embankment. Excavation through a completed embankment shall have a side slope of 1:1 or flatter. 4. Topsoil shall be spread on all disturbed areas, except for elevations below the safety shelf, as work is completed. The minimum depth of topsoil shall be 4 inches. 5. All areas disturbed by pond construction shall be seeded as work is completed. Pond side slopes above permanent pool shall be temporarily seeded with annual rye or oats immediately after pond is "roughed in." This will require topsoil application. Slopes steeper than 10:1 but less than 4:1 will require properly anchored mulch in accordance with Section 627.1 of the DOT Standard Specifications for Highway and Structure Construction. DOT Class I, Type B erosion mat will be required on slopes steeper than 4:1 (Section 628.2 & 628.3). 6. Riprap at all inflow points shall extend a minimum of 18 vertical inches below the permanent pool. (Section 606.2 & 606.3) 7. Any rock encountered shall be excavated to a depth two feet deeper than the proposed pond grade. 8. The pond shall be constructed with a Type B Liner with the following WDNR specifications (Wet Detention Pond Technical Standard 1001). Liners include; Clay, High Density Polyethylene (HDPE), Polyethylene Pond Liner (PPL) or any liner satisfying Type A Liner criteria. Clay liners specifications are as follows: · 50% fines (200 sieve) or more. · Hydraulic conductivity of 1 x 10-6 cm/sec or less. · Average liquid limit of 16 or greater, with no value less than 14. · Average PI of 7 or more, with no values less than 5. · Clay compaction and documentation as specified in NRCS Wisconsin Construction Specification 204, Earthfill for Waste Storage Facilities. · Minimum thickness of 2 feet. · If in-situ soils meet the above requirements of the specification for a Type B Clay Liner, including a minimum saturated hydraulic conductivity of 1 x 10-6 cm/sec to a depth of 4 feet below the pond bottom, the in-situ soils then satisfy the pond liner requirements. HDPE liner specifications are as follows: · Minimum thickness of 40 mils. · Design according to the criteria in Table 3 of NRCS 313, Waste Storage Facility Technical Standard. · Install according to NRCS Wisconsin Construction Specification 202, Polyethylene Geomembrane Lining. PPL liner Specifications are as follows: · Minimum thickness of 30 mils. · Design according to the criteria in Table 3 of NRCS 313, Waste Storage Facility Technical Standard. · Install according to NRCS Wisconsin Construction Specification 202, Polyethylene Geomembrane Lining. 9. All liners must extend above the permanent pool up to the elevation of the 2-year, 24-hour rainfall event. 884.75 885.00 NWS 12" Light Riprap over Type R fabric 5' x 5' x 12" thick Stand Pipe Orifice Intake Orifice 12" INTAKE GRATE DETAIL 38" Smooth Bars (Epoxy black painted) @ 3" O.C. Each Way, Welded Bend to match with 3" clearance from structure. 3" Provide 1" x 4 3 4 " Stainless Steel (304) pipe strap and anchors. 8' Wide Safety Shelf Liner 886.50 10' Top Embankment Width (Elev. 889.00) 3:1 8' Safety Shelf 3:1 3:1 6' Top Embankment Width (Elev. 889.00) South Pond Standpipe Provide 2 tons light riprap around intake grate per detail 10' Spillway Provide 30' 15" Storm Sewer @ 0.5% Inv. 884.85 (Endwall) 8' Safety Shelf 2:1 2:1 3:1 3:1 Provide 24 tons light riprap per detail Provide 3.6 tons light riprap per detail Provide 26 tons light riprap per detail Provide 7.8 tons light riprap per detail Provide 2.6 tons light riprap per detail 100-year Water Surface 887.70 Exhibit A - Res 19-19 46 Exhibit A - Res 19-19 47 Exhibit A - Res 19-19 48 Exhibit A - Res 19-19 49 GREENVILLE AUTO AND RV LITHONIA RSX1 WALL MOUNT Designer Date 1 29 19 Scale Not to Scale Drawing No. Summary 1 of 1 Schedule Symbol Label Quantity Manufacturer Catalog Number G 21 Lithonia Lighting RSX1 LED P4 40K R4 MVOLT WBA STD FINISH J 6 GE LIGHTING SOLUTIONS LRXR 6 10 8 40 MD - FRAME6R K 46 Lithonia Lighting TWR1 LED P3 40K Statistics Description Symbol Avg Max Min Max/Min Avg/Min LOT (STORAGE UNITS) 1.5 fc 11.3 fc 0.1 fc 113.0:1 15.0:1 PARKING LOT 6.6 fc 41.1 fc 0.1 fc 411.0:1 66.0:1 0.3 0.6 0.5 0.8 0.8 0.7 1.7 2.7 2.8 1.7 0.8 0.7 1.9 5.1 8.2 8.8 5.8 3.1 1.4 0.8 1.5 3.6 9.1 17.7 19.7 13.1 10.3 6.7 2.8 0.8 1.1 3.4 6.4 9.8 29.3 19.2 14.8 9.4 4.1 1.1 0.6 0.7 1.7 4.6 9.1 15.8 35.9 27.5 17.9 10.7 4.6 1.6 0.6 1.0 3.8 7.8 12.0 34.4 34.3 16.0 7.5 2.8 1.0 0.4 0.4 1.5 5.1 13.1 31.2 2.7 1.1 0.2 0.4 1.3 4.5 11.3 21.2 34.2 2.6 0.5 0.3 0.7 2.5 6.3 11.4 18.5 31.5 35.8 24.0 1.2 0.2 0.7 1.7 5.6 11.1 16.7 25.0 20.2 3.9 0.4 0.5 1.3 4.3 8.6 13.9 16.4 22.1 27.1 11.5 1.0 0.2 0.8 2.0 5.2 7.9 8.3 5.9 11.4 2.3 0.3 0.5 0.8 2.2 3.0 2.2 2.3 3.8 3.2 0.4 0.2 0.5 0.9 0.8 0.5 0.6 0.6 0.2 0.3 0.3 0.2 1.0 0.3 2.1 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 41.1 0.8 4.9 1.8 0.7 0.5 3.1 1.5 1.9 0.7 6.7 1.4 0.8 0.7 1.8 3.2 1.9 0.6 0.4 0.4 0.3 4.8 1.3 1.3 0.5 0.4 0.4 2.3 0.7 0.6 0.9 7.4 3.0 6.4 1.0 0.6 0.4 0.4 0.7 1.1 1.5 0.7 0.4 0.3 7.4 1.5 1.4 1.2 2.5 2.6 1.0 1.5 0.6 0.3 0.2 1.1 3.4 6.5 1.4 0.8 0.3 0.2 6.9 1.9 1.4 1.4 2.0 7.6 3.2 0.8 0.3 0.3 0.7 1.4 1.9 2.4 2.0 0.6 0.5 0.3 0.2 3.2 2.1 2.6 1.5 2.1 1.9 5.7 2.0 0.8 0.3 0.2 0.5 1.6 6.1 1.4 1.3 0.8 0.4 0.3 7.7 1.7 1.6 1.5 2.6 4.1 0.9 0.3 0.2 0.4 1.4 2.7 6.5 1.5 0.7 0.6 0.4 0.3 2.3 5.8 2.0 1.6 1.4 2.0 8.9 0.9 0.4 0.2 1.5 2.5 1.9 2.1 0.7 0.6 1.6 3.0 1.8 2.2 1.2 2.3 1.7 1.1 0.3 0.2 9.8 6.6 1.4 1.2 1.4 3.3 2.3 5.4 6.7 1.1 1.1 0.8 0.6 0.4 0.4 2.4 5.9 1.8 1.4 1.5 3.9 9.1 0.7 1.1 0.6 0.4 0.3 2.7 1.9 2.4 2.1 1.9 2.2 1.3 0.6 0.3 6.7 6.7 1.7 1.5 1.8 4.6 2.9 1.6 0.5 2.3 4.2 2.1 1.7 1.6 4.1 10.6 1.5 0.6 0.3 3.2 1.7 2.1 2.1 2.3 2.1 1.0 0.3 4.4 6.0 1.7 1.3 1.7 4.6 3.5 0.4 0.3 0.2 9.7 2.0 2.8 2.0 1.5 1.2 0.8 0.5 10.0 4.1 1.3 0.7 0.5 0.4 0.3 1.4 0.7 0.4 0.3 1.8 0.6 0.3 1.3 0.5 0.3 1.8 0.6 0.3 0.6 0.3 0.2 0.2 0.2 0.3 0.5 0.2 0.5 1.5 0.2 0.3 0.9 2.7 0.2 0.8 2.7 0.3 0.7 0.3 0.6 1.5 0.2 0.4 0.5 2.6 3.6 0.2 0.3 0.2 1.1 0.9 2.1 0.3 0.4 1.0 2.5 1.8 0.2 0.4 0.7 1.0 3.3 6.2 0.2 0.3 0.5 1.4 1.3 2.0 0.2 0.3 0.4 0.6 1.0 3.6 2.1 0.2 0.2 0.3 0.5 0.9 1.1 3.8 0.2 0.3 0.4 0.5 1.6 1.6 1.9 0.2 0.2 0.3 0.5 0.6 1.1 4.7 2.7 2.0 0.2 0.2 0.3 0.6 1.2 1.2 4.0 0.4 0.2 0.2 0.3 0.4 0.6 1.6 2.1 1.2 0.7 0.2 0.2 0.3 0.5 0.6 0.5 0.4 0.3 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 11.3 G G G G GG G G G G G GG G G G G GG G GJJJ JJJ K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K Plan View Exhibit A - Res 19-19 50 Exhibit A - Res 19-19 51 Exhibit A - Res 19-19 52 Exhibit A - Res 19-19 53 Exhibit A - Res 19-19 54 Exhibit A - Res 19-19 55 Exhibit A - Res 19-19 56 Exhibit A - Res 19-19 57 Exhibit A - Res 19-19 58 Exhibit A - Res 19-19 59 Exhibit A - Res 19-19 60 Exhibit A - Res 19-19 61 Exhibit A - Res 19-19 62 P age 1 of 1 MEETING: Planning Commission/Town Board AGENDA ITEM #: DATE: April 22, 2019 ACTION TYPE: 7b__________ Approval/Denial “T own of Greenville” AGENDA MEMORANDUM To: Honorable Chairperson and Board and Commission Members From: Michael J. D. Brown, Community & Economic Development Director Date: April 15 2019 RE: Rezoning Parcel 110086203 from General Commercial to Industrial ACTION TYPE: This item is for possible Town Planning Commission/Board Approval/Denial. BACKGROUND & SUMMARY: Staff has been working diligently with the Catherin A. Schlimm RLT, the owners of Parcel 110086203, on the development of approximately 30 arces of their 54 acre property into a future manufacturing facility. The property is located south of County Highway GV and east of County Highway CB. In order to facilitate development of the site, the property owners are looking to rezone the property from General Commercial to Industrial to meet the needs of the future development opportunity. This property is within the Town’s Tax Increment Finance District and is poised for development with the future extension of Design Drive between County Highway CB and Mayflower Road as well as construction of a regional stormwater management facility. While the developer has asked to remain anonymous at this time, staff has reviewed its proposed uses and they are best suited with Industrial zoning. ITEMS FOR DISCUSSION: 1. C onsistency with the Comprehensive Plan: The future land use map indicates this area as industrial and therefore is consistent with the comprehensive plan. The surrounding properties are a mix of Industrial and General Commercial; market conditions are better suited for more in dustrial/office uses in this area. STAFF RECOMMENDATION: Staff recommends approval the rezoning request. If the Commission is in agreement, the following motion may be made: “ Motion to recommend approval of Resolution 32-19 to the Town Board.” ### Attachments: 1. Aerial 2. Resolution 32-19 64 This map provides data containing geographic information about the Town of Greenville. The data was obtained from multiple sources and agencies. The Town of Greenville provides this information with the understanding that it is not guaranteed to be current, correct or complete and assumes no responsibility for the accuracy of this map or its use or misuse. The map is intended for use as a general reference only. Town of Greenville Zoning GENERAL AGRICULTURE SINGLE FAMILY RESIDENTIAL TWO FAMILY RESIDENTIAL MULTI-FAMILY RESIDENTIAL GENERAL COMMERCIAL DISTRICT PLANNED COMMERCIAL NEIGHBORHOOD COMMERCIAL DISTRICT BUSINESS PARK INDUSTRIAL AIRPORT DISTRICT Parcel Boundary . Scale is approximate and is not based upon legally recorded or surveyed data. WALLY WAY M AYFLOW ER DRIVE M AYFLOW ER DRIVE COUNTY RD CB COUNTY RD GV STATE RD 15 LEVI DRIVE DESIGN DRIVE QUALITY DRIVE GREENVILLE DRIVE 0 400 800200 Feet HE RO N R IDG E C O U RT DE ER HA VE N C OU R T WALLY WAY MAYFLOW ER DRIVE M AYFLO W ER DR IV E WISCONSIN AVENUE SCH RO TH LANE M AYFLO W ER DR IV E SCH OO L R OA D WISCONSIN AVENUE LILAC LA NE SCH OO L R OA D GRE ENW O O D RO AD GRE ENV ILLE D RIVE DESIG N D RIVE RED WING DRIVE NEU BERT RO AD DAWN C OU RT STAR DU ST DR IVE COUNTY RD CB STATE RD 15 STATE RD 96 COUNTY RD CB COUNTY RD GV STATE RD 15 C RAFTS ME N DR IVE CR AFTSM EN DR IVE QUA LIT Y CO URT QUA LIT Y D RIVE SPEC IA LTY D RIVE C R AF TSM E N CO U RT VA NDE R M AAZE N DR IVE TA LO N D RIVE TH RU SH D RIVE Q UAIL RU N D RIVE RED W ING DRIVE GR EENW OO D C OU RT GRE ENWO O D CO UR T EVEN IN G S TA R DR IVE LILAC LANE LILAC LANE SUM M ER WIN D LANE EVEN IN G S TA R DR IVE M OO N SHA DOW DR IVE M O ON DU ST C OU RT LE VI DRIV E LE VI DRIV E TECH NICA L D RIVE TECH NICA L D RIVE TECH NICA L D RIVE DESIG N D RIVE DESIG N D RIVE TECH NICA L D RIVE TECH NICA L D RIVE SPEC IA LTY D RIVE TO W ER VIEW D RIVE TO W ER VIEW D RIVE QUALIT Y DRIVE QUA LIT Y DRIV E GREENVILLE DRIVE MO ON SH ADOW DR IVE NEU BERT R OAD COUNTY RD CB Zoning Map: NOT TO SCALE Project Location Rezone Parcel 110086203 from General Commercial to Industrial 65 1 Resolution #32-19 RESOLUTION OF THE TOWN BOARD OF THE TOWN OF GREENVILLE APPROVING A REZONING OF PARCEL 110086203 FROM GENERAL COMMERCIAL TO INDUSTRIAL. WHEREAS, a rezoning request has been applied for to rezone parcel 110086203 from General Commercial to Industrial as shown on Exhibit A; and W HEREAS, the Planning Commission has found the request to be consistent with the Town of Greenville’s Comprehensive Plan and recommended approval to the Town Board; and N OW, THEREFORE, BE IT RESOLVED that the Town Board of the Town of Greenville hereby finds that the request is consistent with the Town of Greenville’s Comprehensive Plan and therefore approves the rezoning request. T his resolution was adopted by the Town of Greenville Town Board on the 22 nd day of April, 2019: T OWN BOARD OF THE TOWN OF GREENVILLE, WISCONSIN B y: _____________________________ Jack Anderson, Town Chair ATTEST: ___________________________________ Wendy Helgeson, Clerk M otion to Approve Resolution No. #32-19 made by: V otes: Title Name Aye Nay Other Supervisor Culbertson Supervisor Peters Supervisor Ryan Supervisor Strobel Chairperson Anderson P osted: 66 This map provides data containing geographic information about the Town of Greenville. The data was obtained from multiple sources and agencies. The Town of Greenville provides this information with the understanding that it is not guaranteed to be current, correct or complete and assumes no responsibility for the accuracy of this map or its use or misuse. The map is intended for use as a general reference only. Town of Greenville Zoning GENERAL AGRICULTURE SINGLE FAMILY RESIDENTIAL TWO FAMILY RESIDENTIAL MULTI-FAMILY RESIDENTIAL GENERAL COMMERCIAL DISTRICT PLANNED COMMERCIAL NEIGHBORHOOD COMMERCIAL DISTRICT BUSINESS PARK INDUSTRIAL AIRPORT DISTRICT Parcel Boundary . Scale is approximate and is not based upon legally recorded or surveyed data. WALLY WAY MAYFLOWER DRIVE MAYFLOWER DRIVE COUNTY RD CB COUNTY RD GV STATE RD 15 LEVI DRIVE DESIGN DRIVE QUALITY DRIVE GREENVILLE DRIVE 0 400 800200 Feet H E R O N R I D G E C O U R T D E E R H A V E N C O U R T WALL Y WAY MAYFLOWER DRIV E MAYFLOWER DRIV E W ISCONSIN AVE NUE SCH RO TH LANE MAYFLOWER DRIV E SCH OO L R OA D W ISCONSIN AVE NUE L ILAC L A NE SCH OO L R OA D GRE ENWO O D RO AD GRE ENV I LLE D RIVE DESIG N D RIVE RED WING DRIVE NEU BERT RO AD DAWN C OU RT STAR DU ST DR IVE COUNTY RD CB STATE RD 15 STATE RD 96 COUNTY RD CB COUNTY RD GV STATE RD 15 C RAFTS ME N DR IVE CR AFTSM EN DR IVE QUA LI T Y CO URT QUA LI T Y D RIVE SPEC I A L TY D RIVE C R AF TSM E N CO U RT V A NDE R M AAZE N DR IVE T A L O N D RIVE TH RU SH D RIVE Q UAIL RU N D RIVE RED WING DRIVE GR EENW OO D C OU RT GRE ENWO O D CO UR T EVEN I N G S T A R DR IVE L ILAC LANE L ILAC LANE SUM M ER WIN D LANE EVEN I N G S T A R DR IVE M OO N SHA DOW DR IVE M O ON DU ST C OU RT L E VI DRIV E L E VI DRIV E TECH NICA L D RIVE TECH NICA L D RIVE TECH NICA L D RIVE DESIG N D RIVE DESIG N D RIVE TECH NICA L D RIVE TECH NICA L D RIVE SPEC I A L TY D RIVE T O WER VIEW D RIVE T O WER VIEW D RIVE QUA LI T Y DRIV E QUA LI T Y DRIV E G RE ENVIL LE DRIVE MO ON SH ADOW DR IVE NEU BERT R OAD COUNTY RD CB Zoning Map: NOT TO SCALE Project Location Rezone Parcel 110086203 from General Commercial to Industrial Exhibit A - Res 32-19 67 P age 1 of 2 MEETING: Planning Commission/Town Board AGENDA ITEM #: DATE: A pril 22, 2019 ACTION TYPE: 7c Approval/Denial “T own of Greenville” AGENDA MEMORANDUM To: Honorable Chairperson and Board and Commission Members From: Michael J. D. Brown, Community & Economic Development Director Date: A pril 15, 2019 RE: WE Energies Gas Regulation Station Site Plan and Special Exception ACTION TYPE: This item is for possible Town Planning Commission/Board Approval/Denial. BACKGROUND & SUMMARY: At the December 17, 2018 Planning Commission meeting WE Energies presented a concept plan for a gas regulator located at the southeast corner of parcel 110085604 over an easement they are purchasing from the property owner. We Energies was concerned with the landscaping and Gateway District aesthetic requirements. The Planning Commission indicated the proposed landscaping and brick building would be acceptable as well as the gravel parking area. As such, WE Energies has submitted an application for a site plan and special exception for a gas regulator. This project requires a special exception use as the property is zoned General Commercial and there is no principle permitted use or structure on the property. SURROUNDING ZONING AND LAND USES: Existing Zoning Existing Land Use North Business Park Agriculture South General Commercial Residential East Grand Chute Agriculture West General Commercial Agriculture ITEMS FOR DISCUSSION: 1. S pecial Exception: A Special Exception for a Gas Regulator has been requested: a. S ection 320-209A(1-10) Standards for granting a special exception. Special Exceptions may be granted by the Planning Commission, and approved by the Town Board, when all of the following conditions prevail: i. The establishment, maintenance, or operation of the sp ecial exception will not be detrimental to, or endanger the public health, safety, morals, comfort or gene ral welfare of the community. 69 Page 2 of 2 ii. The special exception will not be injurious to the uses of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood in which it is to be located. iii. The proposed use will not create a look of clutter, garishness, glare or creates an obnoxious noise level, or would generate any o ther incompatibility with surrounding neighborhood. iv. The impact of the use is furthering the purposes of this chapter or the purposes of the zoning district in which the use is proposed or the adopted Comprehensive Plan of the Town. v. The establishment of the special exception will not impede the normal and orderly development and improvement of the surrounding property. vi. Adequate facilities, access roads, drainage and/or necessary services will be provided. vii. Adequate measures have been or will be taken to p rovide ingress and egress so designed as to minimize traffic congestion in the public streets. viii. If the special exception involves a public use or a use providing public utility service, that such use or service shall meet a demonstrable public need and pro vide a public benefit. ix. Lot area, lot width and setbacks meet or exceed minimum requirements and are adequate for the proposed use. When there is an existing nonconforming structure, this provision may be waived by the Town Board. x. Generally, a buffer shall exist as determined by the Planning Commission between the structure or land use to be occupied by the special exception and any adjoining property line. 2. Site Plan: Staff has reviewed the site plan and it is in general compliance with Town ordinances and the discussions the Planning Commission previously had with WE Energies. RECOMMENDATION: Staff recommends approval of the site plan and special exception requests. If the Commission is in agreement it may make the following motions: “Motion to approve Resolution 33-19” “Motion to recommend approval of Resolution 34-19 to the Town Board” ### Attachments: 1. Aerial Map 2. Resolution 33-19 3. Resolution 34-19 70 This map provides data containing geographic information about the Town of Greenville. The data was obtained from multiple sources and agencies. The Town of Greenville provides this information with the understanding that it is not guaranteed to be current, correct or complete and assumes no responsibility for the accuracy of this map or its use or misuse. The map is intended for use as a general reference only. Zoning GENERAL AGRICULTURE SINGLE FAMILY RESIDENTIAL TWO FAMILY RESIDENTIAL MULTI-FAMILY RESIDENTIAL GENERAL COMMERCIAL DISTRICT PLANNED COMMERCIAL NEIGHBORHOOD COMMERCIAL DISTRICT BUSINESS PARK INDUSTRIAL AIRPORT DISTRICT Parcel Boundary . Scale is approximate and is not based upon legally recorded or surveyed data. MAYFLOWER DRIVE MAYFLOWER DRIVE STATE RD 15 GREENVILLE DRIVE 0 200 400100 Feet WALLY WAY MAYFLOW ER DR IVE MAYFLOW ER DR IVE NEUB E RT ROA D COU NTY R D C B COU NTY R D GV STATE RD 15 LEV I DRIVE DES IGN DRIV E QUA LIT Y DRIVE GREENVILLE D RIVE MOON SHADOW DRIVE NEUB E RT ROA D COU NTY R D CB Zoning Map: NOT TO SCALE Project Location Town of Greenville WE Energies Gas Regulator Gas Regulator Location 71 Page 1 of 2 Resolution #34-19 RESOLUTION OF THE TOWN BOARD OF THE TOWN OF GREENVILLE APPROVING A SPECIAL EXCEPTION FOR A GAS REGULATOR FOR WE ENERGIES, LOCATED AT PARCEL 110085604 WHEREAS, a gas regu lator has been applied for as a special exception for WE Energies located on parcel 110085604 as shown on the attached Exhibit A; and WHEREAS, the Planning Commission has found that the conditions in which to gra nt a special exception in Section 320- 209A(1-10) of the Zoning Ordinance have been met and have recommended approval to the Town Board; and WHEREAS, the approval and continued use of the special exception shall be conditioned on the following 1. No conditions set. WHEREAS, per Section 320- 209B(2) of the Zoning Ordinance, the special exception shall expire if the use is discontinued for a period of eight months. If a building permit is required, and has not been obtained within 12 months of the issuance of the special exception permit, the applicant must request in writing and the Planning Commission may approve an extension if it finds there is no significant change to warrant a new special exception permit application. If the special exception does not require a building permit and has not started within 12 months of issuance of the special exception permit the permit is considered null and void and an application for a special exception permit shall be required. If the conditions set forth above are not met within the specified timeframes the special exception permit shall expire and be null and void. The special exception shall run with the land and is transferable with the sale of the property; and WHEREAS, this resolution shall act as the special exception permit and be enforceable by the Town; NOW, THEREFORE, BE IT RESOLVED that the Town Board of the Town of Greenville hereby finds that the conditions in which to grant a special exception in Section 320-209A(1-10) of the Zoning Ordinance have been met and approves the special exception permit. This resolution was adopted by the Town of Greenville Town Board on the 22nd day of April, 2019: TOWN BOARD OF THE TOWN OF GREENVILLE, WISCONSIN By: _____________________________ Jack Anderson, Town Chair 72 Page 2 of 2 ATTEST: ___________________________________ Wendy Helgeson, Clerk M otion to Approve Resolution No. #34-19 made by: V otes: Title Name Aye Nay Other Supervisor Culbertson Supervisor Peters Supervisor Ryan Supervisor Strobel Chairperson Anderson P osted: 73 W 26' 10' 10' 10' 10' 10' 10' Gate Proposed NG Pipe Proposed NG Pipe Proposed Building 10' 75' 150' 150' 35' 300' 219' 10' 40' Proposed Stone Section Proposed Asphalt15' Proposed Stone Section NG Pipe Connection to existing main 20' 308.16' LEGEND Proposed Contour608 Proposed Building Proposed GravelProposed Gas Line Proposed Fence Proposed Asphalt Page Author: Date: 1.0 ---- Last Saved by: tim Filename: 5640engr.dwg Gas Regulator Station, Mayflower Drive Town of Greenville, Outagamie County, WI For: We Energies SITE PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 20 0 20 40 60 04/1/2019 SHEET INDEX: Sheet Page Site Plan 1.0 Topographic Survey 1.1 Drainage and Grading Plan 1.2 Erosion & Sediment Control Plan 1.3 NO SCALE LOCATION MAP NE 1/4 SEC 24, T 21 N, R 16 E, TOWN OF GREENVILLE OUTAGAMIE COUNTY, WI 1924 STH 15 Mayflower Road Project Location 13 18 24 19 13 24 24 County Road CB Greenville Drive Project Information Owner: We Energies 333 West Everett Milwaukee, WI 53201 Phone (414) 221-2850 Site: Parcel ID # 110085604 Zoning: General Commercial District Airport: Zone 2b Easement Areas: Open Gradation: 10,090 square feet Building: 260 square feet Green Space: 6,900 square feet Total: 17,250 square feet Setbacks: Front Town Road: 37' Rear: 20' Side: 20' Maximum Height: 20' Distance to north property line Exhibit A - Res 34-19 74 Utility Pole Guy Wire Wetlands LEGEND Treeline Index Contour Ex Spot ElevationCulvert Intermediate Contour Well Asphalt Pavement Benchmark Permanent Regulator Exclusive Easement Utility & Access Easement W N89° 29' 18"W 428.03' S00° 30' 42"W 64.71' S13° 13' 30"E 63.14' 150.00'150.00' N00° 30' 42"E 75.00' S89° 29' 18"E 150.00' 35.00' 40.00' S89° 29' 18"E 150.00' 24.71' 40.00' S00° 30' 42"W 75.00' 128.03' Page Author: Date: C1.1 ---- Last Saved by: jim Filename: 5640Topo.dwg Gas Regulator Station, Mayflower Drive Town of Greenville,Outagamie County, WI For: We Energies TOPOGRAPHIC SURVEY DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro NOTES This topographic survey was performed during winter conditions. Utility and ground features shown on this map are indicated based on what was observed at the time. Utility markings and existing features may have been covered by snow and/or ice and may not be shown on this map. Existing utilities shown are indicated in accordance with available records and field measurements. The contractor shall be responsible for obtaining exact locations & elevations of all utilities, including sewer & water from the the property owners of the respective utilities. All utility the property owners shall be notified by the contractor 72 hours prior to excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations. This is not a boundary survey. 03/4/2019 20 0 20 40 60 NO SCALE LOCATION MAP NE 1/4 SEC 24, T 21 N, R 16 E, TOWN OF GREENVILLE OUTAGAMIE COUNTY, WI 1924 STH 15 Mayflower Road Project Location 13 18 24 19 13 24 24 County Road CB Greenville Drive Bearings are referenced to the East line of the Northeast 1/4, Section 24, T21N, R16E, assumed to bear N00°30'42"E, base on the Outagamie County Coordinate System. Exhibit A - Res 34-19 75 W Gate Proposed NG Pipe Proposed NG Pipe Proposed Building FF=751.5 848.50849.35 850.59 850.46 Proposed Stone Section Proposed AsphaltProposed Stone Section Replace culvert at existing field entrance with 32' 28"x20" CMPA with endwalls Inv 847.40 N Inv 847.50 S Match existing grade (849.65 +/-) to maintain drainage path from south Match existing grade, field verify All green space within easement shall be seeded with no-mow seed mixture NG Pipe Connection to existing main 848.50 852.2 852.2 849.75 849.50 850.59 850.46 849.35 140' x 4' wide swale at 0.60% slope 850.50 850.50 850 851 852 849 851 850 850 All green space within easement shall be seeded with no-mow seed mixture Emergency Overland Overflow path 849.20 849.20 848.95 848.95849 LEGEND Proposed Contour 608.73 Proposed Grade 608 Existing GradeProposed Culvert Proposed Building Proposed Gravel Prop. Finished Floor Elev.FF=000.0 Proposed Gas Line Proposed Fence Page Author: Date: 1.2 ---- Last Saved by: tim Filename: 5640engr.dwg Gas Regulator Station, Mayflower Drive Town of Greenville, Outagamie County, WI For: We Energies DRAINAGE & GRADING PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro NOTES: 1. Existing utilities shown are indicated in accordance with available records and field measurements. The contractor shall be responsible for obtaining exact locations & elevations of all utilities, including sewer and water from the owners of the respective utilities. All utility owners shall be notified by the contractor 72 hours prior to excavation. Contact Digger's Hotline (1-800-242-8511) for exact utility locations. 2. The Contractor shall verify all staking and field layout against the plan and field conditions prior to constructing the work and immediately notify the Engineer of any discrepancies. 3. The contractor shall minimize the area disturbed by construction as the project is constructed. Disturbed areas shall be seeded as soon as final grade is established. Contractor shall replace topsoil and then seed, fertilize and mulch all lawn areas within 1 week of topsoil placement. 4. Contractor shall remove all excess materials from the site. Earthwork contractors shall verify topsoil depth. 5. Updated survey and title search have not been authorized and the boundary and easements shown may be inaccurate or incomplete. 20 0 20 40 60 04/1/2019 Stabilize with DOT Class I, Type B (DOT Section 628.2 & 628.3) or approved equal erosion control blanket 15' Min TYPICAL DRAINAGE SWALE SECTION 4:1 Max 4' wide bottom, grade on drainage plan Property line Match existing grade 4:1 Max NOTE: Mat should extend to top of bank or 18" vertically, whichever is less. Compacted subgrade 12" Stone base course 4" - base aggregate dense 1¼" 8" - base aggregate dense 3" 12" ASPHALT PAVEMENT SECTION Topsoil 1:1 Min. 4" Asphalt pavement 1 3 4" finish course 2 14" binder course Edge of pavement as shown on plan Compacted subgrade 12" Stone base course Open Graded Aggregate per Section 310 State of Wisconsin Standard Specification For Highway and Structure Construction, latest edition. STONE SECTION Topsoil or Landscaping 1:1 Min. Exhibit A - Res 34-19 76 W Gate Proposed NG Pipe Proposed NG Pipe Proposed Building Perimeter Silt Fence Tracking Pad Proposed Stone Section Proposed AsphaltProposed Stone Section Class III Sediment Log Replace culvert at existing field entrance with 32' 28"x20" CMPA with endwalls Inv 847.40 N Inv 847.50 S NG Pipe Connection to existing main Stabilize swale with Class 1, Type B matting per swale detail sheet 1.2. 850 851 852 849 851 850 850 849 Proposed Sediment barrier LEGEND Proposed Tracking Pad Proposed Contour Prop. Drainage Direction 608.73 Proposed Grade 608 Existing GradeProposed Culvert Proposed Building Proposed Gravel Prop. Finished Floor Elev.FF=000.0 Proposed Gas Line Proposed Fence Page Author: Date: 1.3 ---- Last Saved by: tim Filename: 5640engr.dwg Gas Regulator Station, Mayflower Drive Town of Greenville, Outagamie County, WI For: We Energies EROSION & SEDIMENT CONTROL PLAN DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 20 0 20 40 60 04/1/2019 2' Min Backfill trench with excavated soil Geotextile fabric only (DOT Section 628.2 & 628.3) Wood posts 4' min. length 2' min. bury Silt fence notes: 1. Detail of construction not shown on this drawings shall conform to criteria set by authorities having jurisdiction and by DNR Technical Standard 1056. 2. When possible, the silt fence should be constructed in an arc or horseshoe shape with the ends pointing upslope to maximize both strength and effectiveness. 3. Attach the fabric to the posts with wire staples or wooden lath and nails. 4. 8'-0" post spacing allowed if a woven geotextile fabric is used. 5. Trench shall be a minimum of 4" wide and 6" deep to bury and anchor the geotextile fabric. Fold material to fit trench and backfill and compact trench with excavated soil. 6. Geotextile fabric shall be reinforced with an industrial polypropylene netting with a maximum mesh spacing of 3/4" or equal. A heavy-duty nylon top support chord or equivalent is required. 7. Steel posts shall be studded "tee" or "u" type with a minimum weight of 128 lbs/lineal foot (without anchor). Fin anchors shall be a minimum size of 4" diameter or 1 1/2" x 3 1/2", except wood posts for geotextile fabric reinforced with netting shall be a minimum size of 1 1/8" x 1 1/8" oak or hickory. Flow direction 3' Max Fold 3" max Support cord Geotextile fabric Flow SILT FENCE INSTALLATION TRENCH DETAIL Geotextile fabric (DOT Section 628.2 & 628.3) Flow Excess fabric 2' min bury Wood post Note 1 Use hard, durable, angular stone or recycled concrete meeting the gradation in Table 1. Where this gradation is not available, meet the gradation in Wisconsin Department of Transportation (DOT) 2018 Standard Specification, Section 312, Select Crushed Material. Note 2 Slope the stone tracking pad in a manner to direct runoff to an approved treatment practice. Note 3 Select fabric type based on soil conditions and vehicles loading. Note 4 Install tracking pad across full width of the access point, or restrict existing traffic to a dedicated egress lane at least 12 feet wide across the top of the pad. Note 5 If a 50’ pad length is not possible due to site geometry, install the maximum length practicable and supplement with additional practices as needed. TABLE 1: GRADATION FOR STONE TRACKING PADS Sieve Size Percent by weight passing 3" 100 2-1/2" 90-100 1-1/2" 25-60 3/4" 0-20 3/8" 0-5 TRACKING PAD DETAIL Aggregate1 Full width of the egress point4 Geotextile Fabric Liner 3 50' Min5 12" Min2 Site Description The site is an easement for a natural gas regulator station. The site has access from an existing field access on Mayflower Drive. The balance of the property (outside the easement) is agricultural land within the Mud Creek watershed having outlet to the Mayflower Drive cross culvert north of the easement location. Soils Soils are silt loam to silty clam loam being Hortonville Silt Loam and Symco Silt Loam. Planned Sediment and Erosion Control Practices All erosion control practices shall be in place prior to disturbing the site. All sediment and erosion control devices and methods shall be in accordance with DNR Technical Standards and the WisDOT Erosion Control product acceptability lists (PAL). It is the responsibility of the Contractor to minimize the area disturbed and the duration of the disturbance. Erosion & sediment control measures shall be maintained on a continuing basis until the site is permanently stabilized. All applicable controls must be in place at the end of each work day with all off-site sediments being cleaned daily or as necessary as no sediment flushing is allowed. 1) Diverting Flow a) Permanent Diversion - Intended to divert runoff around disturbed areas to a location where the water can be discharged without adversely impacting the receiving area or channel. Permanent diversions will be used to route runoff from the swale to the Mayflower Drive road ditch. 2) Overland Flow a) Silt Fence - Intended to provide a temporary barrier to the transportation of sediment offsite. Silt fence also reduces the velocity of sheet flow; thereby reducing the erosion potential of flowing water. Silt fencing is not to be used in areas of channelized flow and sediment deposits shall be removed when a 6 inch depth is reached. The silt fence shall be repaired or replaced as necessary to maintain a barrier. All Silt Fence shall be installed and maintained in accordance with DNR Technical Standard 1056. It will be placed at the following locations: i) along the site boundary where runoff will leave the site. b) Mulching and Erosion Mat - Intended to reduce the amount of erosion caused by raindrop impact, high overland and concentrated flow velocities and assist the establishment of both temporary and permanent vegetation. All Erosion Mat shall be installed and maintained in accordance with DNR Technical Standards 1052 and 1053 and all Mulching with DNR Technical Standard 1058 . In addition to mulching, Erosion Mat is required per plan and if field conditions warrant. c) Seeding - Intended to provide a reduction of overland flow velocities and stabilize disturbed areas. Seeding will be used on all disturbed areas within seven days of the completion of the activity that will disturb the area. All seeding shall be in accordance with DNR Technical Standard 1059 . A no mow seed mixture shall be applied for permanent seeding prior to September 15 th. If required, temporary seeding shall consist of Oats, Rye, Winter Wheat, and/or Annual Ryegrass applied at rates and during the season specified by the Technical Standard but no later than November 1 st. Sod placement may occur at any time sod is available and the sod and soil are not frozen. 3) Permanent Channel Stabilization a) Vegetated Waterway - Intended to establish permanent vegetation to reduce the velocity of concentrated runoff thereby protecting the waterway from erosion. The type of erosion mat used will depend upon the velocity of the runoff in the channel and are specified in accordance with DOT Erosion Control Product Acceptability Lists (PAL). Vegetated waterways will be used in the following areas: i) drainage swale as indicated on the plans; 4) Tracking Out Control - Intended to reduce the amount of sediment transported onto public roads. The Tracking Pad shall be installed and maintained in accordance with DNR Technical Standard 1057. A stone tracking pad will be constructed at the site entrance as indicated on the plan. 5) Dust Control - Intended to reduce surface to air transport of dust during construction. Dust control shall be implemented with use of methods provided in DNR Technical Standard 1068. These methods include the use of polymers, seeding, and mulch. 6) Dewatering BMP - Intended to reduce the amount of sediment conveyed due to dewatering practices. Dewatering practices require compliance with DNR Technical Standard 1061. The use of geotextile bags is required to prevent sedimentation with a stabile discharge to the storm water pond or upland area (if pumping is required for stormwater pond construction). The bags shall meet the requirements of Technical Standard 1061. Upon completion of the dewatering operation, all materials must be disposed of properly in accordance with all state and local requirements. Dewatering is not anticipated. 7) Waste Material - All onsite waste and construction materials shall be handled and disposed of properly. No pavement material, runoff from concrete washout, or other waste material is allowed to enter the drainage system or receiving waters. Sequence of Construction 1) Obtain plan approval and other applicable permits 2) Install & maintain all sediment control measures: May 2019 3) Strip topsoil in the area of the station and driveway: May 2019 4) Site Work Construction (utilities, grade, gravel, building): May-June 2019 5) Stabilize lawn and ditch areas no later than one week after final grade is established, the entire site shall be stabilized by the end of June with vegetation established prior to the end of 2019 growing season. 6) Apron paving: July 2019 Maintenance Plan The contractor is responsible for inspection and maintenance of sediment and erosion control measures until the project is completed. The inspections shall be made every seven days or within 24-hours of a rainfall event of 0.50-inch or greater. Any practices that are damaged or not working properly shall be repaired by the end of the day. Accumulated sediment shall be removed when it has reached a height of one-half the height of the structure. In addition, the following measures shall be taken: 1) All seeded areas will be re-seeded and mulched as necessary according to the specifications in the planned practices to maintain a vigorous, dense vegetated cover. 2) Remove silt fence and temporary structures only after final stabilization and vegetative cover is established. 3) Avoid the use of fertilizers and pesticides in or adjacent to channels or ditches. 4) Construction and waste materials shall be properly disposed. Weekly inspection reports shall be maintained by the contractor. These reports shall document inspections and maintenance performed. The date and time of the inspections, the inspector's name, and the status of construction and any maintenance performed. Refer to the DNR website for a template; http://dnr.wi.gov/runoff/stormwater/constrforms.htm#forms. Upon request, the inspection reports shall be made available to the owner, the engineer, or the Town of Greenville. Responsible Parties Best Management Practices (BMPs) Construction and Maintenance: To be Determined (TBD) BMP Inspection and Compliance Enforcement Town of Greenville Curlex sediment logs or equivalent Steel rebar or hardwood stake Rebar or stake to only penetrate netting, not Curlex material Channel bottom Nominal diameter as specified 16" Minimum Flow 45° to 60° Rebar or stake to only penetrate netting, not Curlex material Curlex sediment logs or equivalent Steel rebar or hardwood stake 16" minimum STAKE DETAILS (NO TRENCH) STAKE DETAIL (FRONT VIEW) NOTE: Stake installation shall meet manufacturer's requirements in regard to spacing, material, size, and bury depth. SEDIMENT LOG DETAIL Slope var.Slope var. Bottom elevation of end log shall be equal to or greater than top of lowest middle log. FRONT ELEVATION Exhibit A - Res 34-19 77 Exhibit A - Res 34-19 78 1" = 50' Scale: 3/4/2019Date: Revision #: 1 Chad Wolfrath WE ENERGIES GREENVILLE Landscape Plan: Landscape Design by: Shrub, Deciduous Dogwood, Variegated 9 Cornus alba 5 Gal. Viburnum, Dwarf 14 Viburnum 'Compactum' 5 Gal. Tree, Deciduous Maple, Armstrong 5 Acre rubric 'Armstrong' 11/2" Pear, Callery, Chanticleer 4 Pyrus calleryana 'Chanticleer' 11/2" Tree, Evergreen Spruce, Black Hills 8 Picea glauca 'Densata' 5-6' Legend Common Name Qty Botanical Name Size Hardwood mulch No underlayment No edging areas not covered with Hardwood Mulch to be restored with a no mow seed mix and covered with straw blankets to eliminate erosion. planting diagram form saucer with 3" continuous rim soil backfill w/ mix tamp to remove air pockets hardwood mulch 3" depth not to scale not to scale mayflower Drive 15' wide asphalt area 15' wide no mow seed area 10' wide no mow seed area Exhibit A - Res 34-19 79 Luminaire Schedule SymbolQtyLabelDescription 1OA1045HY50WNFRVLYHZ0000H001 mounted @ 11' Isoline Legend Illuminance (Fc) ColorValue 0.1 0.2 0.5 1 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Exhibit A - Res 34-19 80 Page 1 of 1 MEETING: Planning Commission & Town Board AGENDA ITEM #: 7d DATE: April 22, 2019 ACTION TYPE: Discussion “Town o f Greenville” AGENDA MEMORANDUM To: Honorable Chairperson and Board and Commission Members From: Michael J. D. Brown, Community & Economic Development Director Date: April 15, 2019 RE: Ordinance 03-19 Town Functional Road Classification System ACTION TYPE: This item is for possible Town Planning Commission/Board Approval/Denial. BACKGROUND & SUMMARY: As part of the update to the Subdivision Ordinance staff has been working on it was identified that th ere were c onflicts between the Subdivision Ordinance and the Town Functional Road Classification System. As a result, Community Development, Public Works and GIS has updated Chapter 204 Article II Town Functional Road Classification System to reflect appropriate road classifications. Collector roads have been broken out into major and minor classifications and the extension of Design Drive between County Highway CB and Mayflower has been designated as an Officially Mapped Road, being a Tax Increment Finance District project. The Roads going into the Sports Complex off of State Highway 96 as well as the east/west connectors have been added as Officially M apped Roads as this is a requirement of the State Department of Transportation in order to receive an access permit to the Sports Complex and Well #5 currently being developed. RECOMMENDATION: Staff recommends approval of Ordinance 03-19 Town Functional Road Classification System. If the Planning Commission is in agreement the following motion can be made. “Reco mmend approval of Ordinance 03-19 to the Town Board” ### Attachments: 1. Ordinance 03-19 82 TO WN OF GREENVILLE ORDINANCE NO. 03-19 TOWN FUNCTIONAL ROAD CLASSIFICATION SYSTEM T he Town Board of the Town of Greenville, Outagamie County does hereby ordain as follows: S ections §204-10 through §204-13 of the Town of Greenville Code is hereby repealed and recreated as follows: § 204-10 Functional road classification. There is hereby established a Functional Road Classification System consisting of arterial roads, major collector roads, minor collector roads, and local roads in the Town of Greenville as defined and designated below. § 204-11 Arterial roads. The primary function of arterial roads is the movement of through traffic from one area of the community to another or the movement of through traffic between important economic activity centers, more specifically to carry traffic from Major and Minor Collector roads to it. A. Existing roads designated as arterial roads. The following existing roads are designated as arterial roads in addition to any extensions or new alignments of these roads: 1. WIS 15 2. WIS 76 3. WIS 96 4. COUNTY BB 5. COUNTY CA 6. COUNTY CB 7. COUNTY GV 8. COUNTY JJ § 204-12 Collector roads. The primary function of collector roads is to collect and distribute traffic between arterial roads and local roads. Collector roads shall have a right-of-way of not less than 80 feet. A. Major Collector Roads. The primary function of major collector roads is to carry traffic from minor collector roads to the major systems of arterial roads. The following existing roads are designated as major collector roads in addition to any extensions or new alignments of these roads as shown on the official map: 1. Greendale Road 2. Hillview Road 3. Island Road 4. Julius Drive 83 5. Manley Road 6. Mayflower Drive 7. North Road 8. School Road 9. Spring Road 10. West Spencer Road B. Minor Collector Roads. The primary function of minor collector roads is to carry traffic from Local roads to the major system of Major Collector and Arterial roads, it may include the principal entrance roads to residential, commercial and industrial developments. The following existing roads are designated as minor collector roads in addition to any extensions or new alignments of these roads as shown on the official map: 1. Design Drive 2. Everglade Road 3. Greenwood Road 4. Lily of the Valley Road (south of WIS 15) 5. Moon Shadow Drive 6. Neubert Road 7. Parkview Drive C. Local Roads. The primary function of local roads is to carry traffic from abutting properties within a subdivision to Minor Collector streets; local streets should avoid connecting directly to major collectors or arterials when possible. Those roads not classified as an arterial or collector shall be considered local roads with a minimum right-of-way width of not less than 66 feet. § 204-13 Official Town of Greenville Functional Classification System Map. There is hereby established an Official Town of Greenville Functional Classification System Map depicting the designation and location of existing and proposed arterial roads, existing and proposed collector roads and existing and proposed local roads. The Official Town of Greenville Functional Classification System Map as shown in Figure 1 shall be part of this chapter and constitute a part of the Official Map of the Town of Greenville. A. Amendments. Amendments to the Official Town of Greenville Functional Classification System Map shall be approved by the Town Board in accordance with the amendment provisions in Article I, General Provisions, of this chapter. Amendments shall be promptly portrayed on the map. B. Detail maps. The Town Board may from time to time establish more detailed maps showing locations, distance and other information for proposed arterial, collector and local roads in Article IV, Detail Maps, of this chapter. In the event of any conflict or variance between locations and distance on the Official Town of Greenville Functional Classification System Map as shown in Figure 1 and detailed maps in Article IV of this chapter, the detailed maps shall prevail and constitute the proper location and distance. 84 If this conflicts with any section within the Town of Greenville Municipal Code, this ordinance shall prevail. This Ordinance shall take effect upon passage and publication. Adopted this 22nd day of April, 2019. TOWN OF GREENVILLE: Jack Anderson Town Chairperson Attest: Wendy Helgeson Town Clerk 85 Julius Dr School Rd Municipal Dr North Rd Wisconsin Av Greenville Dr Spring Rd Manley Rd N Mayflower Dr Winnegamie Dr Island Rd Hillview Rd Everglade Rd W Spencer Rd Rickey La Greenwood Rd Lilac La Levi Dr Design Dr Greendale Rd Parkview Dr Quality Dr Winnegamie Drive Joan St River Dr Glennview Dr Spring Valley Dr Greenridge Dr Glen Valley Dr College Av Holy Hill Dr Medina Dr Neubert Rd Communication Dr S Mayflower Dr Terrace Dr Ares Dr Spencer Rd Aerotech Dr Cedar Dr Fairwinds Dr Sunnyvale La Maple Terrace Rd Westhaven Dr Ellen La Craftsmen Dr Rocky Mountain Dr Ridgeway Dr Tower View Dr Specialty Dr Sunrise Tr Churchill Rd Redwing Dr Summer View Dr Endeavour Dr Technical Dr Buman Way Star Dust Dr Westgreen Dr Discovery Dr Windward Dr Puls Farm Pl Swanee Cir Long Ct Moon Shadow Dr Thrush DrBrush Run Hickory Nut Tr Meadow Park Dr Cedar La Spring Ct Sunset Dr Pebble Ridge Rd Elpaso Dr Charleen La Lundeen Dr Fox Springs Dr Prairie Ct Bennett Cir Two Mile Rd South Creek Dr Fawn Ridge Dr Challenger Dr Hyacinth La Heavenly Dr Shagbark Way Peaceful Ct Angel Hill Dr Emerald La Priscilla La Lily Of The Valley Dr Horizon Dr Colonial Dr Evening Star Dr Sunfield Dr Sally St Foxwood Dr N Spring Dr Savannah Dr Prairie View Dr Hickory Meadows La Boonesborough Dr Fox Hollow La Crandon Ct Pilgrim St Linda Lou Dr Meadowview Dr Harvest Dr Prescott Dr Rimrock La Fairlane Dr Quarry View Dr Pasture Pkwy Pathfinder Dr Milly St Rawley Point Dr Dover Ct Columbia Dr Parkview Drive Airport Park Dr Bobwhite Dr Buttercup Ct Rockdale La Hummock Dr Moonlight Dr Jackie Ct Highgreen Dr Waterlefe Drive Cleary Ct Midnight Way Vast Domain Dr Plymouth St Hillwood Ct Timothy La Forest Glen Dr Ridgeside Dr Clover La Englewood Dr Learning Way Atlantis Dr Brookview Dr Arnies La Schroth La Red Hawk Dr Donna Dr Hillcrest Ct Lynchburg Dr Lakeview Ct Orchid Way Reimer Dr West Meadows La Merrimac Dr Bluebluff Way South Park Dr Rock Island Dr Sherwood Point Dr West Lake Ct Stone Bluff LaWesthaven Ct Marlys Ct Dairy La Velma La Gemini La Glenford Way Violet Ct Cornhusk Dr Greenwood Ct Keimar Ct Winds End La Joeys Pl Autumn Ct Anderson La Trillium Ct Comet La Christy La Wally Way Molly Marie Ct Bettys Rodeo Dr Cheryl Ct Hot Springs Ct Ponderosa Dr Vander Maazen DrMaple Leaf Ct Blustery Dr Windyhill Rd Deer Haven Ct Jeremy Ct Winnegamie Drive Ellen La Winnegamie Drive Greendale Rd Greenville Dr Winnegamie Drive Parkview Dr Winnegamie Drive College Av Hillview Rd Greendale Rd Revised November 24, 2009 Revised March 10, 2010 Revised April 10, 2013 Revised July 18, 2017 Revised December 4, 2017 Revised March 5, 2019 Source: Outagamie County, 2010 This map provides data containing geographic information about the Town of Greenville. The data was obtained from multiple sources and agencies. The Town of Greenville provides this information with the understanding that it is not guaranteed to be current, correct or complete and assumes no responsibility for the accuracy of this map or its use or misuse. The map is intended for use as a general reference only. Prepared March 21, 2019 By: Town of Greenville - GIS Department W6860 Parkview Dr. P.O. Box 60 Greenville, WI 54942 (920)757-7276 Phone (920)757-6342 Fax Website: www.townofgreenville.com Email: gis@townofgreenville.com Town of Greenville Officially Mapped Road Local Arterial Major Collector Minor Collector Street Section # AEROTECH DR 25 AIRPORT PARK DR ALEXANDRA WAY 25 23 ANDERSON LN ANGEL HILL DR 31 3 APPLETREE CT ARES DR (pvt) 14 35 ARNIES LN 11, 14 ATLANTIS DR (pvt) 25 AUTUMN CT 9 BAILEY'S HARBOR CT 12 BAILEY'S HARBOR RD 12 BARNWOOD CT 21 BARRY CT 14 BENJAMIN DR 3 BENNETT CIR 4, 9 BETTY'S RODEO DR 22 BIRMINGHAM ST 12 BLUE HERON LA 3 BLUEBLUFF WAY 3 BLUSTERY DR 14, 23 BOBWHITE DR 23 BON BON CT 10 BONAVENTURE TER BOONESBOROUGH DR 23 12 BRACKENWOOD LA (pvt) 15 BRANDON CT 13 BROOKHILL DR 10 BROOKVIEW DR 30 BRUSH RUN 21 BUCKY'S WAY 23 BUMAN WAY 16 BUTTERCUP CT 10 C.T.H. BB C.T.H. CA 35, 36 25 C.T.H. CB 24,25, 36 C.T.H. GV 24 C.T.H. JJ 1,2, 3, 4, 5, 6 CAPE COD AVE 36 CEDAR DR 14 CEDAR GROVE CT 14 CEDAR LA 14 CELEBRATION DR 7 CHALLENGER DR (pvt) 25, 36 CHAPEL HILL DR 3 CHARLEEN LA 23 CHATHAM CT CHERYL CT 23 23 CHESAPEAKE CT 12 CHRISTY LA 10 CHURCHILL CT 22 CHURCHILL RD 22 CLEARY CT 22 CLOVER LA 10 COBBLESTONE CT 23 COLONIAL DR 36 COLUMBIA DR (pvt) 36 COMET LA 13 COMMUNICATION CT 25 COMMUNICATION DR 25 CONTRACTOR DR 36 CORNHUSK DR 3 COZY CREEK 14 CRAFTSMEN CT 23 CRAFTSMEN DR 23 CRANDON CT CRESTFIELD WAY 21 15 DAIRY LA (pvt) 22 DANIEL CT 14 DAWN CT 13 DEER HAVEN CT 13 DESIGN DR 23, 24 DIAMOND CT 14 DISCOVERY DR (pvt) 25 DONNA DR 11 DOVER CT 10 ELLEN LA 14 ELPASO DR 12 EMERALD CT 14 EMERALD LA 14 ENDEAVOR DR (pvt) 26 ENGLEWOOD DR 3 ENTERPRISE DR (pvt) 25 EVENING STAR DR 13 EVERGLADE RD 10, 11, 12 FAIRLANE DR 14 FAIRWINDS DR 14 FAITH CT (pvt) FALLON LN FAMILY CIR 23 23 23 FAWN RIDGE CT 14 FAWN RIDGE DR 14 FLAGSTONE CT 23 FOREST GLEN CT 15 FOREST GLEN DR 15 FORSYTH PKWY FOX HOLLOW LA 23 10 FOX SPRINGS DR 21 FOXWOOD DR 33 GEMINI LN 15 GEMSTONE CT 23 GENE CT 21 GLEN ROSE LA 3 GLEN VALLEY DR 3 GLENFORD WAY 3 Street Section # GLENNVIEW DR 23 GOLDEN AUTUMN PL 23 GOLDFINCH CT 11 GOLDFINCH DR 11 GOOSE CREEK CIR 12 GREEN WILLOW CT 14 GREEN WILLOW LA 14 GREENBUSH CT 14 GREENDALE RD 6, 7, 18, 30 GREENRIDGE DR 14, 15 GREENVILLE CENTER DR 36 GREENVILLE DR 9,10,13,14,15,24 GREENWOOD CT 14 GREENWOOD RD 11, 12, 13, 14 HARPERS DR 12 HARVEST DR 16 HAWKFIELD (pvt) 15 HEAVENLY DR 3 HERON RIDGE CT 13 HICKORY MEADOWS LA 34 HICKORY NUT TR HIGH POINT LN 34 15 HIGHGREEN CT 14 HIGHGREEN DR 14 HILLANDALE DR 3 HILLCREST CT 8 HILLVIEW RD 3,4,5,6,7 8,9,10 HILLWOOD CT 9 HOLY HILL DR 3 HORIZON DR 33 HOT SPRINGS CT 12 HUMMOCK DR 2 HYACINTH CT 10 HYACINTH LA 10 ISLAND RD 29, 31, 32 IVY LA 10 JACKIE CT 17 JEREMY CT 10 JOAN ST 2 JOEY'S PL 23 JULIUS DR 9,10,15,16,21, 22,27,28,33,34 KAS DR 11,14 KEIFER CT 14 KEIMER CT 14 KIMBERLY CT 14 KNOLLWOOD CT 14 LAKEVIEW CT 21 LAKEVIEW LA 21 LAWLER CT 8 LEARNING WAY LEVI DR 2 23, 24 LILAC LA 13, 14 LILY OF THE VALLEY CT 10 LILY OF THE VALLEY DR 10 LINDA LOU DR 16 LONG CT 25 LUNDEEN DR 8 LYNCHBURG DR 12 MANLEY RD 5,6,7,8,17,18, 19, 20 MAPLE TERRACE RD 10, 11 MAPLE LEAF CT 21 MARCY CT 14 MARLYS CT 8 MARRIHILL CT 2 MAYFLOWER RD 1,12,13,24,25, 36 MEADOW PARK DR 15 MEADOWVIEW DR 11, 14 MEDINA DR 11, 14 MERRIMAC DR 14 MICHAEL CT 14 MIDNIGHT CT 15 MIDNIGHT WAY 15 MILLY ST 2 MISTY SPRING CT 9 MOLLY MARIE CT 21 MOON DUST CT 13 MOONLIGHT DR 15 MOON SHADOW DR 13 MORNING GLORY LA 10 MUNICIPAL DR 2,3,10,11,14, 15,22, 23,26, 27,34,35 NATURE TR DR 34 NEUBERT RD 13 NORTH RD 4,5,8,9,16,17, 20,21,28,29 NORTH SPRING DR 9 NORTHMONT DR 3 OAKWOOD AVE OLDE QUARRY LN 33 20 OLIVE CT 14 ORCHID WAY 10 PARKVIEW CT 10 PARKVIEW DR 10, 11, 12, 13 PASTURE PKWY (pvt) 22 PATHFINDER DR (pvt) 35, 36 PEACEFUL CT 20 PEBBLE RIDGE RD 23 PILGRIM ST 36 PINE VIEW CT 30 PLYMOUTH ST 36 PONDEROSA DR 10 PORTSIDE CT 11 Street Section # PRAIRIE CT 15 PRAIRIE VIEW DR PRESCOTT DR 15 23 PRISCILLA LA 36 PULS FARM PL 3 QUAIL RUN DR 23 QUALITY CT 23 QUALITY DR QUARRY RIM RD 23, 24 20 QUARRY VIEW DR 20 RAWLEY POINT DR 12 RED HAWK DR 33 RED WING DR 23 REIMER CT 10 REIMER DR 10 REIS RD 3 RHINESTONE CT 14 RICKEY LA RIDGELINE TR 13, 14 15 RIDGESIDE DR 33 RIDGETOP DR 33 RIDGEWAY DR 11, 14 RIMROCK LA 15 RIVENDALE CT (pvt) 15 RIVER DR 20 ROBERT CT 21 ROCHELLE CT 10 ROCK ISLAND DR 12 ROCKDALE LA 15 ROCKY MOUNTAIN DR 12 SALLY CT 2 SALLY ST 2 SAVANNAH DR 12 SCHOOL RD 13 - 24 SCHROEDER FARM DR 11, 14 SCHROTH LA 24 SHADYBROOK LA 10 SHAGBARK WAY 34 SHENANDOAH CT 12 SHERWOOD POINT CT 12 SHERWOOD POINT DR 12 SKYLINE DR 14 SMOKEY CT 12 SNOWDROP CT 10 SOUTH CREEK DR 21 SOUTH PARK DR 36 SOUTHPORT DR 12 SPECIALTY DR 23, 24 SPENCER RD 25, 36 SPRING CT 9 SPRING RD 7,8,9,10,15,16,17,18 SPRING GREEN PL 23 SPRING VALLEY DR 21 SQUIRREL RUN 34 ST. HELEN DR 3 ST. MARY'S DR 2 STAR DUST DR 13 STATE RD 15 4, 5, 6 STATE RD 76 34, 35 STONE BLUFF LA 15 SUMMER WIND DR 13 SUMMERBREEZE LN 23 SUMMER VIEW DR 16 SUNFIELD DR 10 SUNNYVALE LA 14, 15 SUNRISE TR 34 SUNSET DR 34 SWANEE CIR 12 TALLAHASSEE CT 12 TALON DR 23 TECHNICAL DR 24 TERRACE DR 9 THORNTON DR 3 THRUSH DR 23 TIMOTHY LA 3 TOPAZ CT 14 TOWER VIEW DR 24 TRILLIUM CT 9 TUCKAWAY CT 14 TWO MILE RD 36 VANDER MAAZEN DR 23 VANESSA LA 3 VAST DOMAIN DR 7 VELMA LA 16 VIOLET CT 9 VISTA CT 2 W SPENCER RD 26,27, 28, 33, 34, 35 WALLY WAY 24 WATERLEFE DR 11, 14 WEATHERHILL CT 2 WESTHAVEN CT 16 WESTHAVEN DR 15, 16 WEST LAKE CT 21 WEST MEADOWS LA 21 WESTGREEN CT 14 WESTGREEN DR 14 WIECKERT CT 15 WILDWOOD DR 14 WINDS END LA 16 WINDWARD DR 14 WINDY WAY 33 WINDYHILL RD 14, 23 WINNEGAMIE DR 31,32,33,34,35, 36 WISCONSIN AVE 19 - 30 WOODLAND DR 14 Figure 1 86 P age 1 of 1 MEETING: Planning Commission/Town Board AGENDA ITEM #: 7e&f DATE: A pril 22, 2019 ACTION TYPE: Approval/Denial “T own of Greenville” AGENDA MEMORANDUM To: Honorable Chairperson and Board Members From: Michael J. D. Brown, Community & Economic Development Director Date: A pril 15, 2019 RE: Jennerjohn Field of Dreams Development Agreements - AMENDMENTS ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: DJW Investments, LLC, applicant, has requested an amendment to the development agreements that were approved by Resolutions 09-19 Phase 1 and 10-19 Phase 2 for the Jennerjohn Field of Dreams subdivision due to revised cost estimates which has modified the letter of credit amount, but more importantly, per the applicant’s request at the February 25, 2019 Town Board meeting, an additional $3,965 of engineering fees be paid for by the Town. This fee is from cost estimates from the original design of the stormwater facility in 2016. The Town’s costs for engineering fees would increase from $10,391.00 to $14,356.00. P er the Town Board’s request, all development agreements have been signed by the developers and the Letter of Credits have been submitted. The developer has closed on the property and has started construction of the public improvements. STAFF RECOMMENDATION: Staff recommends approval of the agreements. ### Attachments: 1. Resolution 27-19 2. Resolution 28-19 88 1 Resolution #27-19 RESOLUTION OF THE TOWN BOARD OF THE TOWN OF GREENVILLE APPROVING AN AMENDED DEVELOPMENT AGREEMENT FOR JENNERJOHN FIELD OF DREAMS PHASE 1 LOCATED AT PARCEL # 110084131 & 110084200 WHEREAS, the Owner/Subdivider has now submitted a Final P lat for approval which require that all public improvements be completed and accepted by the Town, at the sole expense of the Owner/Subdivider, before and as a condition of Final Plat approval or, in the alternative, at the request of the Owner/Subdivider, and in the sole discretion of the Town, the Owner/Subdivider enter into an agreement with the Town to complete all required public improvements within a reasonable time and to provide the Town with a financial guarantee to ensure such public improvements are timely completed at the Owner/Subdivider’s sole expense as a condition of Final Plat approval; and W HEREAS, the Town of Greenville Town Board and DJW Investments have agreed to enter into an amended development agreement for Jennerjohn Field of Dreams Phase 1 which shall repeal and replace the development agreement approved by Resolution 09-19 , attached as Exhibit A , in accordance with Town ordinances; N OW, THEREFORE, BE IT RESOLVED that the Town Board of the Town of Greenville hereby approves the at tached development agreement for Jennerjohn Field of Dreams Phase 1 as shown as Exhibit A. N OW, THEREFORE, BE IT FURTHER RESOLVED the Town Chair is authorized to sign the agreement only after the Owner/Subdivider has signed the agreement and the developme nt agreements that were approved by Resolutions 28- 19 and 29-19 have been signed by the Owner/Subdivider of the respective development agreements. This resolution was adopted by the Town of Greenville Town Board on the 22nd day of April, 2019: T OWN BOARD OF THE TOWN OF GREENVILLE, WISCONSIN B y: _____________________________ Jack Anderson, Town Chair ATTEST: ___________________________________ Wendy Helgeson, Clerk M otion to Approve Resolution No. #27-19 made by: Votes: Title Name Aye Nay Other Supervisor Culbertson Supervisor Peters Supervisor Strobel Supervisor Woods Chairperson Anderson Posted: 89 1 TOWN OF GREENVILLE Document No. DEVELOPMENT AGREEMENT THIS D EVELOPMENT AGREEMENT, made by and between the Town of Greenville , Outagamie County, Wisconsin, a body politic and municipality(“Town”) and DJW Investments, LLC (“Owner/Subdivider”): WH EREAS, the Owner/Subdivider has proposed to develop property located in the Town of Greenville, Outagamie County, Wisconsin, described in Exhibit 1 attached hereto; and WH EREAS, the Owner/Subdivider has submitted a Preliminary Plat entitled Jennerjohn Field of Dreams requiring public improvements that was approved by the Town on July 11, 2016; and WHEREAS, t he Owner/Subdivider has submitted engineering reports, construction plans and specifications for all required public improvements pursuant to Chapter 270, Code of the Town of Greenville that were approved by the Town on November 26, 2018 by Resolution 52-18, and WH EREAS, the Owner/ Subdivider has now submitted a Final Plat for approval which require that all public improvements be completed and accepted by the Town, at the sole expense of the Owner/Subdivider, before and as a condition of Final Plat approval or, in the alternative, at the request of the Owner/Subdivider, and in the sole discretion of the Town, the Owner/Subdivider enter into an agreement with the Town to complete all required public improvements within a reasonable time and to provide the Town with a financial guarantee to ensure such public improvements are timely completed at the Owner/Subdivider’s sole expense as a condition of Final Plat approval; and WH EREAS, the Owner/Subdivider has provided the Town with the estimated costs of all required public improvements as shown in Exhibit 2 attached and has agreed to the form and terms of a financial guarantee. NO W THEREFORE, IN CONSIDERATION OF FINAL PLAT APPROVAL, IT IS AGREED AS FOLLOWS: 1. The Owner/Subdivider shall construct and complete all required public improvements at its sole expense and be accepted by the Town by resolution within two years of the date of the original approval of this agreement, which was approved by Resolution 01-19 on January 14, 2019. 2. Th e Owner/Subdivider shall construct all required public improvements in compliance with all Town requirements and in accordance with all approved reports, plans and specifications on Return to: Richard J. Carlson 331 E Washington St Appleton, WI 54911 Tax Parcel NumberTax Parcel No. Exhibit A - Resolution 27-19 90 2 file with the Town which are hereby deemed to be incorporated into this Agreement and part of this Agreement. 3. The Owner/Subdivider shall provide a financial guarantee in the form of an irrevocable letter of credit or escrow account in the amount of 120 percent of the estimated costs for Phase 1 as set forth in Exhibit 3 and Exhibit 4 for a term of two years in the amount of $991,773.31 for the benefit of the Town and in the name of the Town. The letter of credit/escrow account shall be irrevocable and require only that the Town present the l etter of credit or escrow account agreement with a sight draft and written notice signed by the Town Chair and attested by the Town Clerk to draw funds. The form of the letter of credit or escrow account and the issuer or holder shall be approved by the Town. The letter of credit shall be submitted within 5 business days of approval of this agreement. 4. No financial guarantee shall be allowed to expire prior to substantial completion of all required public improvements. The Owner/Subdivider shall provide written notice to the Town at least 45 days prior to the expiration of the financial guarantee if substantial completion can not be achieved prior to expiration. The Town may require renewal or extension of the financial guarantee. 5. The Owner/Subdivider a cknowledges that it has requested a financial guarantee as a discretionary alternative to a Town req uirement of completing all required public improvements as a condition of Final Plat approval and waives any right that it may have to a different form or different terms of a financial guarantee. 6. The Owner/Subdivider acknowledges that the actual cost of constructi ng required public improvements may exceed estimated costs for any particular public improvement or all public improvements in the aggregate and acknowledges its obligation to pay all actual costs. 7. Notwithstanding paragraphs 1 through 6 above, the Owner/Subdivider shall deposit 120 percent of the estimated cost of final pavement for all streets in a separate designated escrow account in the amount of $71,000.00 in the name of the Town for subsequent final pavement to be installed by the Town with the account proceeds, upon the sale of 50 percent of the lots, five years from the date of the Final Plat approval or by order of the Town, whichever comes first. 8. The Owner/Subdivider shall install all public improvements except for the final layer of asphalt prior to acceptance of the public improvements. The Town Board shall accept all public improvements by resolution at the recommendation of the Public Works Director. 9. Building permits may be issued once all of the following have been completed: a. The final plat has been recorded. b. Public improvements are substantially completed and accepted by the Town Board by resolution. c. The escrow required in paragraph 7 has been submitted. 10. Regional Pond Allocation Cost: Exhibit A - Resolution 27-19 91 3 a. The Town agrees to pay the Owner/Subdivider a not to exceed amount of $154,150.00 towards the actual cost to construct the regional pond and associated infrastructure specific to the pond; this is approximately 49.5% of the Construction Subtotal. Exhibit 5 indicates the proposed drainage basins map; the Town’s cost share is for the South and East portions on the map. b. T he Town agrees to pay the Owner/Subdivider a not to exceed amount of $62,711.00; 100% of the Construction Subtotal as shown on page 2 of Exhibit 2 Note 3: Town of Greenville Storm Water Pond Direct Cost Table towards the actual cost to construct associated infrastructure outside of the areas as shown on Exhibit 3 as these areas would not be required of the Owner/Subdivider if it were not developed as a regional pond. c. T he Town agrees to pay the Owner/Subdivider Construction Engineering Fees (CEF) of a not to exceed amount of $14,356.00. The Town shall reimburse the Owner/Subdivider within 30 days of receiving the letter of credit. d. T he Owner/Subdivider may submit for and the Town may agree to pay for unforeseen construction costs for costs identified in paragraph 10a&b only through a formal change order request at a cost share of 49.5% of the total change order request. The Owner/Subdivider shall submit a change order request in writing and provide documentation to substantiate the request. The Town Public Works Director is authorized to approve change order requests that are equal to or less than $4,999.99; the Town shall provide a written response of approval or disapproval within 3 business days. Change order requests equal to or greater than $5,000 shall be approved by the Town Board; change order requests shall be submitted at least 10 business days prior to the next regularly scheduled Town Board meeting in order for the request to be presented for consideration. The cost thresholds are consistent with the Town’s Purchasing Policy. e. U pon acceptance of the pond and associated infrastructure by the Town Board, the Owner/Subdivider shall submit an itemized invoice for the work performed. Town staff shall review and provide a recommendation to the Town Board within 15 business days of receipt of the itemized invoice (s). The Town Board shall take action on the request at its next regularly scheduled meeting after the 15 day review period. The Town shall reimburse the Owner/Subdivider within 10 business days of the reimbursement request approval. 11. T he Owner/Subdivider shall pay in full all Town review fees in connection with or relating to the final plat, reports, plans and specifications as a condition of final plat approval. 12. T he Owner/Subdivider shall timely pay all Town inspection fees and expenses in connection with and relating to the construction of required public improvements. 13. T he Owner/Subdivider shall comply with all regulatory requirements of the Code of the Town of Greenville and all applicable regulatory requirements of the State of Wisconsin and Outagamie County. 14. T he Owner/Subdivider shall provide the Town with record drawings of sanitary sewer, water main and storm sewer improvements showing the location of all appurtenances and features of Exhibit A - Resolution 27-19 92 4 the systems. 15. The Owner/Subdivider shall guarantee all public improvements against defects due to faulty materials or workmanship which appear within a period of 14 months after substantial completion and accepted by the Town by Resolution. The Owner/Subdivider shall pay the full cost of necessary replacement or repair of defects and provide the Town with financial security to ensure timely replacement or repair in an amount of 10 percent of the estimated total costs of all completed improvements. 16. The Owner/Subdivider shall, to the maximum extent practicable, preserve existing landscape features such as trees, grassed areas and the like located outside of actual construction zones needed for public improvements. 17. The Owner/Subdivider shall timely remove and properly dispose of brush and rubbish piles and timely remedy washouts and sedimentation accumulations arising from construction activities. 18. The Owner/Subdivider acknowledges and agrees that nothing in this agreement shall be deemed a waiver or limi tation of any Town immunity, power or authority conferred by law including but not limited to special assessments and special charges. 19. The Owner/Subdivider acknowledges and agrees that nothing in this agreement waives any other requirement, obligation or fee of any Town ordinance or resolution. 20. This Agreement shall be interpreted consistent with the rules and requirements of Chapter 270, Code of the Town of Greenville. 21. This Agreement shall be binding on the Owner/Subdivider, its successors or assigns and shall constitute a covenant running with the land. This Agreement shall also constitute restrictions for public benefit pursuant to Section 236.293 Wis. Stats. 22. The Town may deny issuance of a building permit until compliance with the provisions of this Agreement and Chapter 270, Code of the Town of Greenville are met. 23. This Agreement may only be modified or amended in writing by the parties. Exhibit A - Resolution 27-19 93 5 S UBDIVIDER TOWN OF GREENVILLE D JW Investments, LLC Jack Anderson, Town Chair David Winkel, Sole Member Personally came before me this ___ ATTEST: day of ____________, 2____, the above t o me known to be the person(s) who Wendy Helgeson, Town Clerk executed the foregoing instrument and acknowledged the same. Personally came before me this ___ day of ____________, 2____, the above N otary Public, State of Wisconsin My commission expires:__________________ t o me known to be the person(s) who executed the foregoing instrument and acknowledged the same N otary Public, State of Wisconsin My commission expires:__________________ D rafted by: Richard J. Carlson 331 E. Washington St. Appleton WI 54911 Exhibit A - Resolution 27-19 94 S 24°18'58" E81.59' L4 Proposed Trail Location Proposed TrailLocation 56 20,000 SF 55 20,000 SF 54 20,000 SF Alexandra Way Fallon Lane Melony Court Alana Lane 49.87' 18.63' 72.77' 125.00'125.00' 125.00' S 89°38'08" E 160.00' 125.00' S 89°38'08" E 160.00' S 89°38'08" E 160.00' 31.53' C32 N 36°07'28" E 106.51' 128.72' L6 S 53°52'32" E 160.00' S 53°52'32" E 216.00' S 00°21'52" W 1233.13' S 00°20'58" W 232.42' N 00°24'32" E 232.04' S 88°59'31" W 800.02' L8 L7 S 36°07'28" W 62.62' N 65°01'30" E 290.06' N 00°33'41" W 168.22' 329.71' 30' Building Setback 30' Building Setback 30' Building Setback30' Bui ldi ng Setback 30' Building Setback 30' Building Setback 30' Building Setback Drainage Easement Drainage Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement N 36°07'28" E 239.03' N 88°03'16" E 150.00' L5 N 88°03'16" E 302.17' 57.84' 27 14,612 SF 29 24,709 SF S 89°38'08" E 184.10' 150.00' Drainage Easement 22 14,612 SF 23 16,087 SF 24 18,195 SF 25 14,612 SF 26 14,612 SF 28 14,577 SF 91.32' S 89°38'08" E 162.36' 91.32' 152.17' N 00°24'18" E 126.86' S 89°38'08" E 160.00' 91.32' 91.32' 29.64' S 89°38'08" E 160.00' 118.06' S 89°38'08" E 160.00' 91.33' S 89°38'08" E 160.00' 91.33' 40.46' S 66°21'44" E 167.10' C322.49' S 53°52'32" E160.00' 53.18' C2 53 37,855 SF C29 C30 C31 53.08' 18.42' 45.74' 4.26' C7 C6 C5 40.25' 50.31' 91.33' 117.02' N 00°21'52" E 431.45' 97.27' S 88°59'31" W 303.71' 11,760 SF 0.2700 ac OL 4 43 28,481 SF 13,823 SF 0.3173 ac OL 3 32 17,611 SF 36 15,716 SF 30 16,590 SF 35 15,200 SF 31 15,200 SF 34 17,614 SF 33 16,010 SF 52 20,000 SF 51 20,000 SF 41 31,549 SF 42 36,708 SF 37 19,848 SF 38 26,059 SF 40 16,406 SF 39 18,987 SF 45 34,977 SF 44 24,030 SF C895.00'160.10' 110.00' 100.00' 86.88' N 00°21'52" E 160.10' S 00°21'52" W 160.10' 110.00' 100.00' 110.00' 160.00' 160.00' C9 160.60' 95.00' 95.00' 101.45'95.00' N 89°38'08" W 160.00' 48.39' C27 24.41' S 89°38'08" E 170.98' 123.17' N 89°38'08" W 160.00' 125.00' 125.00' N 89°38'08" W 160.00' 125.00' 125.00' 25.00' 172.12' 166.36' 137.35' 140.00' N 01°00'29" W 236.28' C22 103.65'145.00' N 01°00'29" W 215.81' C21105.33' N 03°41'54" W 96.17' C18 C20 170.11' 84.11' N 76°23'44" E 269.66' C17 84.11' C16 C15 N 00°28'48" E 95.78' 61.26' S 24°18'58" E 190.17' C13 S 24°18'58" E 212.38' C12 26.42' S 89°38'08" E 150.00' C11 L1 N 47°27'17" E 154.34' L2 188.06' 171.92' S 00°21'51" W 359.98' C26 C24 C25 48 31,088 SF 46 45,142 SF 50 20,000 SF 49 20,000 SF 47 22,273 SF N 06°21'26" E 233.61' S 08°12'47" E 179.73' 17.70' S 62°19'33" E 167.41' 30' Building Setback 12' Utility Easement 37' Building Setback 50' DOT Highway Setback 55' Municipal Building Setback 55' Municipal Building Setback 50' DOT Highway Setback 20' Drainage & Utility Easement 37' Building Setback 50' DOT Highway Setback 55' Municipal Building Setback Watermain Easement Storm Sewer Easement Drainage Easement N 53°16'55" E 184.95' L3 S 36°07'28" W 106.51' 91.33' N 88°03'16" E 312.18' 152.05' 160.13' 144.51' C1S 00°21'52" W 354.30'C4 N 12°16'06" W 68.42' S 00°21'52" W 308.18' S 89°38'08" E 296.88' N 00°21'52" E 350.60' S 00°21'52" W 354.30' 395.64' S 89°38'08" E 320.00' 160.00' 160.00' S 89°38'08" E 320.00' 66.00' C10 C14 C19 C23 S 89°38'08" E 261.35' S 00°21'52" W 323.39' C28L9 44.01' 35' 33' 33' CL Dedicated to the Public CL 33'33' Dedicated to the Public CL 33' 33'Dedicated to the Public 224.49'66.00' 20' 20' N 00°21'52" E 235.10' ( S88°59'37"W ) ( S00°04'29"E ) 50' 50' 50'50' 50' 50' 20' 55' Municipal Building Setback 50' DOT Highway Setback N00°21'52"E 196.45' 20' 10' 20' 10' Dedicated to the Public Dedicated to the Public 20' Drainage Easement LINE TABLE Line L1 L2 L3 L4 L5 L6 L7 L8 L9 Bearing N 00°21'52" E S 89°38'08" E S 87°34'16" E N 00°21'52" E N 06°43'28" E S 36°07'28" W N 89°04'56" W S 89°00'28" W N 12°16'06" W Length 66.83' 36.96' 66.04' 45.04' 90.56' 38.00' 10.97' 55.05' 68.42' Delineated Wetlands with 20' Conservation Easement No access to right of way LEGEND 114" x 18" Steel Rebar @ 4.30lbs/LF SET All other corners 34" x 18" Steel Rebar @ 1.50lbs/LF SET 114" Rebar Found 34" Rebar Found Lot areas in square feet Recorded As SF ( ) 1" Iron Pipe Found File: 4350Final2.dwg Date: 11/14/2018 Drafted By: jim Sheet: 1 of 2 Revision Date: Nov 14, 2018 FO RW ARD There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2), Wis. Stats. as provided by s. 236.12, Wis. Stats. Certified __________________, 20_____ Department of Administration DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro 80080160240 Part of the the Southwest 1/4 of the Southwest 1/4 and part of Lot 4, CSM 4036 being part of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4, all being part of Section 23, Township 21 North, Range 16 East, Town of Greenville, Outagamie County, Wisconsin. Jennerjohn Field of Dreams 2 NO SCALE LOCATION MAP SW 1/4 SEC 23, T 21 N, R 16 E, TOWN OF GREENVILLE OUTAGAMIE COUNTY, WI 23 24 26 25 Hwy 96/Wisconsin Ave 14 13 23 24 15 14 22 23 22 23 27 26 Hwy 76/Municipal Dr School Rd Project Location Notes 1. All linear measurements have been made to the nearest one hundredth of a foot. 2. No Access area extends 50' each way of the block corner unless otherwise noted on the plat. 4. All angular measurements have been made to the nearest 20 seconds and computed to the nearest half seconds. 5. No Improvements or structures are allowed between the right of way line and the highway setback line. It is expressly intended that this restriction is for the benefit of the public as provided in section 236.293, Wisconsin Statues, and shall be enforceable by the Wisconsin Department of Transportation or its assigns. Contact the Wisconsin Department of Transportation for more information. The Phone number may be obtained by contacting the County Highway Department. 6. Lots containing wetlands may require wetland permits to prior to construction of a building. 7. Outlot 3 & 4 are dedicated to the public for trail purposes per this document. 8. The trail shown noted on the map will be owned by the Town. The construction and maintenance of the trail will be specified in the developers agreement. 9. A Wetland Delineation was completed on December 4, 2015 by Davel Engineering & Environmental, Inc. and received WDNR concurrence. 10. Lots 29, 45, 46 & 53 contain wetlands. There will be a 20' Conservation Easement around all delineated wetlands unless the easement is otherwise dimensioned on the plat. 11. Surface water flows into an area listed as Generalized Unique Geologic Features. Bearings are referenced to the W/L of the of the Southwest 1/4 of Section 23 assumed to bear S00°26'16"W based on the Outagamie County coordinate system James R. Sehloff, PLS-2692Date jim@davel.pro Exhibit 1 Proposed Lots 7 & 8 and all of Proposed Alana Lane Right-Of-Way is Excluded from the Project Legal Description 95 CURVE TABLE Curve C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 Radius 133.00' 133.00' 133.00' 167.00' 167.00' 167.00' 233.00' 167.00' 533.00' 533.00' 533.00' 533.00' 533.00' 60.00' 60.00' 60.00' 60.00' 60.00' 467.00' 467.00' 467.00' 467.00' 60.00' 60.00' 60.00' 60.00' 233.00' 167.00' 167.00' 167.00' 233.00' 67.00' Chord Direction S 18°14'40" W S 29°52'52" W S 12°00'04" W N 10°28'25" E N 05°59'47" E N 16°06'20" E N 04°09'26" E S 05°57'07" E N 89°07'16" E S 67°51'20" W S 76°09'57" W S 66°28'47" W S 58°10'09" W S 37°43'04" E S 87°16'33" W S 26°02'23" W S 53°39'05" E N 40°59'58" E N 72°51'31" E N 63°22'32" E N 77°59'42" E N 87°28'41" E S 63°47'22" W N 52°45'20" W S 54°43'50" W S 08°43'28" E N 05°57'07" W N 04°09'26" E N 08°15'55" W N 08°09'36" E N 10°28'25" E N 18°14'40" E Chord Length 81.67' 28.93' 53.65' 58.62' 32.78' 26.07' 131.77' 36.75' 23.13' 237.68' 84.99' 95.01' 59.45' 66.08' 44.16' 76.56' 77.21' 85.30' 280.95' 130.35' 107.30' 47.03' 113.52' 85.53' 54.58' 71.21' 51.27' 94.44' 23.32' 71.85' 81.79' 41.14' Arc Length 83.01' 28.99' 54.02' 58.93' 32.83' 26.10' 133.59' 36.82' 23.13' 239.70' 85.08' 95.14' 59.48' 307.01' 45.22' 83.03' 83.87' 94.88' 285.37' 130.78' 107.54' 47.05' 228.11' 95.21' 56.67' 76.23' 51.37' 95.75' 23.33' 72.42' 82.22' 41.82' Central Angle 35°45'37" 12°29'12" 23°16'25" 20°13'06" 11°15'50" 8°57'16" 32°51'03" 12°37'59" 2°29'11" 25°46'00" 9°08'45" 10°13'36" 6°23'38" 293°10'15" 43°11'02" 79°17'18" 80°05'38" 90°36'18" 35°00'42" 16°02'44" 13°11'37" 5°46'22" 217°49'30" 90°54'55" 54°06'46" 72°47'50" 12°37'57" 32°51'03" 8°00'21" 24°50'43" 20°13'06" 35°45'37" Tangent Bearing-in S 36°07'28" W S 36°07'28" W S 23°38'16" W N 20°34'58" E N 11°37'42" E N 20°34'58" E N 12°16'06" W N 12°16'06" W N 87°52'41" E S 80°44'20" W S 80°44'20" W S 71°35'35" W S 61°21'58" W N 71°07'56" W N 71°07'56" W S 65°41'02" W S 13°36'16" E N 86°18'06" E N 55°21'10" E N 55°21'10" E N 71°23'53" E N 84°35'30" E S 45°07'23" E S 81°47'13" W S 27°40'27" W S 45°07'23" E N 00°21'51" E N 12°16'06" W N 12°16'06" W N 04°15'45" W N 20°34'58" E S 00°21'52" W Tangent Bearing-out S 00°21'51" W S 23°38'16" W S 00°21'51" W N 00°21'52" E N 00°21'52" E N 11°37'42" E N 20°34'58" E N 00°21'52" E S 89°38'08" E S 54°58'20" W S 71°35'35" W S 61°21'58" W S 54°58'20" W N 04°18'11" W S 65°41'02" W S 13°36'16" E N 86°18'06" E N 04°18'11" W S 89°38'08" E N 71°23'53" E N 84°35'30" E S 89°38'08" E N 07°17'52" W N 07°17'52" W S 81°47'13" W S 27°40'27" W N 12°16'06" W N 20°34'58" E N 04°15'45" W N 20°34'58" E N 00°21'52" E S 36°07'28" W File: 4350Final2.dwg Date: 11/14/2018 Drafted By: jim Sheet: 2 of 2 Revision Date: Nov 14, 2018 FO RW ARD There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2), Wis. Stats. as provided by s. 236.12, Wis. Stats. Certified __________________, 20_____ Department of Administration DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro Part of the the Southwest 1/4 of the Southwest 1/4 and part of Lot 4, CSM 4036 being part of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4, all being part of Section 23, Township 21 North, Range 16 East, Town of Greenville, Outagamie County, Wisconsin. Jennerjohn Field of Dreams 2 Town of Greenville Approval Certificate Resolved, that the plat of Jennerjohn Field of Dreams 2 in the Town of Greenville, Outagamie County, DJW Investments, LLC; owners, is hereby approved by the Town Board of the Town of Greenville. ChairmanDate I hereby certify that the foregoing is a copy of a resolution adopted by the Town Board of the Town of Greenville. ClerkDate Field Tile Statement: Any agricultural drain tile which is disturbed, cut or broken as part of the development of the plat (CSM) or excavation for home construction must be repaired and/or relocated to allow for the drain tile to continue to drain as originally designed. The cost of repair and/or replacement of the drain tile must be born by the party damaging the drain tile . Right to Farm Statement: The lots created on this map are adjacent to properties that, as of the date of this document, are being used for agricultural purposes. Some individuals believe that the activities associated with the agricultural use constitute a nuisance or conflict with the quiet enjoyment of their property. This statement is intended to provide third parties with notice that agricultural activities may exist on the adjacent properties. Grading Statement: All grading and final grades for the construction of any public or private improvement shall conform to the surface water drainage plan as approved by the Town of Greenville Planning Commission. Street Lighting Statement Lots within this plat shall be subject to assessments on an annual basis for the operation and maintenance of street lights and the purchase of any lot constitutes a waiver of objection and agreement to pay said annual assessments which shall be placed upon the annual tax bill as a special assessment. Benchmark Note: Benchmarks will be established on the tag bolts of the fire hydrants after utility construction has been completed. Drainage Easement Statement: The Town of Greenville shall have an unqualified right to enter upon any drainage easement for inspection and to maintain and repair all drainage ways and drainage improvements. Lots shall be equally assessed for maintenance and repair of all drainage way and drainage improvements. Conservancy Assessments Note: Lots within this plat shall be subject to assessments on an annual basis for operation and maintenance of conservancy and detention pond area and the purchase of any lot constitutes a waiver of objection and agreement to pay said annual assessments which shall be placed upon the annual tax bill as a special assessment Drainage Easement Restrictions: The following uses and structures are prohibited within all drainage easements and outlots in the subdivision plat: filling, grading and excavating except for construction of drainage ways and drainage facilities; the cultivation of crops, fruits or vegetables; the dumping or depositing of ashes, waste, compost or materials of any kind; the storage of vehicles, equipment, materials or personal property of any kind; and constructing, erecting or moving any building or structure, including fences, within the drainage easement. Pedestrian Trail Note: A pedestrian trail will be located in Outlot 3, Outlot 4 and the road right of way. For exact location please refer to the engineering plans. Geotechnical Note: Lot 29 is in an area mapped as “severe” soil rating for construction of homes. Foundations for these homes shall be designed by and construction of the foundations shall be overseen by a licensed engineer. Access Restriction Statement: As owner I hereby restrict all lots and blocks in that no owner, possessor, user, nor licensee, nor other person shall have any right of direct vehicular ingress or egress with STH 96, as shown on the plat, it being expressly intended that this restriction shall constitute a restriction for the benefit of the public according to s.236.293, Stats., and shall be enforceable by the Wisconsin Department of Transportation. Wetland Setback Note: At the time of applying for a building permit, on lots containing wetland, the wetland setback and the house must be located in the field so that the building inspector can verify that the house is not located within the Wetland setback. This Final Plat is contained wholly within the property described in the following recorded instruments: the property owner of record:Recording Information:Parcel Number(s): DJW Investments LLC Doc No. ___________Part of 110-0841-31 All of 110-842-00 Surveyor's Certificate I, James R. Sehloff, Professional land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236 of the Wisconsin Statutes and the subdivision regulations of the Town of Greenville and Outagamie County, and under the direction of DJW Investments, LLC, owners of said land, I have surveyed divided and mapped Jennerjohn Field of Dreams; that such plat correctly represents all exterior boundaries and the subdivision of the land surveyed; and that this land is part of the the Southwest 1/4 of the Southwest 1/4 and part of Lot 4, CSM 4036 being part of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4, all being part of Section 23, Township 21 North, Range 16 East, Town of Greenville, Outagamie County, Wisconsin all being part of Section 23, Township 21 North, Range 16 East, Town of Greenville, Outagamie County, Wisconsin containing 943,392 Sq Ft (21.6573 Ac) of land described as follows: Commencing at the Southwest 1/4 corner of Section 23; thence along the West line of said Section 23, N00°26'16"E, 292.98 feet; thence S88°59'31"E, 153.89 feet to the Southeast corner of Outlot 2 of Jennerjohn Field of Dreams said point also being the point of beginning; thence, along said Outlot 2, N00°33'41"W, 168.22 feet; thence, continuing along said Outlot 2, N65°01'30"E 290.06 feet; thence, continuing along said Outlot 2, N00°28'48"E 95.78 feet; thence, continuing along said Outlot 2, N53°16'55"E 184.95 feet; thence, continuing along said Outlot 2, N00°21'52"E 66.83 feet; thence, continuing along said Outlot 2, N47°27'17"E 154.34 feet; thence, continuing along said Outlot 2, S89°38'08"E 36.96 feet to the West right of way line of Fallon Lane; thence, S87°34'16"E 66.04 feet to the East right of way line of said Fallon Lane; thence, along said East right of way line, N00°21'52"E 45.04 feet to the South line of Lot 12 of said Jennerjohn Field of Dreams; thence, along said South line N88°03'16'E 150.00 feet to the Southeast corner of said Lot 12; thence along the East line of said Lot 12 N00°24'18"E 126.86 feet to the Northeast corner of said lot 12; thence, along the East line of Lot 13 of said Jennerjohn Field of Dreams, N06°43'28"E 90.56 feet to the Northeast corner of said Lot 13; thence, along the East line of Lots 14-18 of said Jennerjohn Field of Dreams, N00°21'52"E 431.45 feet to the Northeast corner of said Lot 18; thence, along the East line of Lots 19-21 of Jennerjohn Field of Dreams, N36°07'28"E 239.03 feet to the Northeast corner of said Lot 21; thence, along the South line of Lot 12 Towering Pines West S53°52'32"E 160.00 feet to the West right of way line of Alexandra Way; thence, along said West right of way line, S36°07'28"W 38.00 feet to the Southwest corner of said Alexandra Way; thence along the South line of said Alexandra Way and the South line of Lot 54 Towering Pines 2, S53°52'32"E 216.00 feet to Southeast Corner of said Lot 54; thence, along the East line of Lot 53 of said Towering Pines 2, S36°07'28'W 62.62 feet to a point on the North/South 1/4 line of said Southwest 1/4; thence, along said 1/4 Line, S00°21'52"W 1233.13 feet; thence S88°59'31"W 303.71 feet; thence S00°20'58"W 232.42 feet to the Northerly right of way line of STH 96/Wisconsin Ave; thence, along said North right of way line, N89°04'56"W 10.97 feet; thence, continuing along said North right of way line, S89°00'28"W 55.05 feet; thence N00°24'32"E 232.04 feet; thence, S88°59'31"W 800.02 feet to the point of beginning, subject to all easements and restrictions of record. Given under my hand this day of , 20. James R. Sehloff, Wisconsin Professional Land Surveyor No. S-2692 Utility Easement Provisions An easement for electric, natural gas, and communications service is hereby granted by DJW Investments, LLC, Grantor, to: Wisconsin Electric Power Company and Wisconsin Gas, LLC, Wisconsin corporations doing business as We Energies, Grantee, SBC, Grantee, and Time Warner Cable, Grantee their respective successors and assigns, to construct, install, operate, repair, maintain and replace from time to time, facilities used in connection with overhead and underground transmission and distribution of electricity and electric energy, natural gas, telephone and cable TV facilities for such purposes as the same is now or may hereafter be used, all in, over, under, across, along and upon the property shown within those areas on the plat designated as ”Utility Easement Areas” and the property designated on the plat for streets and alleys, whether public or private, together with the right to install service connections upon, across within and beneath the surface of each lot to serve improvements, theron, or on adjacent lots; also the right to trim or cut down trees, brush and roots as may be reasonably required incident to the rights herein given, and the right to enter upon the subdivided property for all such purposes. The Grantees agree to restore or cause to have restored, the property, as nearly as is reasonably possible, to the condition existing prior to such entry by the Grantees or their agents. This restoration, however, does not apply to the initial installation of said underground and/or above ground electric facilities, natural gas facilities, or telephone and cable TV facilities or to any trees, brush or roots which may be removed at any time pursuant to the rights herein granted. Structures shall not be placed over Grantees' facilities or in, upon or over the property within the lines marked “Utility Easement Areas” without the prior written consent of Grantees. After installation of any such facilities, the grade of the subdivided property shall not be altered by more than four inches without written consent of grantees. The grant of easement shall be binding upon and inure to the benefit of the heirs, successors and assigns of all parties hereto. DJW Investments, LLC David J. Winkel Date Managing Member Owner's Certificate DJW Investments, LLC, a partnership duly organized and existing under and by virtue of the laws of the State of Wisconsin, as owner, does hereby certify that said partnership caused the land described on this plat to be surveyed, divided, mapped and dedicated as represented on this plat. DJW Investments, LLC, does further certify this plat is required by s.236.10 or s.236.12 to be submitted to the following for approval or objection: Outagamie County Planning and Zoning Committee Town of Greeville Department of Administration Department of Transportation IN WITNESS WHEREOF, the said DJW Investments, LLC, has caused these presents to be signed by its authorized representatives, located at, _________________, Wisconsin this _______day of ______________________, 20______. In the Presence of: DJW Investments, LLC David J. Winkel Date Managing Member State of Wisconsin ) )ss __________ __ County ) Personally came before me this ___________day of ___________________, 20____, the above named, officers of said corporation, and acknowledged that they executed the foregoing instrument as such officers as the deed of said corporation, by its authority. My commission expires:. Notary Public, Wisconsin Treasurer's Certificate We, being the duly elected, qualified and acting Treasurer's of the Town of Greenville and Outagamie County, do hereby certify that in accordance with the records in our office, there are no unredeemed tax sales and unpaid taxes, or special assessments on and of the land included in this plat. Town TreasurerDate County TreasurerDate County Planning Agency Approval Certificate Resolved, that the plat of Jennerjohn Field of Dreams in the Town of Greenville, Outagamie County, Jennerjohn Family Limited Partnership owners, is hereby approved by Outagamie County. County Zoning AdministratorDate Exhibit 1 Proposed Lots 7 & 8 and all of Proposed Alana Lane Right-Of-Way is Excluded from the Project Legal Description 96 Jennerjohn Field of Dreams Utility & Street Construction Town of Greenville Preliminary Opinion of Probable Cost McM No. W0986-9-18-00645.02.01 Item Description Quantity Unit Unit Cost Total Cost Quantity Cost Quantity Cost 1 8-inch sanitary sewer 3,855 L.F. $25.00 $96,375.00 403 $10,075.00 2 48-inch sanitary sewer manhole 177.0 V.F. $220.00 $38,940.00 15.98 $3,515.60 3 4-inch SCH40 PVC sanitary sewer lateral 2,430 L.F. $20.00 $48,600.00 Subtotal = 183,915.00$ - $ 13,590.60$ 4 8-inch water main 4,700 L.F. $26.00 $122,200.00 685 $17,810.00 5 6-inch water main 100 L.F. $30.00 $3,000.00 24 $720.00 6 8-inch resilient wedge gate valve 14 EACH $1,500.00 $21,000.00 2 $3,000.00 7 6-inch resilient wedge gate valve 11 EACH $1,000.00 $11,000.00 2 $2,000.00 8 Hydrant 11 EACH $3,500.00 $38,500.00 2 $7,000.00 9 1 1/4-inch SDR 9 PE water lateral 2580 L.F. $15.00 $38,700.00 10 1 1/4-inch corporation, curb stop & stop box 54 EACH $350.00 $18,900.00 Subtotal = 253,300.00$ - $ 30,530.00$ 11 29-inch x 45-inch HERCP storm sewer 35 L.F. 100.00$ $3,500.00 35 $3,500.00 12 42-inch storm sewer 292 L.F. 90.00$ $26,280.00 132 $11,880.00 13 36-inch storm sewer 149 L.F. 75.00$ $11,175.00 14 24-inch storm sewer 561 L.F. 45.00$ $25,245.00 15 21-inch storm sewer 175 L.F. 45.00$ $7,875.00 16 18-inch storm sewer 1,436 L.F. 40.00$ $57,440.00 344 $13,760.00 17 15-inch storm sewer 591 L.F. 35.00$ $20,685.00 36 $1,260.00 18 12-inch storm sewer 438 L.F. 30.00$ $13,140.00 124 $3,720.00 19 10-inch storm sewer 783 L.F. 28.00$ $21,924.00 20 96-inch diameter storm sewer manhole 6.4 V.F. 650.00$ $4,160.00 21 60-inch diameter storm sewer manhole 16.7 V.F. 350.00$ $5,845.00 22 48-inch diameter storm sewer manhole 57.4 V.F. 250.00$ $14,350.00 14.28 $3,570.00 23 48-inch diameter storm sewer inlet-manhole 31.7 V.F. 250.00$ $7,925.00 7.24 $1,810.00 24 36-inch diameter storm sewer manhole 8.8 V.F. 225.00$ $1,971.00 4.00 $900.00 25 24-inch diameter storm sewer manhole 30.5 V.F. 200.00$ $6,100.00 26 Inlet 16 EACH 1,500.00$ $24,000.00 1 $1,500.00 27 4-inch SCH 40 PVC storm sewer lateral 2,430 L.F. 15.00$ $36,450.00 28 29-inch x 45-inch HERCP flared end section 1 EACH 1,200.00$ $1,200.00 1 $1,200.00 29 42-inch RCP flared end section 6 EACH 1,000.00$ $6,000.00 4 $4,000.00 30 24-inch RCP flared end section 5 EACH 650.00$ $3,250.00 31 12-inch RCP flared end section 1 EACH 550.00$ $550.00 1 $550.00 Subtotal = 299,065.00$ 25,750.00$ 21,900.00$ 32 Strip & stockpile topsoil 32,900 S.Y. $1.50 $49,350.00 7,076 $10,613.33 33 Common excavation (roadway) 8,650 C.Y. $6.50 $56,225.00 1,725 $11,210.33 34 Type SAS fabric 17,100 S.Y. $2.00 $34,200.00 3,449 $6,898.67 35 6-inch base aggregate dense 1 1/4-inch 5,710 TONS $11.00 $62,810.00 1,150 $12,647.56 36 6-inch base aggregate dense 3-inch 4,510 TONS $11.00 $49,610.00 37 9-inch base aggregate dense 3-inch 1,800 TONS $11.00 $19,800.00 1,725 $18,971.33 38 30-inch mountable concrete curb & gutter 8,620 L.F. $12.00 $103,440.00 1,592 $19,104.00 39 1 3/4-inch HMA pavement, 3 LT 58-28S 1,140 TONS $60.00 $68,400.00 40 2 1/4-inch HMA pavement, 3 LT 58-28S 400 TONS $60.00 $24,000.00 400 $24,000.00 41 1 3/4-inch HMA pavement, 4 LT 58-28S 1,450 TONS $60.00 $87,000.00 297 $17,830.40 42 Lawn restoration 17,700 S.Y. $5.00 $88,500.00 3,803 $19,015.56 43 Common excavation (trail) 778 C.Y. $8.00 $6,224.00 44 6-inch base aggregate dense (trail) 1,244 TONS $15.00 $18,660.00 45 2-inch HMA pavement (trail) 380 TONS $80.00 $30,400.00 46 Lawn restoration (trail) 3,111 S.Y. $5.00 $15,555.00 47 Drainage easement grading (grading, topsoil, seed, fertilize & mulch) 2,200 L.F. $7.00 $15,400.00 48 Erosion Control (silt fence, hay bales, ditch checks) 1 L.S. $10,000.00 $10,000.00 49 Detention pond excavation 20,800 C.Y. $6.50 $135,200.00 20,800 $135,200.00 50 Removal of excess detention pond excavated material off-site 10,000 C.Y. $5.10 $51,000.00 51 Detention pond outlet structure 1 L.S. $5,000.00 $5,000.00 1 $5,000.00 52 Detention pond restoration (4.655-acres) 1 L.S. $50,000.00 $50,000.00 1 $50,000.00 53 Detention pond bird deterrent grid 1 L.S. $70,000.00 $70,000.00 1 $70,000.00 54 Medium Rip-rap 770 C.Y. $40.00 $30,800.00 636 $25,457.78 55 STH 76 Intersection improvements 1 L.S. $60,500.00 $60,500.00 1 $60,500.00 56 Fiber Optic & Utility Relocation at STH 76 & Alana Lane 1 L.S. $30,000.00 $30,000.00 1 $30,000.00 Subtotal = $1,172,074.00 $285,657.78 $230,791.18 Utility Total = 736,280.00$ 25,750.00$ 66,020.60$ Note: 1. Item 55 unit price from Bid Tabulation (Davel Engineering) Street Total = 1,172,074.00$ 285,657.78$ 230,791.18$ Construction Subtotal = 1,908,354.00$ 311,407.78$ 296,811.78$ Construction Engineering Fees = 66,792.39$ 10,899.27$ 10,388.41$ 15% Contingency = 286,253.10$ 46,711.17$ 44,521.77$ Total = 2,261,399.49$ 369,018.22$ 351,721.96$ 4. Unit cost for Item 50 is assuming disposal within 4 miles of site. Alana Lane 2. There is storm sewer along Fallon Ln that is oversized to provide service to Lot 7; the oversizing cost should be allocated to Lot 7. 3. There is storm sewer along outlots 3 & 4 where a portion of the cost should be allocated to the Town of Greenville. Street Construction: Storm Sewer: Water main: Sanitary Sewer: Storm Water Pond February 19, 2019 [W:\PROJECTS\W0986\91800645\Dept\Muni\OPC\Jennerjohn Field of Dreams OPC] Exhibit 2 97 Jennerjohn Field of Dreams Utility & Street Construction Town of Greenville Preliminary Opinion of Probable Cost McM No. W0986-9-18-00645.02.01 Item Description Quantity Unit Unit Cost Total Cost 11 29-inch x 45-inch HERCP storm sewer 35 L.F. 100.00$ 3,500.00$ 12 42-inch storm sewer 132 L.F. 90.00$ 11,880.00$ 18 12-inch storm sewer 124 L.F. 30.00$ 3,720.00$ 24 36-inch diameter storm sewer manhole 4.0 V.F. 225.00$ 900.00$ 28 29-inch x 45-inch HERCP flared end section 1 EACH 1,200.00$ 1,200.00$ 29 42-inch RCP flared end section 4 EACH 1,000.00$ 4,000.00$ 31 12-inch RCP flared end section 1 EACH 550.00$ 550.00$ 49 Detention pond excavation 20,800 C.Y. $6.50 135,200.00$ 51 Detention pond outlet structure 1 L.S. $5,000.00 5,000.00$ 52 Detention pond restoration (4.655-acres) 1 L.S. $50,000.00 50,000.00$ 53 Detention pond bird deterrent grid 1 L.S. $70,000.00 70,000.00$ 54 Medium Rip-rap 636 C.Y. $40.00 25,457.78$ Construction Subtotal = 311,407.78$ Construction Engineering Fees = 10,899.27$ 15% Contingency = 46,711.17$ Total = 369,018.22$ Note 3: Town of Greenville Storm Water Pond Direct Costs Item Description Quantity Unit Unit Cost Total Cost 14 24-inch storm sewer (R-81.1 to pond) 222 L.F. 45.00$ 9,990.00$ 24 36-inch diameter storm sewer manhole (R-81.1) 4.8 V.F. 225.00$ 1,071.00$ 30 24-inch RCP flared end section 1 EACH 650.00$ 650.00$ 50 Removal of excess detention pond excavated material off-site 10,000 C.Y. $5.10 51,000.00$ Construction Subtotal = 62,711.00$ Construction Engineering Fees = 2,194.89$ 15% Contingency = 9,406.65$ Total = 74,312.54$ Note 2: Storm Sewer Oversizing Costs to service Lots 7 & 8 Item Description Quantity Unit Unit Cost Total Cost Storm Sewer Oversizing 18-inch to 15-inch (R-52.2 to R-60.1) 42 L.F. 5.00$ 210.00$ Storm Sewer Oversizing 24-inch to 18-inch (R-60.1 to R-51.1) 164 L.F. 5.00$ 820.00$ Storm Sewer Oversizing 36-inch to 18-inch (R-51.1 to R-50.3) 149 L.F. 35.00$ 5,215.00$ Storm Sewer Manhole Oversizing 60-inch to 48-inch (R-51.1) 7.89 V.F. 100.00$ 789.00$ Construction Subtotal = 7,034.00$ 15% Contingency = 1,055.10$ Total = 8,089.10$ Total Construction Cost = 2,261,399.49$ Storm Water Pond Credit (Drainage Area Based) = 216,882.89$ Alana Lane Credit = 351,721.96$ Town of Greenville Direct Storm Sewer Costs = 74,312.54$ Storm Sewer Oversizing Costs to service Lots 7 & 8 = 8,089.10$ Total Field of Dreams Cost = 1,610,393.00$ Jennerjohn Field of Dreams Summary of Costs Summary of Storm Water Pond Costs February 19, 2019 [W:\PROJECTS\W0986\91800645\Dept\Muni\OPC\Jennerjohn Field of Dreams OPC] Exhibit 2 98 Item Description Cost 1 Construction Cost Subtotal 1,908,354.00$ 4 Less Town's pond costs ($271,407 x .495) rounded (154,150.00)$ 5 Less Town's street storm sewer construction subtotal costs (62,711.00)$ 6 Total Field of Dreams construction costs 1,691,493.00$ 8 Less Alana Lane (Phase III) Construction Subtotal (296,811.78)$ 9 54 Lot/street/utility costs 1,394,681.22$ 10 Per lot cost ($1,394,681.22/54 lots) 25,827.43$ 11 Phase 1: 32 lots x $25,827.43 826,477.76$ 12 Phase 1 LOC 120% of $826,477.76 991,773.31$ 13 Phase 2: 22 lots x $25,827.43 568,203.46$ 14 Phase 2 LOC 120% of $568,203.46 681,844.15$ 15 Phase 3: Alana Lane 296,811.78$ 16 Phase 3 LOC 120% of $296,811.78 356,174.14$ Total Total Cost of Phases I, II & III (Equals Line 6) 1,691,493.00$ Exhibit 3: Phasing Costs 99 T TC C 56 20,000 SF 55 20,000 SF 54 20,000 SF 12 19,473 SF 13 13,949 SF 20 14,240 SF 8 151,285 SF 21 14,240 SF 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback Drainage Easement Drainage Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Util ity Easement 12' Utility Easement 27 14,612 SF 29 24,709 SF 17 17,961 SF 19 13,859 SF 14 14,613 SF 15 16,103 SF 18 16,278 SF 3 21,230 SF 4 24,949 SF 5 17,719 SF Drainage Easement 35' 20' 22 14,612 SF 23 16,087 SF 24 18,195 SF 25 14,612 SF 26 14,612 SF 28 14,577 SF 53 37,855 SF Drainage Easement 16 17,084 SF 1 18,050 SF 2 15,200 SF 10 17,010 SF 11 23,587 SF 7 196,185 SF 11,760 SF 0.2700 ac OL 4 43 28,481 SF 13,823 SF 0.3173 ac OL 3 32 17,611 SF 36 15,716 SF 30 16,590 SF 35 15,200 SF 31 15,200 SF 34 17,614 SF 33 16,010 SF 52 20,000 SF 51 20,000 SF 41 31,549 SF 42 36,708 SF 37 19,848 SF 38 26,059 SF 40 16,406 SF 39 18,987 SF 45 34,977 SF 44 24,030 SF 48 31,088 SF 46 45,237 SF 50 20,000 SF 49 20,000 SF 47 22,232 SF 30' Building Setback 12' Utility Easement 37' Building Setback 50' DOT Highway Setback 55' Municipal Building Setback 55' Municipal Building Setback 50' DOT Highway Setback 202,765 SF 4.6548 ac OL 2 6 22,841 SF 9 20,007 SF 56,398 SF 1.2947 ac OL 1 20' Drainage &Utility Easement 37' Building Setback 50' DOT Highway Setback 55' Municipal Building Setback Watermain Easement Storm Sewer Easement Drainage Easement Drainage Easement 20' 10' Asphalt Trail 10' Asphalt Trail 4' High Landscape Berm 4' High Landscape Berm 10' Asphalt Trail 4' High Landscape Berm S-111 S-201 S-90S-93 S-94S-95 S-91 S-100 S-202 R-52.3 R-33.2 R-33.3 R-31.2 R-31.3 R-33.1 R-30.1 R-30.3 R-52.2 R-51.3 R-51.2 R-60.1 R-50.2 R-34.1 R-52.5 R-53.1 R-71.1 R-70.3 R-50.1 R-40.1 Proposed Stormwater Pond R-41.1 R-85.1 S-110 S-92 R-32.1 R-42.1 R-51.1 R-30.2 R-50.3 R-72.1 R-80.1 R-81.1 R-70.2 S-200 S-96 S-101 R-54.1 R-77.1 R-78.1 R-72.2 R-73.1 R-76.3 R-76.2 R-76.1 R-70.1 10' Asphalt Trail 10' Asphalt Trail R-52.4 R-60.2 R-84.3 R-84.2 PHASE 3 PHASE 2 PHASE 1 PHASE 1 PHASE 1 PHASE 2 Underground Cable TV Underground Fiber Optic Sanitary Sewer Storm Sewer Water Main Fence - Steel Overhead Electric Lines Underground Electric Underground Gas Line Underground Telephone Fence - Wood Fence - Barbed Wire E E A T T W Sanitary MH / Tank / Base Clean Out / Curb Stop / Pull Box Storm Manhole Hydrant Catch Basin / Yard Drain Inlet Utility Pole Light Pole / Signal Guy Wire / Pump Utility Meter Utility Valve Telephone Pedestal Telephone Manhole Air Conditioner Electric Transformer Electric Pedestal Sign Tower / Silo Satellite Dish Post / Guard Post Flag Pole Marsh Soil Boring Water MH / Well Deciduous Tree Bush / Hedge Coniferous Tree Large Rock Stump Wetlands LEGEND Treeline Railroad Tracks Index Contour Ex Spot Elevation Railroad Signal Culvert Intermediate Contour Utility Guy Wire G C Gas Regulator CATV Pedestal Benchmark Asphalt Pavement Concrete Pavement Proposed Sanitary Sewer Proposed Sanitary ManholeProposed Storm Sewer Proposed Water Main Proposed Contour Proposed Swale Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall Proposed Reducer Proposed Plug Proposed Hydrant Proposed Valve Proposed Curb Stop Proposed Water MH Proposed Tee Proposed Cross Proposed 90° Bend Proposed 45° Bend Proposed 22.5° Bend W Proposed Culvert 608 Page 1.1 Jennerjohn Field of Dreams Town of Greenville, Outagamie County, WI For: Jennerjohn Field of Dreams LLC DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro Sewer and Water shall be constructed in accordance with the State of Wisconsin Standard Specifications for Sewer and Water Construction, and all Special Provisions of the Town of Greenville. Streets shall be constructed in accordance with the State of Wisconsin Standard Specifications for Highway and Structures Construction, and all Special Provisions of the Town of Greenville. Contractor shall locate all buried facilities prior to excavating. This plan may not correctly or completely show all buried utilities. The Contractor shall verify all staking and field layout against the plan and field conditions prior to constructing the work and immediately notify the Engineer of any discrepancies. The Contractor shall comply with all conditions of the Erosion Control Plan and the Storm Water discharge Permit. All Erosion Control shall be done in accordance with the Plan and Wisconsin DNR Technical Standards. The contractor shall coordinate with provider for electric, gas, and telecommunication service connection and relocations. Pipe lengths are measured to center of structure. Endwalls are included in pipe length. Any agricultural drain tile encountered during construction of the subdivision shall be reconnected and remain operational if serving offsite property. Any construction within the 20' sanitary force main easement requires contacting Dan Klansky (Town of Greenville) 920-841-8550 Project Number: 4350 November 14, 2018 100 0 100 200 300 NO SCALE LOCATION MAP SW 1/4 SEC 23, T 21 N, R 16 E, TOWN OF GREENVILLE OUTAGAMIE COUNTY, WI 23 24 26 25Hwy 96/Wisconsin Ave 14 13 23 24 15 14 22 23 22 23 27 26 Hwy 76/Municipal Dr School Rd Project Location Wetland Wetland Wetland Wetland Wetland Wetland Wetland Alana Lane Melony Court Fallon Lane Alexandra WayAlexandra Way Fallon Lane Watermain connection to existing watermain within the north right of way of S.T.H. 96 SHEET INDEX: Sheet Page Sewer & Water Cover Sheet 1.1 Drainage and Grading Plan 1.2 Erosion & Sediment Control Plan 1.3 Landscape Plan 1.4 Construction Details 2.1 Sewer & Water Details 2.2 Erosion & Sediment Control Details 2.3 S.T.H. 76 Intersection Detail 2.4 Pavement Markings & Traffic Control Plan 2.5 Stormwater Pond Details 2.6 Plan & Profile: Alana Lane - Sta 0+00 to 8+94.61 3.1 Plan & Profile: Fallon Lane - Sta 0+00 to 10+00 3.2 Plan & Profile: Fallon Lane - Sta 10+00 to 16+50 3.3 Plan & Profile: Melony Court / Alexandra Way - Sta 12+50 to 20+00 3.4 Plan & Profile: Alexandra Way - Sta 20+00 to 27+00 3.5 Plan & Profile: Alexandra Way - Sta 27+00 to 31+70.41 3.6 Plan & Profile: Hwy 96 Watermain Loop - Sta 0+00 to 5+00 3.7 Plan & Profile: Outlot 3 Sanitary - Sta 0+00 to 5+00 3.8 Cross Sections: S.T.H. 76 4.1 Cross Sections: S.T.H. 76 4.2 Cross Sections: Alana Lane 4.3 SEWER & WATER COVER SHEET Field tile to be reconnected in a hydraulically efficient fashion if broken during construction. Any agricultural drain tile which is disturbed, cut or broken as part of the development of the property or excavation for construction must be repaired and/or relocated to allow for the drain tile to continue to drain as originally designed. Construction phase 1 shall include storm sewer installation from Melony Court, north within Fallon Lane to the pond storm sewer outfall R-50.1. Construction phase 2 shall include a temporary trail connection across Alana Lane with sewer and water construction to include S-202, R-54.1, adjacent hydrant. Well located on Lot 8 shall be properly abandoned. Exhibit 4 100 MDR MFR POND SUBR LDR LDR CSTRIP MDR - MEDIUM DENSITY RESIDENTIAL MFR - MULTI FAMILY RESIDENTIAL SUBR - SUBURBAN RESIDENTIAL CSTRIP - STRIP COMMERCIAL POND - POND GRASS & WATER LDR LDR MDR LDR - LOW DENSITY RESIDENTIALJENNERJOHN FOD MULTI-FAMILY EAST SOUTH Exhibit 5 101 1 Resolution #28-19 RESOLUTION OF THE TOWN BOARD OF THE TOWN OF GREENVILLE APPROVING AN AMENDED DEVELOPMENT AGREEMENT FOR JENNERJOHN FIELD OF DREAMS PHASE 2 LOCATED AT PARCEL # 110084131 & 110084200 WHEREAS, the Owner/Subdivider has now submitted a Final P lat for approval which require that all public improvements be completed and accepted by the Town, at the sole expense of the Owner/Subdivider, before and as a condition of Final Plat approval or, in the alternative, at the request of the Owner/Subdivider, and in the sole discretion of the Town, the Owner/Subdivider enter into an agreement with the Town to complete all required public improvements within a reasonable time and to provide the Town with a financial guarantee to ensure such public improvements are timely completed at the Owner/Subdivider’s sole expense as a condition of Final Plat approval; and WH EREAS, the Town of Greenville Town Board and DJW Investments have agreed to enter into an amended development agreement for Jennerjohn Field of Dreams Phase 2 which shall repeal and replace the development agr eement approved by Resolution 10-19 , attached as Exhibit A , in accordance with Town ordinances; NO W, THEREFORE, BE IT RESOLVED that the Town Board of the Town of Greenville hereby approves the at tached development agreement for Jennerjohn Field of Dreams Phase 2 as shown as Exhibit A. NO W, THEREFORE, BE IT FURTHER RESOLVED the Town Chair is authorized to sign the agreement only after the Owner/Subdivider has signed the agreement and the developme nt agreements that were approved by Resolutions 27- 19 and 29- 19 have been signed by the Owner/Subdivider of the respective development agreements. This resolution was adopted by the Town of Greenville Town Board on the 22nd day of April, 2019: TOW N BOARD OF THE TOWN OF GREENVILLE, WISCONSIN By: _____________________________ Jack Anderson, Town Chair ATTEST: ___________________________________ W endy Helgeson, Clerk Mot ion to Approve Resolution No. #28-19 made by: Votes: Title Name Aye Nay Other Supervisor Culbertson Supervisor Peters Supervisor Strobel Supervisor Woods Chairperson Anderson Posted: 102 1 TOWN OF GREENVILLE Document No. DEVELOPMENT AGREEMENT THIS D EVELOPMENT AGREEMENT, made by and between the Town of Greenville , Outagamie County, Wisconsin, a body politic and municipality(“Town”) and DJW Investments, LLC (“Owner/Subdivider”): WH EREAS, the Owner/Subdivider has proposed to develop property located in the Town of Greenville, Outagamie County, Wisconsin, described in Exhibit 1 attached hereto; and WH EREAS, the Owner/Subdivider has submitted a Preliminary Plat entitled Jennerjohn Field of Dreams requiring public improvements that was approved by the Town on July 11, 2016; and WHEREAS, t he Owner/Subdivider has submitted engineering reports, construction plans and specifications for all required public improvements pursuant to Chapter 270, Code of the Town of Greenville that were approved by the Town on November 26, 2018 by Resolution 52-18, and WH EREAS, the Owner/ Subdivider has now submitted a Final Plat for approval which require that all public improvements be completed and accepted by the Town, at the sole expense of the Owner/Subdivider, before and as a condition of Final Plat approval or, in the alternative, at the request of the Owner/Subdivider, and in the sole discretion of the Town, the Owner/Subdivider enter into an agreement with the Town to complete all required public improvements within a reasonable time and to provide the Town with a financial guarantee to ensure such public improvements are timely completed at the Owner/Subdivider’s sole expense as a condition of Final Plat approval; and WH EREAS, the Owner/Subdivider has provided the Town with the estimated costs of all required public improvements as shown in Exhibit 2 attached and has agreed to the form and terms of a financial guarantee. NO W THEREFORE, IN CONSIDERATION OF FINAL PLAT APPROVAL, IT IS AGREED AS FOLLOWS: 1. The Owner/Subdivider shall construct and complete all required public improvements at its sole expense and be accepted by the Town by resolution within two years of the date of approval of the original agreement, which was approved by Resolution 02-19 on January 14, 2019. 2. Th e Owner/Subdivider shall construct all required public improvements in compliance with all Town requirements and in accordance with all approved reports, plans and specifications on Return to: Richard J. Carlson 331 E Washington St Appleton, WI 54911 Tax Parcel NumberTax Parcel No. Exhibit A - Resolution 28-19 103 2 file with the Town which are hereby deemed to be incorporated into this Agreement and part of this Agreement. 3. T he Owner/Subdivider shall provide a financial guarantee in the form of an irrevocable letter of credit or escrow account in the amount of 120 percent of the estimated costs for Phase 2 as set forth in Exhibit 3 and Exhibit 4 for a term of two years in the amount of $681,844.15 for the benefit of the Town and in the name of the Town. The letter of credit/escrow account shall be irrevocable and require only that the Town present the letter of credit or escrow account agreement with a sight draft and written notice signed by the Town Chair and attested by the Town Clerk to draw funds. The form of the letter of credit or escrow account and the issuer or holder shall be approved by the Town. The letter of credit shall be submitted prior to recording of the final plat and start of construction. 4. N o financial guarantee shall be allowed to expire prior to substantial completion of all required public improvements. The Owner/Subdivider shall provide written notice to the Town at least 45 days prior to the expiration of the financial guarantee if substantial completion can not be achieved prior to expiration. The Town may require renewal or extension of the financial guarantee. 5. T he Owner/Subdivide r acknowledges that it has requested a financial guarantee as a discretionary alternative to a Town req uirement of completing all required public improvements as a condition of Final Plat approval and waives any right that it may have to a different form or different terms of a financial guarantee. 6. T he Owner/Subdivider acknowledges that the actual cost of constructi ng required public improvements may exceed estimated costs for any particular public improvement or all public improvements in the aggregate and acknowledges its obligation to pay all actual costs. 7. N otwithstanding paragraphs 1 through 6 above, the Owner/Subdivider shall deposit 120 percent of the estimated cost of final pavement for all streets in a separate designated escrow account in the amount of $37,000.00 in the name of the Town for subsequent final pavement to be installed by the Town with the account proceeds, upon the sale of 50 percent of the lots, five years from the date of the Final Plat approval or by order of the Town, whichever comes first. 8. T he Owner/Subdivider shall install all public improvements except for the final layer of asphalt prior to acceptance of the public improvements. The Town Board shall accept all public improvements by resolution at the recommendation of the Public Works Director. 9. B uilding permits may be issued once all of the following have been completed: a. Th e final plat has been recorded. b. P ublic improvements are substantially completed and accepted by the Town Board by resolution. c. The escrow required in paragraph 7 has been submitted. 10. T he Owner/Subdivider shall pay in full all Town review fees in connection with or relating to the final plat, reports, plans and specifications as a condition of final plat approval. Exhibit A - Resolution 28-19 104 3 11. The Owner/Subdivider shall timely pay all Town inspection fees and expenses in connection with and relating to the construction of required public improvements. 12. The Owner/Subdivider shall comply with all regulatory requirements of the Code of the Town of Greenville and all applicable regul atory requirements of the State of Wisconsin and Outagamie County. 13. The Owner/Subdivider shall provide the Town with record drawings of sanitary sewer, water main and storm sewer improvements showing the location of all appurtenances and features of the systems. 14. The Owner/Subdivider shall guarantee all public improvements against defects due to faulty materials or workmanship which appear within a period of 14 months after substantial completion and accepted by the Town by Resolution. The Owner/Subdivider shall pay the full cost of necessary replacement or repair of defects and provide the Town with financial security to ensure timely replacement or repair in an amount of 10 percent of the estimated total costs of all completed improvements. 15. The Owner/Subdivider shall, to the maximum extent practicable, preserve existing landscape features such as trees, grassed areas and the like located outside of actual construction zones needed for public improvements. 16. The Owner/Subdivider shall timely remove and properly dispose of brush and rubbish piles and timely remedy washouts and sedimentation accumulations arising from construction activities. 17. The Owner/Subdivider acknowledges and agrees that nothing in this agreement shall be deemed a waiver or limi tation of any Town immunity, power or authority conferred by law including but not limited to special assessments and special charges. 18. The Owner/Subdivider acknowledges and agrees that nothing in this agreement waives any other requirement, obligation or fee of any Town ordinance or resolution. 19. This Agreement shall be interpreted consistent with the rules and requirements of Chapter 270, Code of the Town of Greenville. 20. This Agreement shall be binding on the Owner/Subdivider, its successors or assigns and shall constitute a covenant running with the land. This Agreement shall also constitute restrictions for public benefit pursuant to Section 236.293 Wis. Stats. 21. The Town may deny issuance of a building permit until compliance with the provisions of this Agreement and Chapter 270, Code of the Town of Greenville are met. 22. This Agreement may only be modified or amended in writing by the parties. Exhibit A - Resolution 28-19 105 4 SUBDIVIDER TOWN OF GREENVILLE DJW Investments, LLC Jack Anderson, Town Chair David Winkel, Sole Member Personally came before me this ___ ATTEST: day of ____________, 2____, the above to me known to be the person(s) who Wendy Helgeson, Town Clerk executed the foregoing instrument and acknowledged the same. Personally came before me this ___ day of ____________, 2____, the above Notary Public, State of Wisconsin My commission expires:__________________ to me known to be the person(s) who executed the foregoing instrument and acknowledged the same Notary Public, State of Wisconsin My commission expires:__________________ Drafted by: Richard J. Carlson 331 E. Washington St. Appleton WI 54911 Exhibit A - Resolution 28-19 106 Exhibit 1 Proposed Lots 7 & 8 and all of Proposed Alana Lane Right-Of-Way is Excluded from the Project Legal Description 107 Exhibit 1 Proposed Lots 7 & 8 and all of Proposed Alana Lane Right-Of-Way is Excluded from the Project Legal Description 108 Jennerjohn Field of Dreams Utility & Street Construction Town of Greenville Preliminary Opinion of Probable Cost McM No. W0986-9-18-00645.02.01 Item Description Quantity Unit Unit Cost Total Cost Quantity Cost Quantity Cost 1 8-inch sanitary sewer 3,855 L.F. $25.00 $96,375.00 403 $10,075.00 2 48-inch sanitary sewer manhole 177.0 V.F. $220.00 $38,940.00 15.98 $3,515.60 3 4-inch SCH40 PVC sanitary sewer lateral 2,430 L.F. $20.00 $48,600.00 Subtotal = 183,915.00$ - $ 13,590.60$ 4 8-inch water main 4,700 L.F. $26.00 $122,200.00 685 $17,810.00 5 6-inch water main 100 L.F. $30.00 $3,000.00 24 $720.00 6 8-inch resilient wedge gate valve 14 EACH $1,500.00 $21,000.00 2 $3,000.00 7 6-inch resilient wedge gate valve 11 EACH $1,000.00 $11,000.00 2 $2,000.00 8 Hydrant 11 EACH $3,500.00 $38,500.00 2 $7,000.00 9 1 1/4-inch SDR 9 PE water lateral 2580 L.F. $15.00 $38,700.00 10 1 1/4-inch corporation, curb stop & stop box 54 EACH $350.00 $18,900.00 Subtotal = 253,300.00$ - $ 30,530.00$ 11 29-inch x 45-inch HERCP storm sewer 35 L.F. 100.00$ $3,500.00 35 $3,500.00 12 42-inch storm sewer 292 L.F. 90.00$ $26,280.00 132 $11,880.00 13 36-inch storm sewer 149 L.F. 75.00$ $11,175.00 14 24-inch storm sewer 561 L.F. 45.00$ $25,245.00 15 21-inch storm sewer 175 L.F. 45.00$ $7,875.00 16 18-inch storm sewer 1,436 L.F. 40.00$ $57,440.00 344 $13,760.00 17 15-inch storm sewer 591 L.F. 35.00$ $20,685.00 36 $1,260.00 18 12-inch storm sewer 438 L.F. 30.00$ $13,140.00 124 $3,720.00 19 10-inch storm sewer 783 L.F. 28.00$ $21,924.00 20 96-inch diameter storm sewer manhole 6.4 V.F. 650.00$ $4,160.00 21 60-inch diameter storm sewer manhole 16.7 V.F. 350.00$ $5,845.00 22 48-inch diameter storm sewer manhole 57.4 V.F. 250.00$ $14,350.00 14.28 $3,570.00 23 48-inch diameter storm sewer inlet-manhole 31.7 V.F. 250.00$ $7,925.00 7.24 $1,810.00 24 36-inch diameter storm sewer manhole 8.8 V.F. 225.00$ $1,971.00 4.00 $900.00 25 24-inch diameter storm sewer manhole 30.5 V.F. 200.00$ $6,100.00 26 Inlet 16 EACH 1,500.00$ $24,000.00 1 $1,500.00 27 4-inch SCH 40 PVC storm sewer lateral 2,430 L.F. 15.00$ $36,450.00 28 29-inch x 45-inch HERCP flared end section 1 EACH 1,200.00$ $1,200.00 1 $1,200.00 29 42-inch RCP flared end section 6 EACH 1,000.00$ $6,000.00 4 $4,000.00 30 24-inch RCP flared end section 5 EACH 650.00$ $3,250.00 31 12-inch RCP flared end section 1 EACH 550.00$ $550.00 1 $550.00 Subtotal = 299,065.00$ 25,750.00$ 21,900.00$ 32 Strip & stockpile topsoil 32,900 S.Y. $1.50 $49,350.00 7,076 $10,613.33 33 Common excavation (roadway) 8,650 C.Y. $6.50 $56,225.00 1,725 $11,210.33 34 Type SAS fabric 17,100 S.Y. $2.00 $34,200.00 3,449 $6,898.67 35 6-inch base aggregate dense 1 1/4-inch 5,710 TONS $11.00 $62,810.00 1,150 $12,647.56 36 6-inch base aggregate dense 3-inch 4,510 TONS $11.00 $49,610.00 37 9-inch base aggregate dense 3-inch 1,800 TONS $11.00 $19,800.00 1,725 $18,971.33 38 30-inch mountable concrete curb & gutter 8,620 L.F. $12.00 $103,440.00 1,592 $19,104.00 39 1 3/4-inch HMA pavement, 3 LT 58-28S 1,140 TONS $60.00 $68,400.00 40 2 1/4-inch HMA pavement, 3 LT 58-28S 400 TONS $60.00 $24,000.00 400 $24,000.00 41 1 3/4-inch HMA pavement, 4 LT 58-28S 1,450 TONS $60.00 $87,000.00 297 $17,830.40 42 Lawn restoration 17,700 S.Y. $5.00 $88,500.00 3,803 $19,015.56 43 Common excavation (trail) 778 C.Y. $8.00 $6,224.00 44 6-inch base aggregate dense (trail) 1,244 TONS $15.00 $18,660.00 45 2-inch HMA pavement (trail) 380 TONS $80.00 $30,400.00 46 Lawn restoration (trail) 3,111 S.Y. $5.00 $15,555.00 47 Drainage easement grading (grading, topsoil, seed, fertilize & mulch) 2,200 L.F. $7.00 $15,400.00 48 Erosion Control (silt fence, hay bales, ditch checks) 1 L.S. $10,000.00 $10,000.00 49 Detention pond excavation 20,800 C.Y. $6.50 $135,200.00 20,800 $135,200.00 50 Removal of excess detention pond excavated material off-site 10,000 C.Y. $5.10 $51,000.00 51 Detention pond outlet structure 1 L.S. $5,000.00 $5,000.00 1 $5,000.00 52 Detention pond restoration (4.655-acres) 1 L.S. $50,000.00 $50,000.00 1 $50,000.00 53 Detention pond bird deterrent grid 1 L.S. $70,000.00 $70,000.00 1 $70,000.00 54 Medium Rip-rap 770 C.Y. $40.00 $30,800.00 636 $25,457.78 55 STH 76 Intersection improvements 1 L.S. $60,500.00 $60,500.00 1 $60,500.00 56 Fiber Optic & Utility Relocation at STH 76 & Alana Lane 1 L.S. $30,000.00 $30,000.00 1 $30,000.00 Subtotal = $1,172,074.00 $285,657.78 $230,791.18 Utility Total = 736,280.00$ 25,750.00$ 66,020.60$ Note: 1. Item 55 unit price from Bid Tabulation (Davel Engineering) Street Total = 1,172,074.00$ 285,657.78$ 230,791.18$ Construction Subtotal = 1,908,354.00$ 311,407.78$ 296,811.78$ Construction Engineering Fees = 66,792.39$ 10,899.27$ 10,388.41$ 15% Contingency = 286,253.10$ 46,711.17$ 44,521.77$ Total = 2,261,399.49$ 369,018.22$ 351,721.96$ 4. Unit cost for Item 50 is assuming disposal within 4 miles of site. Alana Lane 2. There is storm sewer along Fallon Ln that is oversized to provide service to Lot 7; the oversizing cost should be allocated to Lot 7. 3. There is storm sewer along outlots 3 & 4 where a portion of the cost should be allocated to the Town of Greenville. Street Construction: Storm Sewer: Water main: Sanitary Sewer: Storm Water Pond February 19, 2019 [W:\PROJECTS\W0986\91800645\Dept\Muni\OPC\Jennerjohn Field of Dreams OPC] Exhibit 2 109 Jennerjohn Field of Dreams Utility & Street Construction Town of Greenville Preliminary Opinion of Probable Cost McM No. W0986-9-18-00645.02.01 Item Description Quantity Unit Unit Cost Total Cost 11 29-inch x 45-inch HERCP storm sewer 35 L.F. 100.00$ 3,500.00$ 12 42-inch storm sewer 132 L.F. 90.00$ 11,880.00$ 18 12-inch storm sewer 124 L.F. 30.00$ 3,720.00$ 24 36-inch diameter storm sewer manhole 4.0 V.F. 225.00$ 900.00$ 28 29-inch x 45-inch HERCP flared end section 1 EACH 1,200.00$ 1,200.00$ 29 42-inch RCP flared end section 4 EACH 1,000.00$ 4,000.00$ 31 12-inch RCP flared end section 1 EACH 550.00$ 550.00$ 49 Detention pond excavation 20,800 C.Y. $6.50 135,200.00$ 51 Detention pond outlet structure 1 L.S. $5,000.00 5,000.00$ 52 Detention pond restoration (4.655-acres) 1 L.S. $50,000.00 50,000.00$ 53 Detention pond bird deterrent grid 1 L.S. $70,000.00 70,000.00$ 54 Medium Rip-rap 636 C.Y. $40.00 25,457.78$ Construction Subtotal = 311,407.78$ Construction Engineering Fees = 10,899.27$ 15% Contingency = 46,711.17$ Total = 369,018.22$ Note 3: Town of Greenville Storm Water Pond Direct Costs Item Description Quantity Unit Unit Cost Total Cost 14 24-inch storm sewer (R-81.1 to pond) 222 L.F. 45.00$ 9,990.00$ 24 36-inch diameter storm sewer manhole (R-81.1) 4.8 V.F. 225.00$ 1,071.00$ 30 24-inch RCP flared end section 1 EACH 650.00$ 650.00$ 50 Removal of excess detention pond excavated material off-site 10,000 C.Y. $5.10 51,000.00$ Construction Subtotal = 62,711.00$ Construction Engineering Fees = 2,194.89$ 15% Contingency = 9,406.65$ Total = 74,312.54$ Note 2: Storm Sewer Oversizing Costs to service Lots 7 & 8 Item Description Quantity Unit Unit Cost Total Cost Storm Sewer Oversizing 18-inch to 15-inch (R-52.2 to R-60.1) 42 L.F. 5.00$ 210.00$ Storm Sewer Oversizing 24-inch to 18-inch (R-60.1 to R-51.1) 164 L.F. 5.00$ 820.00$ Storm Sewer Oversizing 36-inch to 18-inch (R-51.1 to R-50.3) 149 L.F. 35.00$ 5,215.00$ Storm Sewer Manhole Oversizing 60-inch to 48-inch (R-51.1) 7.89 V.F. 100.00$ 789.00$ Construction Subtotal = 7,034.00$ 15% Contingency = 1,055.10$ Total = 8,089.10$ Total Construction Cost = 2,261,399.49$ Storm Water Pond Credit (Drainage Area Based) = 216,882.89$ Alana Lane Credit = 351,721.96$ Town of Greenville Direct Storm Sewer Costs = 74,312.54$ Storm Sewer Oversizing Costs to service Lots 7 & 8 = 8,089.10$ Total Field of Dreams Cost = 1,610,393.00$ Jennerjohn Field of Dreams Summary of Costs Summary of Storm Water Pond Costs February 19, 2019 [W:\PROJECTS\W0986\91800645\Dept\Muni\OPC\Jennerjohn Field of Dreams OPC] Exhibit 2 110 Item Description Cost 1 Construction Cost Subtotal 1,908,354.00$ 4 Less Town's pond costs ($271,407 x .495) rounded (154,150.00)$ 5 Less Town's street storm sewer construction subtotal costs (62,711.00)$ 6 Total Field of Dreams construction costs 1,691,493.00$ 8 Less Alana Lane (Phase III) Construction Subtotal (296,811.78)$ 9 54 Lot/street/utility costs 1,394,681.22$ 10 Per lot cost ($1,394,681.22/54 lots) 25,827.43$ 11 Phase 1: 32 lots x $25,827.43 826,477.76$ 12 Phase 1 LOC 120% of $826,477.76 991,773.31$ 13 Phase 2: 22 lots x $25,827.43 568,203.46$ 14 Phase 2 LOC 120% of $568,203.46 681,844.15$ 15 Phase 3: Alana Lane 296,811.78$ 16 Phase 3 LOC 120% of $296,811.78 356,174.14$ Total Total Cost of Phases I, II & III (Equals Line 6) 1,691,493.00$ Exhibit 3: Phasing Costs 111 T TC C 56 20,000 SF 55 20,000 SF 54 20,000 SF 12 19,473 SF 13 13,949 SF 20 14,240 SF 8 151,285 SF 21 14,240 SF 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback Drainage Easement Drainage Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Utility Easement 12' Util ity Easement 12' Utility Easement 27 14,612 SF 29 24,709 SF 17 17,961 SF 19 13,859 SF 14 14,613 SF 15 16,103 SF 18 16,278 SF 3 21,230 SF 4 24,949 SF 5 17,719 SF Drainage Easement 35' 20' 22 14,612 SF 23 16,087 SF 24 18,195 SF 25 14,612 SF 26 14,612 SF 28 14,577 SF 53 37,855 SF Drainage Easement 16 17,084 SF 1 18,050 SF 2 15,200 SF 10 17,010 SF 11 23,587 SF 7 196,185 SF 11,760 SF 0.2700 ac OL 4 43 28,481 SF 13,823 SF 0.3173 ac OL 3 32 17,611 SF 36 15,716 SF 30 16,590 SF 35 15,200 SF 31 15,200 SF 34 17,614 SF 33 16,010 SF 52 20,000 SF 51 20,000 SF 41 31,549 SF 42 36,708 SF 37 19,848 SF 38 26,059 SF 40 16,406 SF 39 18,987 SF 45 34,977 SF 44 24,030 SF 48 31,088 SF 46 45,237 SF 50 20,000 SF 49 20,000 SF 47 22,232 SF 30' Building Setback 12' Utility Easement 37' Building Setback 50' DOT Highway Setback 55' Municipal Building Setback 55' Municipal Building Setback 50' DOT Highway Setback 202,765 SF 4.6548 ac OL 2 6 22,841 SF 9 20,007 SF 56,398 SF 1.2947 ac OL 1 20' Drainage &Utility Easement 37' Building Setback 50' DOT Highway Setback 55' Municipal Building Setback Watermain Easement Storm Sewer Easement Drainage Easement Drainage Easement 20' 10' Asphalt Trail 10' Asphalt Trail 4' High Landscape Berm 4' High Landscape Berm 10' Asphalt Trail 4' High Landscape Berm S-111 S-201 S-90S-93 S-94S-95 S-91 S-100 S-202 R-52.3 R-33.2 R-33.3 R-31.2 R-31.3 R-33.1 R-30.1 R-30.3 R-52.2 R-51.3 R-51.2 R-60.1 R-50.2 R-34.1 R-52.5 R-53.1 R-71.1 R-70.3 R-50.1 R-40.1 Proposed Stormwater Pond R-41.1 R-85.1 S-110 S-92 R-32.1 R-42.1 R-51.1 R-30.2 R-50.3 R-72.1 R-80.1 R-81.1 R-70.2 S-200 S-96 S-101 R-54.1 R-77.1 R-78.1 R-72.2 R-73.1 R-76.3 R-76.2 R-76.1 R-70.1 10' Asphalt Trail 10' Asphalt Trail R-52.4 R-60.2 R-84.3 R-84.2 PHASE 3 PHASE 2 PHASE 1 PHASE 1 PHASE 1 PHASE 2 Underground Cable TV Underground Fiber Optic Sanitary Sewer Storm Sewer Water Main Fence - Steel Overhead Electric Lines Underground Electric Underground Gas Line Underground Telephone Fence - Wood Fence - Barbed Wire E E A T T W Sanitary MH / Tank / Base Clean Out / Curb Stop / Pull Box Storm Manhole Hydrant Catch Basin / Yard Drain Inlet Utility Pole Light Pole / Signal Guy Wire / Pump Utility Meter Utility Valve Telephone Pedestal Telephone Manhole Air Conditioner Electric Transformer Electric Pedestal Sign Tower / Silo Satellite Dish Post / Guard Post Flag Pole Marsh Soil Boring Water MH / Well Deciduous Tree Bush / Hedge Coniferous Tree Large Rock Stump Wetlands LEGEND Treeline Railroad Tracks Index Contour Ex Spot Elevation Railroad Signal Culvert Intermediate Contour Utility Guy Wire G C Gas Regulator CATV Pedestal Benchmark Asphalt Pavement Concrete Pavement Proposed Sanitary Sewer Proposed Sanitary ManholeProposed Storm Sewer Proposed Water Main Proposed Contour Proposed Swale Proposed Storm Manhole Proposed Curb Inlet Prop. Catch Basin / Yard Drain Proposed Endwall Proposed Reducer Proposed Plug Proposed Hydrant Proposed Valve Proposed Curb Stop Proposed Water MH Proposed Tee Proposed Cross Proposed 90° Bend Proposed 45° Bend Proposed 22.5° Bend W Proposed Culvert 608 Page 1.1 Jennerjohn Field of Dreams Town of Greenville, Outagamie County, WI For: Jennerjohn Field of Dreams LLC DAVEL ENGINEERING & ENVIRONMENTAL, INC. CIVIL ENGINEERING CONSULTANTS 1811 Racine Street Menasha, WI 54952 Ph: 920-991-1866 Fax: 920-830-9595 www.davel.pro Sewer and Water shall be constructed in accordance with the State of Wisconsin Standard Specifications for Sewer and Water Construction, and all Special Provisions of the Town of Greenville. Streets shall be constructed in accordance with the State of Wisconsin Standard Specifications for Highway and Structures Construction, and all Special Provisions of the Town of Greenville. Contractor shall locate all buried facilities prior to excavating. This plan may not correctly or completely show all buried utilities. The Contractor shall verify all staking and field layout against the plan and field conditions prior to constructing the work and immediately notify the Engineer of any discrepancies. The Contractor shall comply with all conditions of the Erosion Control Plan and the Storm Water discharge Permit. All Erosion Control shall be done in accordance with the Plan and Wisconsin DNR Technical Standards. The contractor shall coordinate with provider for electric, gas, and telecommunication service connection and relocations. Pipe lengths are measured to center of structure. Endwalls are included in pipe length. Any agricultural drain tile encountered during construction of the subdivision shall be reconnected and remain operational if serving offsite property. Any construction within the 20' sanitary force main easement requires contacting Dan Klansky (Town of Greenville) 920-841-8550 Project Number: 4350 November 14, 2018 100 0 100 200 300 NO SCALE LOCATION MAP SW 1/4 SEC 23, T 21 N, R 16 E, TOWN OF GREENVILLE OUTAGAMIE COUNTY, WI 23 24 26 25Hwy 96/Wisconsin Ave 14 13 23 24 15 14 22 23 22 23 27 26 Hwy 76/Municipal Dr School Rd Project Location Wetland Wetland Wetland Wetland Wetland Wetland Wetland Alana Lane Melony Court Fallon Lane Alexandra WayAlexandra Way Fallon Lane Watermain connection to existing watermain within the north right of way of S.T.H. 96 SHEET INDEX: Sheet Page Sewer & Water Cover Sheet 1.1 Drainage and Grading Plan 1.2 Erosion & Sediment Control Plan 1.3 Landscape Plan 1.4 Construction Details 2.1 Sewer & Water Details 2.2 Erosion & Sediment Control Details 2.3 S.T.H. 76 Intersection Detail 2.4 Pavement Markings & Traffic Control Plan 2.5 Stormwater Pond Details 2.6 Plan & Profile: Alana Lane - Sta 0+00 to 8+94.61 3.1 Plan & Profile: Fallon Lane - Sta 0+00 to 10+00 3.2 Plan & Profile: Fallon Lane - Sta 10+00 to 16+50 3.3 Plan & Profile: Melony Court / Alexandra Way - Sta 12+50 to 20+00 3.4 Plan & Profile: Alexandra Way - Sta 20+00 to 27+00 3.5 Plan & Profile: Alexandra Way - Sta 27+00 to 31+70.41 3.6 Plan & Profile: Hwy 96 Watermain Loop - Sta 0+00 to 5+00 3.7 Plan & Profile: Outlot 3 Sanitary - Sta 0+00 to 5+00 3.8 Cross Sections: S.T.H. 76 4.1 Cross Sections: S.T.H. 76 4.2 Cross Sections: Alana Lane 4.3 SEWER & WATER COVER SHEET Field tile to be reconnected in a hydraulically efficient fashion if broken during construction. Any agricultural drain tile which is disturbed, cut or broken as part of the development of the property or excavation for construction must be repaired and/or relocated to allow for the drain tile to continue to drain as originally designed. Construction phase 1 shall include storm sewer installation from Melony Court, north within Fallon Lane to the pond storm sewer outfall R-50.1. Construction phase 2 shall include a temporary trail connection across Alana Lane with sewer and water construction to include S-202, R-54.1, adjacent hydrant. Well located on Lot 8 shall be properly abandoned. Exhibit 4 112 Pa ge 1 of 2 MEETING: Town Board AGENDA ITEM #: __________ DATE: April 22 2019 ACTION TYPE: Approval/Denial “To wn of Greenville” AGENDA MEMORANDUM To: Honorable Town Chairperson and Town Supervisors From: Brian Rickert, Public Works Director Date: 4/11 /2019 RE: CTH CB and Atlantis Roundabout Land Acquisition ACTION TYPE: This item is for possible Town Board Approval/Denial BACKGROUND & SUMMARY: In November of 2018, the Town was approached by OMNNI and Associates about the construction of a Roundabout at CTH CB and Atlantis intersection. The roundabout is scheduled to be constructed beginning in August of 2019. This project was brought to light after the budget was approved for 2018, the Town did not budget for the upcoming work. Work items will include the installation of a water and electrical service for maintenance of the landscaping, relocation of the water service to Plexus, relocation of water valves, vertical adjustments of water valves and sanitary manholes. The a ttached documents are for Right of Way and Easement adjustments that need to be made to allow for the construction and sloping of the Roundabout. Currently the Town has a Permanent Limited Easement for the Trail that is located on the east side of CTH CB. Due to the size of the Roundabout the trail will need to be relocated and the permanent limited easement will become Right of way. STAFF RECOMMENDATION: Staff recommends the Board approve the signatures for the Conveyance of Rights in Land and the Temporary Construction Easement. If the Board is in agreement, the following motion may be made: “Motion to sign the Temporary Construction Easement and Conveyance of Land allowing for the construction of the Roundabout at CTH CB and Atlantis.” POLICY/PLAN REFERENCE(S): Town Purchasing Policy – Adopted August 2017 FISCAL IMPACT: Is there a fiscal impact? Yes, $1.00 Is it currently budgeted or planned? No Amount budgeted: $0 Account #: General Fund 139 TB - 9a Town of Greenville Page 2 of 2 Attachments: 1. Conveyance of Rights in Land 2. Parcel 91 Legal Description 3. Temporary Construction Easement 4. Transportation Project Plat (2 Pages) 140 141 142 143 144 145 MEETING: Town Board AGENDA ITEM #: 9.b DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 1 of 2 "Town of Greenville" AGENDA MEMORANDUM - To: Honorable Town Chairperson and Town Supervisors From: Joel Gregozeski Date: April 22, 2019 RE: Agreement for Professional Services with Ehlers to prepare Tax Incremental Finance District Annual Report. - ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: Wis. Stat. §66.1105(6m)(c) requires that any political subdivision with a tax incremental district (TID) file an annual report with all overlapping taxing jurisdictions and the Wisconsin Department of Revenue (DOR). Additionally, a meeting of the Joint Review Board must be convened to review the annual report and to review the performance and status of each of the political subdivision’s TIDs. Political subdivisions must file their annual report (DOR Form PE-300) electronically through the DOR’s website not later than July 1 annually. The Joint Review Board must meet each year to review the annual report and the performance and status of each district governed by the Board. A single meeting can be held for purposes of reviewing all active TIDs within the political subdivision if all are overlapped by the same taxing jurisdictions. A Class 1 notice of the meeting must be published at least five days before the meeting. Staff is recommending to work with our advisor Ehlers to assist us in complying with its annual TID reporting and JRB meeting requirement under Wisconsin Statutes. Ehlers has provided the attached engagement letter and scope of services. STAFF RECOMMENDATION: POLICY/PLAN REFERENCE(S): Town Purchasing Policy - Adopted August 2017 146 MEETING: Town Board AGENDA ITEM #: 9.b DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 2 of 2 FISCAL IMPACT: Is there a fiscal impact? Yes, ($1,500). Is it currently budgeted or planned? Yes, FY2019 Amount budgeted: $1,500 ### A ttachments: TID Reporting Engagement Letter.pdf Ehlers TID Reporting Summary_2019.pdf 147 Letter of Engagement (“Letter”) to Retain Ehlers to Provide Assistance with Annual Tax Incremental District Reporting As a governmental entity (“Client”) with one or more active Tax Incremental Districts (“TIDs”) you are required to prepare and file an annual report with the Wisconsin Department of Revenue not later than July 1. Following filing, the Joint Review Board (“JRB”) must meet to review the annual report, and to review the performance and status of each district governed by the JRB. Client has requested that Ehlers as sist Client in complying with its annual TID reporting and JRB meeting requirement under Wisconsin Statutes 66.1105(6m)(c)(intro) and 66.1105(4m)(f)1. Ehlers proposes and agrees to provide the following scope of services and for the following fees: Scope of Service & Fee Compensation Annual Report Submission Annual reports must be filed electroni cally by Client not later than July 1 through the Department of Revenue’s website with copies provided to each overlapping taxing entity. The information needed to complete the report will be found within Client’s financial statements and supporting accounting records. Scope: If requested, Ehlers will provide input to Client and Client’s auditor with respect to required report entries. Fee: No charge for routine questions or review of report entries. Additional assistance may be subject to hourly charges. Client will be advised prior to incurring fees for this scope item if charges become necessary. Preparation of Supplemental Information for JRB Given that the DOR annual report format provides limited information for a single fiscal year, Ehlers recommends preparation of supplemental information that will assist Client in more fully presenting the TID’s current financial position, key activities, and anticipated future performance. Scope: 1. Request from Client information necessary for preparation of summary page and updated TID cash flow. 2. Prepare supplemental information package to include: a. Cover and su mmary page. b. Current m ap of TID boundaries. c. Updated cash flow projection. d. Copy of Annual Report. 148 Fee: $1,500 flat fee per TID. Flat fee applicable if Ehlers has available an existing cash flow model to update. If a cash flow model must be created, the additional time require d for that task may be billed hourly. Client will be advised prior to incurring hourly fees for this scope item if charges become necessary. In the event Ehlers has already prepared an upda ted cash flow for the current year as part of other work for which it has been compensated, the fee charged may be reduced. JRB Meeting Coordination Following submission of the annual report with the Depart ment of Revenue, the JRB mu st meet to review the annual report, and to review the performance and status of each district governed by the JRB. Scope: 1. Obtain from Client preferred meeting dates and times and contact overlapping taxing jurisdictions to confirm availability and attendance. 2. Prepare required Class 1 meeting notice and tr ansmit to Client’s Official Newspaper for publication. 3. Prepare, and via electronic mail, provide Client and overlapping taxing jurisdictions with: a. Cover letter with meeting details and requirements. b. Agenda. c. Supplemental information package. d. Joint Review Board resolution. Fee: $500 flat fee per meeting. It is recommended that Client hold a single meeting for review of all active TIDs. (Separate meetings may be required in cer tain cases where more than one county, school district or technical college are involved). JRB Meeting Attendance Scope: Attend Joint Review Board meeting to review cash flow projections and answer questions. Meeting attendance may be in person, or by conference call, as agreed to by Client. Ehlers can provide a call-in number for meetings to be he ld telephonically. If ph one participation in meetings is permitted by Client’s ordinance or policy, this may also be used to facilitate attendance by taxing jurisdiction representatives. Fee: $500 Flat Fee per meeting. In addition, travel time to and from the meeting will be billed hourly, not to exceed $1,000. It is recommended that Client hold a single meeting for review of all active TIDs. (Separate meetings may be required in cer tain cases where more than one county, school district or technical college are involved). 149 Fee Example A Client with three active TIDs for which all services are requested would be charged $4,500 for preparation of the supplemental reports ($1,500 pe r TID), $500 for JRB meeting coor dination and $5000 for JRB meeting attendance for a total of $5,500. This assumes a single JRB meeting is held and excludes hourly charges for travel. Hourly Charges For any service requested by Client related to the Project that exceeds the Scope of Service defined in this Letter, Client will be charged on an hourly basis. Hourly charges will also apply as identified in the Scope of Services & Fee Compensation section of this Letter. Ehlers will bill Client at our then current hourly rates dependent upon the task/staff required to meet Client request. Prior to char ging Client hourly fees, Ehlers will first advise Client of the anticipated charges and receive authorization to proceed. (Does not apply to hourly fees charged for travel if in person JRB meeting attendance is requested). Payment for Services Ehlers will invoice Client upon completion of the work. The invoice is due and payable upon receipt by Client. Future Fee Changes Prior to any fee adjustments, Client will be notified in writing of the revised fees and their effective date. TID Eligible Expense Fees charged by Ehlers for the services outlined in this Letter are a TID eligible expense. Client Responsibility For each TID that Ehlers is assisting with, Client agrees to:  Provide Ehlers with the following information: o A copy of the TID Annual Report as filed with th e Department of Revenue. (Client must also provide a copy directly to each overlapping taxing jurisdiction). o A copy of the prior year’s audited financial statements if available. o A copy of the prior year’s DOR Form PC-202 (Tax Increment Collection Worksheet). o A current TID boundary map. o Copies of documents related to TID debt or other TID liabilities which Client may have incurred, and which Ehlers does not have on file.  Complete and return a questionnaire which we will provide you inquiring as to other information we may need to prepare an updated cash flow.  Post the Annual JRB meeting agenda and provide notification as required by statute. (Ehlers will prepare and coordinate publication of the Class I Notice if this service is elected).  Take and prepare minutes at the Annual JRB meeting. 150  Provide any technology required for telephonic meeting par ticipation by Ehlers or other parties if such participation is allowed by Client.  Pay the following costs, which are not include within our Scope of Services: o Services rendered by Client’s engineers, planners, surveyors, appraisers, assessors, attorneys, auditors and others that may be called on by Client to assist with preparing the a nnual report or related supplemental information. o Publication charge for the Notice of Joint Review Board meeting. Acceptance Client hereby accepts this Letter and engages Ehlers to provide the services accepted below. This Letter shall be effective as of the date of its accepta nce by Client and shall remain in eff ect for a period of one (1) year. This Letter shall thereafter renew automatically for successive one (1) year periods. Notwithstanding the foregoing, this Letter may be terminat ed by either party upon sixty (60) days prior written notice. Client may change their scope of service elections or modify the list of TIDs for which services are being provided prior to commencement of each annual reporting cycle. Scope of Service Election of Services Preparation of Supplemental Information for JRB ☐ Accept This Service ☐ Decline This Service JRB Meeting Coordination ☐ Accept This Service ☐ Decline This Service JRB Meeting Attendance ☐ Accept This Service ☐ Decline This Service ☐ Provide these services for all active TIDs. OR ☐ Provide these services for the following TIDs only: By: Title: N a m e : D a t e : 151 Annual TIF Reporting Requirements W is. Stat. §66.1105(6m)(c) requires that any political subdivision with a tax incremental district (TID) file an annual report with all overlapping taxing jurisdictions and the Wisconsin Department of Revenue (DOR). Additionally, a meeting of the Joint Review Board must be convened to review the annual report and to review the performance and status of each of the political subdivision’s TIDs. Required Report Political subdivisions must file their annual report (DOR Form PE-300) electronically through the DOR’s website not later than July 1 annually. A separate report must be filed for each active TID. The PE-300 form contains mandatory field entries and consists largely of the information found on the Statement of Revenues, Expenditures and Changes in Fund Balance in a typical audited financial statement. Municipalities must also report their estimated future revenues and future costs. In addition to filing the online form, a copy of the submitted report must also be transmitted by the political subdivision to each overlapping taxing entity. The reporting requirement applies to all types of political subdivisions and to all types of TIDs, to include environmental TIDs, industry-specific Town TIDs created under Wis. Stat. § 60.23 and Town TIDs created under Wis. Stat. § 60.85. Estimated and Amended Reports If a governmental unit is not prepared to file its annual report by the July 1st deadline, an estimated report may be filed. There is a penalty for a late filing beginning 60 days after the report is past due. The penalty is $100 per district per day, with a maximum penalty of $6,000 per District. Amendments to filed reports can be made up until November 1. Joint Review Board Meeting Requirement The Joint Review Board must meet each year to review the annual report and the performance and status of each district governed by the Board. A single meeting can be held for purposes of reviewing all active TIDs within the political subdivision if all are overlapped by the same taxing jurisdictions. A Class 1 notice of the meeting must be published at least five days before the meeting. 152 While the law requires that the meeting be held on July 1, or when the annual report becomes available, DOR has issued guidance indicating that there is no specific requirement as to how soon the Joint Review Board meeting must occur following availability of the annual report. As such, meetings should be scheduled based on the availability of Joint Review Board representatives noting that county and technical college district representatives will be asked to attend multiple meetings throughout their jurisdictions in the same general timeframe. While each local government’s requirements may vary as to the permissibility of phone participation in meetings, neither statute or DOR rules require Joint Review Board members to participate in person which makes teleconference an option that can be considered to facilitate maximum attendance. As the purpose of the meeting is to review the annual report, no action by the Joint Review Board is required other than to convene the meeting. As a best practice, Ehlers recommends that the Joint Review Board be asked to approve a resolution acknowledging filing of the annual report and compliance with the annual meeting requirement. To make the annual meeting a more useful exercise, Ehlers recommends preparation of updated forward looking cash flow projections for your TIDs and provision of other supplemental information that helps to more fully explain the current position of each TID. While the PE-300 form is the only required information to be reported each year, it does not address the future performance of the district or identify its projected year of closure. Since a TID is a partnership with the other taxing jurisdictions, this information is helpful to alert taxing jurisdictions to a potential TID closure or explain remaining initiatives to be accomplished within the TID. How Can Ehlers Help? Ehlers has developed a scope of services for governmental units that may require or prefer assistance in complying with some or all these requirements. Contact an Ehlers’ Municipal Advisor to discuss these services so that you can determine what assistance you may need. 153 MEETING: Town Board AGENDA ITEM #: 9.c DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 1 of 2 "Town of Greenville" AGENDA MEMORANDUM - To: Honorable Town Chairperson and Town Supervisors From: Joel Gregozeski Date: April 22, 2019 RE: Relocation of Telecommunication Utilities with ATT&T for Greenville Fire and Safety Building. - ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: ATT&T has an overhead coaxial cable utility line along the western side of STH 76 running three-quarters of the length of the Town owned property where the new Fire & Safety Building is being constructed. This overhead utility line is in conflict with the driveway location of the existing emergency vehicles at STH 76. Staff has secured a proposal to direct bury the cable lines that will be in conflict with the driveways. STAFF RECOMMENDATION: POLICY/PLAN REFERENCE(S): Town Purchasing Policy – Adopted August 2017. FISCAL IMPACT: Is there a fiscal impact? Yes, ($22,895). Is it currently budgeted or planned? Yes, FY2019 Amount budgeted: 400-5722-820-1908 Fire & Safety Building Construction ### A ttachments: ATT ACTUAL COST INVOICE ATTACHED CR 200200 PROJECT A01KKWK.pdf 154 MEETING: Town Board AGENDA ITEM #: 9.c DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 2 of 2 155 Estimate of Cost and Authority to Work Special Construction Charge and InvoiceAT&T WISCONSIN ACTUAL COST BASIS CDSR0030-12.0 TV326H 04/16/2019 Page 1 of 2 Billing Party's Name : (920) 969-7654Phone : W6860 PARKVIEW DRIVEBilling Address : GREENVILLE, WI 54942 JOEL GREGOZESKIContact Name : (920) 969-7654Phone : Billing Information Engineering Labor Construction Labor Material Cost Contractor Cost Expenses Amount APQ: JOELG@TOWNOFGREENVILLE.COM, ON SITE KRIS.OCONNOC@MIRON-CONSTRUCTION.COM Misc. Tax $0.00 $ 8,824.80 $ 13,939.41 $ 9,406.19 $ 3,390.79 A01KKWKProject Number 150756Customer ID : 04/16/2019Date :200200Customer Request Number Total Estimated Costs $ 35,561.19 TOWN OF GREENVILLE : : OSPE Representative: Title: TRISTRAM VILLIERS CUSTOMER CONTRACTS SPECIALIST Phone #: (262) 970-8420 Work Description & Engineering Remarks : 156 Estimate of Cost and Authority to Work Special Construction Charge and InvoiceAT&T WISCONSIN ACTUAL COST BASIS CDSR0030-12.0 TV326H 04/16/2019 Page 2 of 2 A01KKWKProject Number 150756Customer ID : 04/16/2019Date :200200Customer Request Number Applicant understands that pursuant to the tariffs on file with the FCC and with the State of Wisconsin and/or in order to induce AT&T to relinquish or modify its property right, it is my responsibility to pay these costs incurred by Wisconsin Bell, Inc., d/b/a SBC Wisconsin, a Wisconsin corporation to complete the work requested. DESCRIPTION OF CUSTOM WORK: ESTIMATED COST FOR CUSTOM WORK: APQ: JOELG@TOWNOFGREENVILLE.COM, ON SITE KRIS.OCONNOC@MIRON-CONSTRUCTION.COM $ 35,561.19 Applicant shall pay for the work on an "Actual Cost" basis. Upon completion of the work, AT&T will compute the actual cost of the work. Any difference between the amount of advance payment and the actual cost will be either paid by the Applicant to AT&T or refunded to Applicant by AT&T as the case may be. Applicant understands that this amount is only an estimate of approximate costs, and that the actual cost incurred by AT&T and for which the Applicant is responsible may be different. Charges are calculated in accordance with AT&T's ordinary accounting practices under the Uniform System of Accounts for Class A telephone companies and include allocated costs for labor, engineering, materials, transportation, motor vehicles, tool and supply expenses and corporate overhead loadings. If Applicant cancels the work prior to completion, Applicant shall pay AT&T for all costs AT&T has incurred before being notified in writing to cease work. Applicant has asked AT&T to perform the above-described custom work for which Applicant shall pay AT&T the contract price of Thirty-Five Thousand Five Hundred Sixty-One Dollars And Nineteen Cents/ $35,561.19 in advance of the start of any AT&T work. The estimated amount of Thirty-Five Thousand Five Hundred Sixty-One Dollars And Nineteen Cents/ $35,561.19 is valid for only thirty (30) days and is therefore subject to change/cancellation after May 16, 2019 if AT&T has not received an executed copy of the Application and advance payment by that date. : : ACCEPTED FOR APPLICANT: SEND PAYMENT PAYABLE TO: BY: Printed Name: Title: Date Signed: AT&T Midwest - CWO Center 220 Wisconsin Avenue - Floor 2, Waukesha, WI 53186 157 MEETING: Town Board AGENDA ITEM #: 9.d DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 1 of 2 "Town of Greenville" AGENDA MEMORANDUM - To: Honorable Town Chairperson and Town Supervisors From: Joel Gregozeski Date: April 22, 2019 RE: Professional Services Agreement with Moss & Associates for Appraisal and Acquisition of Public Right-of-Way for Tax Incremental Finance District #1. - ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: The Town of Greenville has been planning for the extension of Design Drive between CTH CB and Mayflower Road to support development in the Tax Incremental Finance District #1. In order to begin acquiring the appropriate land and right-of-way for public infrastructure, the Town must perform an appraisal of property to determine the value of land for negotiating purposes. Town staff has met with each affected land owner; each agreed to allow the Town to perform the appraisal. Staff has requested a proposal from Moss & Associates to begin the process of appraising and negotiating the acquisition of right-of-way and land for public infrastructure. Moss & Associates will meet with owners, deliver offers, mail documents to Register of Deeds for recording, prepare Jurisdictional Offers if necessary, prepare Award of Damages if necessary. Town of Greenville will be responsible for providing right of way plats and construction plans, making payments to owners and paying for recording fees. STAFF RECOMMENDATION: POLICY/PLAN REFERENCE(S): Town Purchasing Policy - Adopted August 2017 FISCAL IMPACT: 158 MEETING: Town Board AGENDA ITEM #: 9.d DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 2 of 2 Varies based on nominal acquisition of ROW/PLEs/TLEs for construction of Design Drive and regional stormwater pond. ### A ttachments: Moss & Associates Proposal For Appraisal and Acquisition Services to Town of Greenville Design Drive Extension.pdf 159 Proposal Town of Greenville Design Drive Extension NEGOTIATION: Acquisition of parcels as Nominal (No appraisal acquired) $450/parcel Acquisition of parcels requiring appraisal $600/parcel Right of Way Certification $750 Moss & Associates will meet with owners, deliver offers, mail documents to Register of Deeds for recording, prepare Jurisdictional Offers if necessary, prepare Award of Damages if necessary. Town of Greenville will be responsible for providing right of way plats and construction plans, making payments to owners and paying for recording fees. APPRAISALS: Short Form Appraisals: $1,850 Full narrative Appraisals: $2,750 Testimony prep time: $150.00 per hour Court Testimony: $150.00 per hour 160 MEETING: Town Board AGENDA ITEM #: 9.e DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 1 of 2 "Town of Greenville" AGENDA MEMORANDUM - To: Honorable Town Chairperson and Town Supervisors From: Joel Gregozeski Date: April 22, 2019 RE: Fox Cities Regional Partnership Funding Request - ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: The Fox Cities Regional Partnership has submitted its annual funding request to provide economic development services to Greenville. In the past Greenville has provided a minimal amount for its services which has been approximately $2,500. The Partnership has requested $5,000 from Greenville for 2019. Greenville did not budget for the request for 2019 and if Town Board would approve the request a funding source would need to be identified. STAFF RECOMMENDATION: POLICY/PLAN REFERENCE(S): Town Purchasing Policy - Adopted August 2017 FISCAL IMPACT: Is there a fiscal impact? Yes, $5,000 Is it currently budgeted or planned? No Amount budgeted: $0 Account #: n/a ### 161 MEETING: Town Board AGENDA ITEM #: 9.e DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 2 of 2 A ttachments: Pledge Letter 20180401.pdf 162 163 Town of Greenville FINDINGS FROM DISCOVERY MEETING: 1. The Town’s Primary focus is on business retention. 2. The Town is platting residential neighborhoods and continues to show solid residential growth potential. 3. The Town may benefit from attraction efforts to support the increased residential growth in the community 4. The Town has “certain” issues with development around ATW. 5. The Town may have issues moving forward with WDNR regarding isolated wetland designations. 6. The Town is working through the process of incorporation. Fox Cities Chamber recommends Prestige level at $5,000: ACCESS BENEFITS • Access to an economic development team that helps employers locate to and expand within the Fox Cities. o Attraction efforts that support the residential growth and increase the town tax base. o Target market for hotel development and Foreign Direct Investment in and around ATW o Market opportunity for the TIDs as business expansion areas. • Exclusive access to key information on legislation and public policies affecting business. o Potential changes to TIF law and the impacts on Pay-Go TIFs o Administrative rule vigilance especially related to wetland delineation o Dark Store legislation monitoring • Access to a Chamber staff advocating on your behalf for local, state and federal pro -business issues. o Registered lobbyist on staff • Access to participate in workforce development initiatives. • Discounts available to Fox Cities Chamber members through our Member Advantage program (including exclusive access to the FCC…). • Use of the Chamber’s conference rooms and meeting spaces (Subject to usage policies – the Fox Cities Chamber does not endorse the sale of products). • All employees in one business location hold membership status. • Access to complimentary e-newsletters for all registered employees. • Complimentary subscription for your organization to The Business News (est. value $26/annually). • Complimentary subscription to Fox Cities Chamber BUSiNESS magazine. • Access to free certificates of origin. (4 annually). • Access to notary services (no limit). MARKETING BENEFITS • Name recognition at Business Breakfast Bytes, Lunch n Learns, Public Policy, task forces/committees. 164 • Opportunity to submit editorials in Fox Cities Chamber BUSiNESS magazine. (Subject to availability and approval.) • Enhanced online directory listing for up to UNLIMITED businesses/locations under the same ownership. • Opportunity for inclusion in social media and website postings. • Opportunity to show membership through Chamber window decal and digital logo placement on website/social media. • Chamber-assisted ribbon cutting ceremony for milestone events (one event annually). • Company recognition/ability to display business materials in Chamber lobby. • Access to affordable advertising rates in digital communications and Chamber BUSiNESS magazine. • Access to online job board postings on Chamber website. ENGAGEMENT BENEFITS • Access to multiple networking opportunities. • Opportunity for involvement in Chamber committees. • Access to participate in young professional initiatives through our PULSE Young Professionals Network. EDUCATIONAL BENEFITS • Access to monthly Business Breakfast Bytes educational sessions. • Discounted member pricing for Leadership Fox Cities program (Subject to standard application process/acceptance). • Discounted member rates for select workshops and seminars in partnership with Fox Valley Technical College. • Access to obtain one active member list in Excel format per membership year. • Complimentary Member 411 advertising: 3 ads per membership year ($150 value) . • One written “Member Spotlight” feature per membership year (Subject to availability and space permitting) or the opportunity to upgrade “Member Spotlight” feature as a 60-second video feature (one per membership year) (est. value = about $500). • Ability to post Member-to-Member Deals on Chamber website. • Ability for licensed brokers to sell applicable offering from FCC. • Access to discounted rate for Executive Roundtables program (Subject to standard application process). • Access to complimentary event tickets = 2 tickets to each of the following: o Pinnacle Awards Gala o Business Awards Luncheon o Future 15 Young Professionals Awards o Invitation to exclusive annual premier leaders’ event o Economic Outlook Lunch o Guests must register within 30 days of each event (est. Value = $630) 165 MEETING: Town Board AGENDA ITEM #: 9.f DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial. Page 1 of 1 "Town of Greenville" AGENDA MEMORANDUM - To: Honorable Town Chairperson and Town Supervisors From: Joel Gregozeski Date: April 22, 2019 RE: Proclamation RU4-15 Supporting the Reconstruction of the State Highway 15 Bypass Project - ACTION TYPE: This item is for possible Town Board Approval/Denial. BACKGROUND & SUMMARY: On April 15, 2019 the Village of Hortonville hosted a news conference for the purposes of displaying public support toward the Governor's biennial budget proposal and the inclusion of the STH 15 bypass project. The Village drafted the attached proclamation seeking support from all municipalities impacted by the project. Chairperson Anderson, Public Works Director Rickert and I attended the conference and indicated we'd bring this proclamation to the full Town Board for consideration. STAFF RECOMMENDATION: POLICY/PLAN REFERENCE(S): N/A FISCAL IMPACT: N/A ### A ttachments: Proclamation RU4 - 15 - Keeping Highway 15 Bypass Project on Schedule.pdf 166 Proclamation RU4-15 A PROCLAMATION IN FAVOR OF KEEPING THE HIGHWAY 15 BYPASS PROJECT ON SCHEDULE WHEREAS, WIS 15 is a busy commuter route and that commuter traffic flows through Cities, Towns, and Villages of the Fox West Region; and WHEREAS, WIS 15 has insufficiencies in roadway structure and design that, along with the heavy load of commuter traffic, creates an increased number of safety issues; and WHEREAS, multiple accidents through-out the region has caused an alarming amount of injuries and fatalities to occur; and WHEREAS, the Highway 15 Bypass project will address these safety issues and enhance vehicle travel through the region; and WHEREAS, the Wisconsin Department of Transportation (WisDOT) has completed their studies and preliminary engineering and has purchased many properties along the proposed route in preparation for the start of the Highway 15 Bypass construction; and WHEREAS, delay of the Highway 15 Bypass project once again will continue to have a negative effect on safety, planning, and economic development for the cities, towns, and villages affected; and WHEREAS, This project is non-partisan in manner, and that Governor Tony Evers the 46th Governor of the Great State of Wisconsin has declared this project as major in nature in the 2019 – 2021 biennium budget; and WHEREAS, the Wisconsin Department of Transportation (WisDOT) has supported the Governor and has named this project STH 76 – New London on its Major Projects Expenditure Schedule dated February 2019; and WHEREAS, the officials present in this room representing multiple Counties of Wisconsin, law enforcement agencies, Emergency Medical contractors, local Villages, Cities, Townships, as well as planning consortiums and transportation companies, all want to see this project remain on schedule and come to fruition for the benefit of its users; NOW THEREFORE BE IT RESOLVED that this assembly of officials support the WIS 15 Expansion Project as proposed by WisDOT and supports the beginning of construction on schedule in 2021. BE IT FURTHER RESOLVED that a copy of this proclamation shall be forwarded to Governor Evers, Representatives in the State Legislature as well as the Wisconsin Department of Transportation WisDOT Officials. 167 IN WITNESS WHEREOF, The following officials have come together as an act of unification to declare their support for Project ID# 1146-75-00 commonly known as the STH 15 Reconstruction Project. Signed this date 4-15-2019: Name Title Signature _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ _____________________ ______________________ _____________________ 168 169 MEETING: Town Board AGENDA ITEM #: 9.g DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial Page 1 of 2 "Town of Greenville" AGENDA MEMORANDUM - To: Honorable Town Chairperson and Town Supervisors From: Wendy Helgeson Date: April 22, 2019 RE: Operator's License Application Fee - ACTION TYPE: This item is for possible Town Board Approval/Denial BACKGROUND & SUMMARY: In an attempt to streamline and facilitate a restructuring of our Operator Licensing, a report related to license fees and schedules is included and the following information provided to the Town Board: 1. Attachment including current fees and scheduling 2. Attachment of proposed license fees and scheduling STAFF RECOMMENDATION: POLICY/PLAN REFERENCE(S): 1. The Town of Greenville Fee Schedule as per Resolution #79-18 – Resolution Amending Fees and Licenses Schedule FISCAL IMPACT: Is there a fiscal impact? Yes, $35.00 per first time applicant; $25.00 per renewal applicant Is it currently planned? No, FY19-20 starting July 1, 2019 (state licensing period) ### 170 MEETING: Town Board AGENDA ITEM #: 9.g DATE: April 22, 2019 ACTION TYPE: This item is for possible Town Board Approval/Denial Page 2 of 2 A ttachments: TB - Fox Valley Area Operator License Fees and Schedule.docx TB - Comparison Evidence and Proposal.docx 171 Fox Valley Area Operator License Fees and Schedule 1. Communities of the Fox Valley and surrounding areas regulate their pricing based on approved local Resolutions. 2. The option of one or two year licensing is up to each community. 3. Operator license terms begin on July 1st and terminate on June 30th pursuant to State Statute Sections 125.32(2) and 125.68(2). 4. Provisional License are available to Operators who would like to work prior to the background check completion and Board approval, and is valid for 60 days. If a Provisional License is desired it may only be purch ased at the time of applying for an Operator’s License. Name 1 year 2 year Application Fee Provisional Sparta N/A 60 15 15 Appleton 60 N/A 7 15 Kaukauna 50 N/A N/A 15 Grand Chute 85.00 New or 70.00 Renewal N/A N/A 15 Neenah 60 N/A N/A 15 Little Chute 32 50 N/A 15 Greenville 25 N/A N/A 5 172 Comparison Evidence and Proposal Total Fees Name New Renewal Timeframe Sparta 90 75 Renewed Every Other Year Appleton 82 67 Renewed Every Year Kaukauna 65 50 Renewed Every Year Grand Chute 100 70 Renewed Every Year Neenah 75 60 Renewed Every Year 47/1 year 32/1 year Little Chute or 65/2 year or 50/2 year Operator Choice Greenville 30 25 Renewed Every Year Currently, communities in the Fox Valley and surrounding areas average $69.00 for new Operator License applicants and $59.00 for Operator License renewals. These amounts are significantly higher than the current cost in Greenville of $30.00 for new applicants and $25.00 for renewal applicants. With increased costs and wages along with an enhanced approval process, raising the licensing cost would ensure an alignment to our cost of providing such license. The Clerk’s office ensures all paperwork is completed; copies are made of the applicant’s photo ID and license to serve, background checks performed, and in questionable cases, forwarded on to police for further review. Information is then sent to the Town Board for approval or denial, and licenses are then processed and distributed through the mail. Although the increase may seem significant, it is still very much in line with current costs of other nearby communities and less than the yearly average of those communities. The recommendation to consider is to increase the Provisional Operator License cost to $15.00, and increase the yearly Operator License cost to $50.00. There would only ever be a onetime charge for the Provisional Operator License at the initial point of purchase of the Operator License (first time applicants). 173