Sussex County Council Public/Media Packet
MEETING: May 3, 2016
**DISCLAIMER** This product is provided by Sussex County government as a courtesy to the general public. Items contained within are for background purposes only, and are presented ‘as is’. Materials included are subject to additions, deletion or other changes prior to the County Council meeting for which the package is prepared.
Sussex County Council 2 The Circle | PO Box 589 Georgetown, DE 19947 (302) 855-7743 A G E N D A
MAY 3, 2016
10:00 A.M.
Call to Order
Approval of Agenda
Approval of Minutes
Reading of Correspondence
Public Comments
Lewes Byway Presentation and Update
Consent Agenda
1. Wastewater Agreement No. 597-1 Sussex County Project No. 81-04 The Woodlands – Phase 1 Miller Creek Sanitary Sewer District
2. Wastewater Agreement No. 856-8 Sussex County Project No. 81-04 Millville By The Sea – Lakeside Village Ext. Millville Expansion of the Bethany Beach Sanitary Sewer District
3. Wastewater Agreement No. 1027 Sussex County Project No. 81-04 Silver Woods Miller Creek Sanitary Sewer District
Sussex County Council Agenda May 3, 2016 Page 2 of 4
Todd Lawson, County Administrator
1. Proclamation – Soil & Water Stewardship Week
2. Public Interview for Planning and Zoning Commission Nominee Doug Hudson
3. Administrator’s Report
Hans Medlarz, County Engineer
1. Winding Creek Village
A. Proposed Water District Update and Recommendation
2. Herring Creek Tunnell Properties
A. Memorandum of Understanding
3. Route 54 Sewer Expansion
A. Professional Services Amendment with Hazen & Sawyer
4. Portable Generator, Project 16-24
A. Recommendation to Award
Joe Wright, Assistant County Engineer
1. Sussex Shores Subdivision – Chapter 96 Sussex Community Improvement Project 14-13A
A. Substantial Completion and Final Balancing Change Order
2. Pump Station 207 and Force Main – Contract 12-23
A. Revised Final Change Order
Old Business
Change of Zone No. 1795 Bay Forest Club, LLC c/o Natelli Communities, Inc.
Grant Requests
1. Girl Scouts of the Chesapeake Bay Council for Girl Scout Troop 1482 Odyssey of the Mind Team
2. Town of Laurel for the Laurel Fireworks Celebration
Sussex County Council Agenda May 3, 2016 Page 3 of 4
3. True Blue Jazz for concert expenses and operating expenses
4. Friends of the Bridgeville Library for program expenses
5. Lower Sussex Little League for operating expenses and registration fees
6. Friends of the Georgetown Public Library for the Annual 5K Race/Walk fundraiser
Introduction of Proposed Zoning Ordinances
Council Members′ Comments
Executive Session – Personnel, Pending Litigation, Land Acquisition pursuant to 29 Del. C. §10004(b)
Possible Action on Executive Session Items
1:30 p.m. Public Hearings Conditional Use No. 2042 filed on behalf of Beachfire Brewing Company, LLC “AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN A C-1 GENERAL COMMERCIAL DISTRICT FOR A MICROBREWERY TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN LEWES AND REHOBOTH HUNDRED, SUSSEX COUNTY, CONTAINING 5,000 SQUARE FEET, MORE OR LESS”. The property is located at the southeast corner of Central Avenue and Johnston Street. (911 Address: 19841 Central Avenue, Rehoboth Beach) (Tax Map I.D. 334-13.20-24.00)
Conditional Use No. 2045 filed on behalf of Robert and Deborah Reed RE/MAX Realty Group “AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN A B-1 NEIGHBORHOOD BUSINESS DISTRICT FOR MULTI-FAMILY DWELLING STRUCTURES TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN INDIAN RIVER HUNDRED, SUSSEX COUNTY, CONTAINING 21.34 ACRES, MORE OR LESS”. The property is located southwest of Oak Orchard Road (Route 5 AND Road 297) approximately 600 feet south of John J. Williams Highway (Route 24) and fronting the southerly right-of-way of John J. Williams Highway (Route 24). (911 Address: None Available) (Tax Map I.D. 234-29.00-69.01 and 69.08 – 69.11) Change of Zone No. 1792 filed on behalf of Ray C. and Candice E. Sammons “AN ORDINANCE TO AMEND THE COMPREHENSIVE ZONING MAP OF SUSSEX COUNTY FROM A C-1 GENERAL COMMERCIAL DISTRICT TO AN AR-1 AGRICULTURAL RESIDENTIAL DISTRICT FOR A CERTAIN PARCEL OF LAND LYING AND BEING IN SEAFORD HUNDRED, SUSSEX COUNTY, CONTAINING 20,833 SQUARE FEET, MORE OR LESS”. The property is located at the southwest corner of Oak Grove Road (Road 549B) and North Oak Grove Road (Road 549). (911 Address: 2568 Oak Grove Road, Seaford) (Tax Map I.D. 531-8.00-26.01)
Adjourn
Sussex County Council Agenda May 3, 2016 Page 4 of 4
********************************
Sussex County Council meetings can be monitored on the internet at www.sussexcountyde.gov.
*********************************
In accordance with 29 Del. C. §10004(e)(2), this Agenda was posted on April 26, 2016 at 4:45 p.m., and at least seven (7) days in advance of the meeting.
This Agenda was prepared by the County Administrator and is subject to change to include the addition or deletion of items, including Executive Sessions, which arise at the time of the Meeting.
Agenda items listed may be considered out of sequence.
# # # #
SUSSEX COUNTY COUNCIL – GEORGETOWN, DELAWARE – APRIL 19, 2016
A regularly scheduled meeting of the Sussex County Council was held on Tuesday, April 19, 2016, at 10:00 a.m., in the Council Chambers, Sussex County Administrative Office Building, Georgetown, Delaware, with the following present:
Michael H. Vincent President Samuel R. Wilson, Jr. Vice President George B. Cole Councilman Joan R. Deaver Councilwoman Robert B. Arlett Councilman Todd F. Lawson County Administrator Gina A. Jennings Finance Director J. Everett Moore, Jr. County Attorney
The Invocation and Pledge of Allegiance were led by Mr. Vincent. Call to Order Mr. Vincent called the meeting to order.
M 188 16 A Motion was made by Mr. Wilson, seconded by Mr. Cole, to amend the Approve Agenda by deleting “Wastewater Agreement No. 597-1, Sussex County Agenda Project No. 81-04, Woodlands – Phase 1, Miller Creek Sanitary Sewer District” and “Introduction of Proposed Zoning Ordinances”, and to approve the Agenda, as amended.
Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Minutes The minutes of April 12, 2016, were approved by consent.
Public Public Comments Comments Dan Kramer commented on the April 12, 2016, Council minutes.
Jean Ward, Mary Ellen Vitsorek, and Jeanette Cosgrove voiced their opposition to the Proposed Winding Creek Water District, stating that Winding Creek Village is primarily a community of senior citizens on fixed incomes, that 194 affidavits have been submitted from property owners expressing their desire to opt out of the Water District, that salt intrusion is not an issue with the majority of the homes, and requesting that the referendum on the Winding Creek Water District be canceled.
April 19, 2016 - Page 2
Public Paul Reiger commented on an imbalance in representation on the Planning Comments and Zoning Commission as a result of the vacancy created by the (continued) resignation of Mr. Rodney Smith.
Autism Melissa Martin Assistant Director, Autism Delaware, was present, along Awareness with Frank Shade, Southern Delaware Development Coordinator, to Month promote “Autism Awareness Month” and speak about the services and programs available through Autism Delaware to enrich the lives of those affected by ASD (autism spectrum disorder) in Sussex County. Ms. Martin reported that autism is impacting a rising number of families in Sussex County, and there is a need for a wide variety of supports to assist those families.
According to the Centers for Disease Control and Prevention, autism occurs in one in every 68 children, and that statistic holds true in Sussex County. For the 2014-15 school year, 1,512 Delaware public school students had an educational classification of autism compared to 152 in 1991—an increase of 895 percent. Ms. Martin stated that the local arm of the Delaware Autism program is located in Lewes at the Sussex Consortium, which pulls students from all over the County into a center-based program within the Cape Henlopen School District and provides the types of speech language, occupational therapy, and psychological and special education supports they need.
Ms. Martin explained that autism is the fastest growing developmental disability, impacting social interaction, communication, and typical development for a child. Autism Delaware provides support to families through parent mentoring and educating the community about resources available. They also administer a program called POW&R (Productive Opportunities for Work & Recreation) which helps place young adults as they transition out of high school into employment in the community. Autism Delaware has a pilot project currently ongoing in Sussex County to help reach the Hispanic population as well.
At the State level, Ms. Martin announced that Senate Bill Nos. 92 and 93 have been introduced in the Delaware General Assembly to improve ASD services. Senate Bill No. 92 establishes a statewide education resource, the Center for Excellence in Autism, which will house a statewide director for the program and several trainers that will be able to go out to the schools to enhance their capacity to serve students in their home district. Senate Bill No. 93 establishes an Interagency Committee on Autism and the Delaware Network for Excellence in Autism.
Ms. Martin thanked Council for the opportunity to speak and requested consideration for funding support to continue Hispanic outreach, day camp programs in conjunction with Children’s Beach House, golfing and sports programs, swimming programs, and community and family outreach programs to help improve the lives of families affected by ASD in Sussex County.
April 19, 2016 - Page 3
M 189 16 A Motion was made by Mrs. Deaver, seconded by Mr. Arlett, to approve the Approve following items listed under the Consent Agenda: Consent Agenda Wastewater Agreement No. 638-9 Sussex County Project No. 81-04 The Estuary – Camp Barnes Road – Off Site Sewer (Construction Record) Miller Creek Sanitary Sewer District
Wastewater Agreement No. 1043 Sussex County Project No. 81-04 Route 24 Elementary School – Love Creek Goslee Creek Planning Area
Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Fair The Council presented to representatives of the Sussex County Association Housing of Realtors® a Proclamation entitled “PROCLAIMING THE MONTH OF Month APRIL AS FAIR HOUSING MONTH IN SUSSEX COUNTY”.
Adminis- Mr. Lawson read the following information in his Administrator’s Report: trator’s Report 1. Delaware State Police Activity Report
Per the attached Delaware State Police activity report for December, there were 410 violent crime arrests with 338 clearances; 3,238 property crimes with 1,278 clearances; and 45,705 total traffic charges with 32,005 corresponding arrests. Of those traffic arrests, 988 were for DUI. Finally, there were 5,254 total vehicle crashes investigated in December. In total, there were 191 troopers assigned to Sussex County for the month of December.
2. Sussex County Telephone Number Match Rate
The Delaware Department of Safety and Homeland Security recently reported that Sussex County’s telephone number match rate has reached the 96 percent accuracy threshold. This is a significant milestone for the County and the highest percentage of telephone number to addresses matches ever experienced by the County since Sussex implemented its new addressing protocol. As a result, residents of the County have a greater assurance that their address and telephone number information is accurate and up-to-date should the need arise, including during an emergency, to identify and locate a specific address.
April 19, 2016 - Page 4
Adminis- Our congratulations and appreciation go to the staff of the County’s trator’s Mapping and Addressing Office for accomplishing this tremendous feat. Report (continued) 3. Council Meeting Schedule
A reminder that Council will not meet on Tuesday, April 26th. The next regularly scheduled Council meeting will be held on May 3rd at 10:00 a.m.
[Attachments to the Administrator’s Report are not attachments to the minutes.]
Clean Mrs. Jennings reported on the Clean Water and Flood Abatement Task Water Force. The Task Force will meet again on Wednesday, April 20, 2016, and and continue to review billing options for the clean water fee. Mrs. Jennings Flood stated it is likely that the Task Force will be extended into May, as there are Abatement concerns regarding the method of billing, i.e. whether to include the fee on Task the sewer bill, tax bill, or the possibility of DNREC doing some type of Force billing as a result of the draft legislation. Mrs. Jennings will provide additional updates as the Task Force continues its work.
Springfield Mrs. Jennings provided an update on the sale of vacant property located at Property 22512 Springfield Lane, Georgetown, Delaware. Mrs. Jennings reported Update/ that Council purchased parcel number 1-35-20.00-51.00 to establish a larger Recom- clear zone on the approach to Runway 4-22 at Delaware Coastal Airport. mendation This larger clear zone is required by the Federal Aviation Administration should Runway 4-22 be extended to 6,000 feet.
The parcel of land purchased included approximately 9.82 acres and a 3,900-square-foot house. Since the entire property was not required for the clear zone, the section not needed for the runway extension project was subdivided. The new parcel consisting of 2.229 acres and the house was appraised at $300,000 by Bay Country Appraisal Services on May 29, 2015,
In October 2015, Council approved the disposition of 22512 Springfield Lane by advertising the property and accepting sealed bids. After advertising multiple times and extending the deadline to accept bids three times from October 2015 to March 2016, the County received no bids by the last deadline. As a result, Administration is recommending that the County obtain a realtor and place the property on the market as a regular sale.
M 190 16 A Motion was made by Mrs. Deaver, seconded Mr. Cole, to authorize Authorize Administration to contact the Sussex County Association of Realtors® to List of list 22512 Springfield Lane, Georgetown, Delaware, on the real estate Springfield market. Property on Real Estate Motion Adopted: 5 Yeas. Market
April 19, 2016 - Page 5
M 190 16 Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; (continued) Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Pump Hans Medlarz, County Engineer, presented Change Order No. 1 for Pump Station 210 Station 210 Force Main, Contract A, Project 15-08A. Mr. Medlarz stated Force Main, that when Project 15-08A was bid, there was an alternate bid included Contract A, which was not accepted by Council because the right-of-way had not been Project secured at the time. The right-of-way is now in hand, the easement has 15-08A been signed, and permission is requested to exercise the alternate bid, a follow-up from the previous award to the contractor.
M 191 16 A Motion was made by Mr. Cole, seconded by Mrs. Deaver, based upon the Approve recommendation of the Sussex County Engineering Department and its Change consultant, Whitman, Requardt and Associates, LLP, that Change Order Order/ No. 1 for Sussex County Contract No. 15-08A, Pump Station 210 Force PS 210 Main, Contract A, with Allan Myers, Inc., be approved, which increases the Force Main, current contract by $220,400.00, for a new contract total of $4,197,777.00. Contract A, Project Motion Adopted: 4 Yeas, 1 Absent. 15-08A Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Absent; Mr. Wilson, Yea; Mr. Vincent, Yea
Pump Hans Medlarz, County Engineer, presented Change Order No. 1 for Pump Station 210 Station 210 Force Main, Contract B, Project 15-08B. Mr. Medlarz stated Force Main, that at the time Project 15-08B was bid, the exact location of the tie-ins for Contract B, the future County pump station were unknown. All of the tie-in locations Project are now known, the sizes have been determined, and a model run was 15-08B performed to determine the pump sizes, as well as the force main sizes.
M 192 16 A Motion was made by Mrs. Deaver, seconded by Mr. Cole, based upon the Approve recommendation of the Sussex County Engineering Department and its Change consultant, Whitman, Requardt and Associates, LLP, that Change Order Order/ No. 1 for Sussex County Contract No. 15-08B, Pump Station 210 Force PS 210 Main, Contract B, with Teal Construction, Inc., be approved, which Force Main, decreases the current contract by $2,200.00, for a new contract total of Contract B, $3,142,340.00. Project 15-08B Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
April 19, 2016 - Page 6
Cash Joe Wright, Assistant County Engineer, discussed the cash performance Perfor- bonds for Water’s Run. Mr. Wright referenced a Memorandum of mance Understanding between Sussex County and WRDG, LLC, dated Bonds/ October 27, 2015, requiring immediate attention to any outstanding work Water’s items. Mr. Wright reported that some drainage swale work was completed Run on or about November 16, 2015, and the gravity sewer main was extended as required on or about December 17, 2015. The construction of roads was to commence immediately upon completion of the sanitary sewer installation. Due to cold weather, the deadline was extended to April 15, 2016, for completion of all items in the agreement. As of this date, the road work has not been completed; however, the contractor is on-site and actively working to complete the necessary work, estimated to take approximately two weeks. Mr. Wright noted that the way the agreement was written, if the developer fails in any of the work, the County has the right to call all of the bonds. It is the recommendation of the County Engineering Department that Council approve the recall of the cash performance bonds to assure the necessary work for Water’s Run is completed.
Mr. Arlett expressed concern with developers selling lots that are not ready to be sold. Mr. Moore stated that traditionally notification that permits would not be issued for certain lots has been given through the Planning and Zoning Office. Discussion has taken place at recent Engineering Department meetings concerning how to help prevent this from occurring in the future.
M 193 16 A Motion was made Mr. Cole, seconded by Mr. Arlett, that the Sussex Approve County Council finds that WRDG, LLC, has failed to complete satisfactory Call of construction of the project known as Water’s Run and authorizes the Cash Council President to take action to call in the cash performance bonds for Perfor- Phase 1A (Road), Phase 1B (Road), and Phase 1B (Sewer) in the amounts of mance $25,999.00, $64,114.00, and $51,186.88, respectively, in order to complete Bonds/ the improvements, or procure others to complete the improvements, in Water’s accordance with the approved plans and project requirements. Run Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Request Aref Etemadi, Planning Technician, presented a request to prepare and to Prepare post notices for expansion of the West Rehoboth Expansion of the Dewey and Post Beach Sanitary Sewer District boundary to include Belle Terre (aka Notices/ Dorman). The property is a 124-acre parcel to include 378 units, 200 single- WRE- family and 178 townhouses. The site will convey portions of its flows to the DBSSD/ Love Creek Elementary School pump station that is currently under Belle Terre construction, and the remainder of the site will be conveyed to the south to a new pump station that the developer will construct.
April 19, 2016 - Page 7
M 194 16 A Motion was made by Mr. Arlett, seconded by Mrs. Deaver, that the Authorize Sussex County Engineering Department is authorized to prepare and post Prepare notices for the West Rehoboth Expansion of the Dewey Beach Sanitary and Post Sewer District to include Belle Terre (aka Dorman), Parcels 334-12.00- Notices/ 17.00, 18.00, 19.00, and 20.00 owned by Sussex Real Estate Partners, LLC, WRE- and two adjoining lots, 334-12.00-17.01 and 1702, as presented on April 19, DBSSD/ 2016. Belle Terre Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Estates Patti Deptula, Director of Special Projects, advised that The Estates of Sea of Sea Chase is requesting inclusion in the Chapter 96 Sussex Community Chase Improvement Program as set out in the Sussex County Code. This single- Proposed family condominium subdivision is located on the northeast corner of Chapter 96 Warrington Road (County Road 275) and Old Landing Road (Road 274), Project north of Rehoboth Beach in the Lewes and Rehoboth Hundred. The streets are approximately 5,300 feet in length, privately owned and maintained by The Estates of Sea Chase Condominium Association. Right Property Management is retained by the Association for property management. There are 45 total assessable properties in the proposed project.
The Sussex County Engineering Department received a formal request from the President of the Condominium Association on June 10, 2015, to initiate the Chapter 96 process as per Sussex County Code. The request was to repair, repave, and address minor drainage issues for all existing subdivision streets. The Sussex County Engineering Department compiled a construction cost estimate, approved by the County Engineer and Finance Director, in December 2015, with the total project cost estimated at $85,442.79 and the annual assessment rate per assessable parcel estimated at $234.10 for a 10-year time period (or the option of a one-time lump sum payment estimated to be $1,898.73 per assessable parcel).
Mrs. Deptula reported that a petition form was compiled by the Engineering Department and mailed out to all assessable property owners on December 11, 2015, including the cost estimate. Valid petitions were received from 28 property owners, representing 62 percent of the total assessable parcels, which meets the County Code requirement of more than 50 percent. Notice of a public meeting to be held on April 2, 2016, was mailed to all property owners on March 10, 2016, along with the cost estimate, the project layout map, and a list of assessable tax parcels to be included in the project.
The Engineering Department held the community meeting on April 2, 2016, at the Sterling Crossing Clubhouse to review the proposed project. The
April 19, 2016 - Page 8
Estates main improvement being considered is the installation of two inches of of Sea Type C hot mix on all streets except Adriatic Drive, which would receive Chase 2-1/2 inches of Type C hot mix. Proposed Chapter 96 Mrs. Deptula presented a resolution for Council’s consideration and Project approval of the project’s inclusion in the Chapter 96 program, and (continued) providing for an election to be held on Friday, May 20, 2016, at the offices of Right Property Management, 20245 Bay Vista Road, Rehoboth Beach, from the hours of 2:00 to 7:00 p.m., with the provision of absentee ballots. The election will make the final determination if the project would move forward. If the election is voted in favor, construction is expected to begin in the fall.
M 195 16 A Motion was made by Mr. Cole, seconded by Mrs. Deaver, to adopt Adopt Resolution No. R 007 16 entitled “A RESOLUTION ESTABLISHING A R 007 16/ DATE, TIME, PLACE AND JUDGE FOR AN ELECTION TO BE HELD Proposed TO CONSIDER THE ESTATES OF SEA CHASE PROPOSED Chapter 96 CHAPTER 96 SUSSEX COMMUNITY IMPROVEMENT PROJECT.” Project/ Estates Motion Adopted: 5 Yeas. of Sea Chase Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Discussion Jamie Sharp, Assistant County Attorney, provided for discussion purposes and Possible a red-lined version of the current Sussex County Code relating to signs, as Introduc- well as a Proposed Ordinance entitled “AN ORDINANCE TO AMEND tion of THE CODE OF SUSSEX COUNTY, CHAPTER 115 (“ZONING”), Ordinance ARTICLE XXI (“SIGNS”) for possible introduction. Mr. Sharp advised Relating this presentation is a follow-up from the March 15, 2016, report to Council to Signs regarding the Sign Ordinance. The Sign Ordinance Working Group has met to review comments received at that meeting and afterwards, and the issues being addressed at this time include (1) definitions, (2) billboards, (3) electronic message centers, and (4) enforcement.
Mr. Sharp reviewed the following information regarding proposed changes to the current Sign Ordinance:
Definitions
Newly Defined Terms 1. Abandoned On-Premises / Off-Premises Signs 2. Public Lands 3. Sign Copy 4. Sign Face 5. Sign Structure
April 19, 2016 - Page 9
Discussion 6. Changeable Sign and Possible 7. Non-Conforming Sign Introduc- 8. V Sign tion of Ordinance Revised Definitions Relating 1. Animated Signs to Signs 2. Multi-faced Signs (continued) 3. Bulletin Board 4. Electronic Message Center (EMC) A. On-Premises Electronic Message Center B. Off-Premises Electronic Message Center
Definitions Related to Electronic Message Centers 1. Candela & Candela Per Square Meter 2. Foot Candle 3. Illuminance 4. Luminance 5. Lux 6. Nit 7. SI
Proposed Signs to be Prohibited
Animated Signs Abandoned Signs which have been abandoned for 6 months Mirror Signs V Signs
Signs with more than 2 sign faces
Fees & Permitting
Removed language requiring identification of sign owner and permit
number on the sign
Increased fees: Construction permit Current - 50 cents / square foot - $25 minimum for signs > 32 square feet Proposed - 65 cents / square foot - $32 minimum for signs > 32 square feet Annual fees Current - 25 cents / square foot - $25 minimum for signs > 32 square feet - $7.50 one-time fee for signs < 32 square feet Proposed - 32 cents / square foot - $32 minimum for signs > 32 square feet - $10 one-time fee for signs < 32 square feet
Mr. Cole questioned if the proposed fees would subsidize any new enforcement measures. Mr. Lawson advised that the fees were developed based on the hiring of one new employee. If it is found that more than one
April 19, 2016 - Page 10
Discussion additional employee is necessary for enforcement, the ordinance would have and Possible to be amended. Introduc- tion of On-Premises Signs Ordinance Relating 1. On-premises wall size limitation language to Signs Current - 150 square feet max or 15 percent of total footage of (continued) wall area where wall exceeds 1,000 square feet Proposed - 150 square feet maximum
2. On-premises Ground Sign Current - One sign allowed per street or road frontage per parcel Proposed - One sign allowed per parcel
Off-Premises Signs
1. Current Distinguishes between signs which are less than 200 square feet from signs which are greater than 200 square feet Difference is that the side yard setback is less for the smaller signs Proposed
Removes that distinction
Treats all off-premises signs the same
2. Current
Front Yard Setback – 25 feet Rear Yard Setback – None Side Yard Setback – 20 feet / 50 feet Proposed Front Yard Setback – 40 feet Rear Yard Setback – Equal to the required rear yard setback for a building in that district Side Yard Setback – 50 feet
3. Current Separation distance of 300 feet from dwelling, church, school, or public lands Proposed Separation distance of 500 feet from dwelling, church, school, or public lands Public Lands Definition Land use for a park, recreation area, historical site, wildlife refuge, public forest land, preservation land, or greenway Owned by U.S., State, municipality, or political subdivision thereof
April 19, 2016 - Page 11
Discussion Includes lands placed in an agricultural preservation program and Possible Expressly excludes public roads, streets, and right-of-ways Introduc- tion of 4. Current Ordinance Separation distance of 300 feet from other off-premises signs Relating Proposed to Signs Separation distance of 1,000 feet from other off-premises signs (continued) Separation distance of 50 feet from on-premises signs
Off-Premises Signs – Height
Current - Height limitation of 25 feet
Proposed - Height limitation of 35 feet
Off-Premises Signs – Miscellaneous
Proposed
Express limitation of no more than 2 signs per off-premises sign
structure
No side can exceed 300 square feet – status quo Stacked and side-by-side off-premises signs expressly prohibited No variances allowed for off-premises signs Applicants for a special use exception must provide a Letter of No Objection from DelDOT
Enforcement
Current Disposal fee - $25 Proposed Removal fee - $100 Liable for fines of not less than $100 up to $1,000 – each day is considered a separate offense
Mr. Cole asked about the issuance of on-the-spot fines for violators, which would make the process more efficient and streamlined for the County as well as the public. Mr. Sharp advised that the Code Enforcement Office would have that capability.
Lumination Standards
Proposed language to insert in addition to current standards Signs with external illumination must be fully shielded Maximum luminance level of 250 Nits beginning 1/2 hour before sunset until sunrise
April 19, 2016 - Page 12
Discussion Electronic Message Centers and Possible Introduc- New Section of Code to be created for EMCs tion of Removed and consolidated previous references to EMCs Ordinance Only allowed in B-1, M, UB, C-1, CR-1, LI-1, LI-2, and HI-1 Relating districts – status quo to Signs Messages must be fixed for 10 seconds (continued) Change in message copy must be completed in 1 second or less Default provision to freeze sign or shut down if malfunction occurs
Prohibition on animation, flash, and scrolling
Must comply with luminance standards
Automatic dimming controls required Applicant must supply documentation to confirm Prohibition on signs which attempt to direct traffic or appear similar to traffic signs Sign copy must remain fixed from sunset to sunrise No noises may be emitted from EMCs No variances allowed from EMC requirements On-Premises EMCs permissible with special exception Off-Premises EMCs prohibited
Non-Conforming Off-Premises Signs
May be maintained unless totally destroyed Prohibition on reconstruction, expansion, or re-erection Conversion of non-conforming, off-premises signs to electronic message centers is prohibited Signs which are totally destroyed cannot be re-erected Definition of total destruction 50 percent or more of supporting piles or structure
75 percent or more of the facing
25 percent of the piles or structure and 50 percent of the facing
Mr. Sharp stated the intent at the present time is to focus on the above
issues; however, bandit signs, directional signs, temporary construction
signs, instructional signs, and Clean Hands Ordinance amendments will be addressed at a later date.
Introduc- Mr. Cole introduced the Proposed Ordinance entitled “AN ORDINANCE tion of TO AMEND THE CODE OF SUSSEX COUNTY, CHAPTER 115 Proposed (“ZONING”), ARTICLE XXI (“SIGNS”). The Proposed Ordinance will be Ordinance advertised for Public Hearing.
Timeline/ Mr. Lawson presented the following timeline relative to the Proposed Proposed Ordinance relating to signs: Ordinance
April 19, 2016 - Page 13
Timeline/ Introduction of Proposed Ordinance – April 19, 2016 Proposed Planning and Zoning Commission Public Hearing – May 12, 2016 Ordinance Council Public Hearing – May 24, 2016 (continued) This schedule will allow sufficient time for the County to meet the moratorium deadline of June 15, 2016. Grant Request Mrs. Jennings presented a grant request for the Council’s consideration.
M 196 16 A Motion was made by Mr. Cole, seconded by Mrs. Deaver, to give Council- $1,000.00 ($250.00 from Mr. Cole’s Councilmanic Grant Account, $250.00 manic from Mrs. Deaver’s Councilmanic Grant Account, $250.00 from Grant Mr. Wilson’s Councilmanic Grant Account, and $250.00 from Mr. Vincent’s Councilmanic Grant Account) to Big Brothers Big Sisters of Delaware, Inc., for Sussex County Bowl for Kids’ Sake.
Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
Council Council Members’ Comments Members’ Comments Mrs. Deaver questioned if County government is considered a business.
Mr. Arlett encouraged all Delaware voters to get out and vote in the Presidential Primary.
M 197 16 At 11:50 a.m., a Motion was made by Mrs. Deaver, seconded by Mr. Cole, Recess/ to recess and to reconvene at the West Complex for the DelDOT Reconvene Transportation Improvement Districts Workshop. at West Complex Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
M 198 16 At 1:10 p.m., a Motion was made by Mr. Arlett, seconded by Mr. Wilson, to Reconvene reconvene for the purpose of holding a Workshop regarding DelDOT Regular Transportation Improvement Districts. Session Motion Adopted: 5 Yeas.
Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; Mr. Arlett, Yea; Mr. Wilson, Yea; Mr. Vincent, Yea
April 19, 2016 - Page 14
Workshop/ A Workshop on Transportation Improvement Districts (TIDs) was held. DelDOT Transpor- The following were in attendance: tation Improve- Michael H. Vincent President, Sussex County Council ment Samuel R. Wilson, Jr. Vice President, Sussex County Council Districts Robert B. Arlett Sussex County Councilman George B. Cole Sussex County Councilman Joan R. Deaver Sussex County Councilwoman J. Everett Moore, Jr. County Attorney Todd F. Lawson County Administrator Lawrence B. Lank Director of Planning and Zoning Janelle Cornwell Planning and Zoning Manager Hans Medlarz County Engineer Joe Wright Assistant County Engineer T. William Brockenbrough, Jr. DelDOT – County Coordinator Drew Boyce DelDOT – Director, Planning Marc Coté DelDOT – Assistant Director, Planning and Development Coordination Bobbie Geier DelDOT – Assistant Director, Statewide and Regional Planning
Mr. Lawson stated that the purpose of the Workshop is to allow DelDOT an opportunity to provide an overview and answer any questions Council may have regarding the creation of Transportation Improvement Districts in Sussex County.
Discussion was held regarding the process and benefits of establishing TIDs. The following topics were covered:
What is a TID? Why create a TID? How is a TID created? What happens in a functioning TID? What would County Council need to do to start process? Characteristics of a good TID
It was the consensus of Council that DelDOT representatives work with County staff to develop a pilot TID that would be specific to a certain area in Sussex County and to revisit this matter at a later date.
M 199 16 A Motion was made by Mr. Cole, seconded by Mrs. Deaver, to adjourn at Adjourn 2:35 p.m.
Motion Adopted: 4 Yeas, 1 Nay.
April 19, 2016 - Page 15
M 199 16 Vote by Roll Call: Mrs. Deaver, Yea; Mr. Cole, Yea; (continued) Mr. Arlett, Yea; Mr. Wilson, Nay; Mr. Vincent, Yea
Respectfully submitted,
Susan W. Webb Administrative Secretary
{An audio recording of this meeting (a.m. session only) is available on the County’s website.}
April 21, 2016 FACT SHEET
SUSSEX COUNTY PROJECT 81-04 THE WOODLANDS - PHASE1 AGREEMENT NO. 597 - 1
DEVELOPER:
Mr. Robert Harris Woodlands Development, LLC 27 Atlantic Avenue Ocean View, DE 19970
LOCATION:
N/E Corner of CR 363 & CR 84 / Double Bridges RD
SANITARY SEWER DISTRICT:
Miller Creek Sanitary Sewer District
TYPE AND SIZE DEVELOPMENT:
Residential Subdivision 39 lots
SYSTEM CONNECTION CHARGES:
$225,225.00
SANITARY SEWER APPROVAL:
Sussex County Engineering Department Plan Approval 11/30/15
Department Of Natural Resources Plan Approval 02/04/16
SANITARY SEWER CONSTRUCTION DATA:
Construction Days – 140 Construction Admin And Construction Inspection Cost – $112,947.15 Proposed Construction Cost – $752,981.00
April 20, 2016 FACT SHEET
SUSSEX COUNTY PROJECT 81-04 MILLVILLE BY THE SEA - LAKESIDE VILLAGE EXT. AGREEMENT NO. 856 - 8
DEVELOPER:
Mr. Chuck Ellison Millville Town Center, L.L.C. 32965 Roxana Road Millville, DE 19967
LOCATION:
Town of Millville Substation and Burbage Roads Adjacent to Sand Dollar Village 1
SANITARY SEWER DISTRICT:
Millville Expansion of the Bethany Beach Sanitary Sewer District
TYPE AND SIZE DEVELOPMENT:
Mainline sewer extension.
SYSTEM CONNECTION CHARGES:
$0.00
SANITARY SEWER APPROVAL:
Sussex County Engineering Department Plan Approval 03/17/16
Department Of Natural Resources Plan Approval 7/3/14
SANITARY SEWER CONSTRUCTION DATA: Construction Days – 4 Construction Admin And Construction Inspection Cost – $2,906.55 Proposed Construction Cost – $19,377.00 April 19, 2016 FACT SHEET
SUSSEX COUNTY PROJECT 81-04 SILVER WOODS AGREEMENT NO. 1027
DEVELOPER:
Mr. Robert Thornton Silverstock WP, LLC P. O. Box 449 Bethany Beach, DE 19930
LOCATION:
South side of Beaver Dam Road #368, east of Central Ave., Town of Ocean View.
SANITARY SEWER DISTRICT:
Miller Creek Sanitary Sewer District
TYPE AND SIZE DEVELOPMENT:
18 single family lots in this phase
SYSTEM CONNECTION CHARGES:
$103,950.00
SANITARY SEWER APPROVAL:
Sussex County Engineering Department Plan Approval 08/26/15
Department Of Natural Resources Plan Approval 07/30/15
SANITARY SEWER CONSTRUCTION DATA:
Construction Days – 20 Construction Admin And Construction Inspection Cost – $10,411.05 Proposed Construction Cost – $69,407.00 PROCLAMATION
PROCLAIMING APRIL 24 THROUGH MAY 1, 2016 AS "SOIL & WATER STEWARDSHIP WEEK"
WHEREAS, fertile soil and clean water provide us with our daily sustenance, and
WHEREAS, effective conservation practices have helped provide us a rich standard of living, and
WHEREAS, our security depends upon healthy soil and clean water, and
WHEREAS, stewardship calls for each person to help conserve these . precious resources;
NOW, THEREFORE, the Sussex County Council does hereby proclaim
April 24 through May 1, 2016 as "Soil & Water Stewardship Week".
Michael H. Vincent, President
Dated: May 3, 2016 Sussex County Council Meeting May 3, 2016 Tunnell Properties adjacent to Proposed Herring Creek Sanitary Sewer District MOU
The Engineering Department is in the process of developing a boundary for the proposed Herring Creek Sanitary Sewer District encompassing areas which expressed interest in central sewer service. As a result of this effort several parcels owned by Sussex Realty Company, Inc. and Baywood LLC were needed to provide a contiguous path. Said parcels had previously received a Certificate of Public Convenience and Necessity by the State’s Public Service Commission for central sewer service by the Inland Bays Preservation Company. In an effort to maintain a contiguous path and establish one sewer district Sussex Realty Company, Inc. and Baywood LLC indicated their willingness to permit the inclusion of the parcels in the boundary, with the full understanding however the County would not provide capacity in the system to serve them since a CPCN had been previously issued. The owners agreed to the proposal and a letter outlining said arrangement was sent to the owners. After the February 13th official Public Hearing required under State Code on the proposed district creation there appeared to be confusion about service to said parcels. Concern was expressed Sussex Realty Company, Inc. and Baywood LLC were to benefit without contributing to the expense. In order to address these concerns a Memorandum of Understanding (MOU) with Sussex Realty Company, Inc. and Baywood LLC was developed further defining the sole reason of continuity for inclusion in the boundary. Before Council today is the final MOU executed by Sussex Realty Company, Inc. and Baywood LLC for consideration and potential approval. This MOU states the County will include a narrow portion of the parcels along Banks Road into the proposed sewer district boundary but, will neither provide capacity in the system nor require connection now or in the future. HERRING CREEK TUNNELL PROPERTIES MEMORANDUM OF UNDERSTANDING
This Memorandum of Understanding (hereinafter, "the MOU") is entered into ____, 2016 by and among Sussex Realty Company, Inc. a Delaware corporation, (parcels 234-17.00-170.00, 173.00 & 174.00) and Haywood LLC, a Delaware limited liability corporation, (parcel 234-24.00-1.00) from this point on identified as "Tunnell Properties" and Sussex County Council for the benefit of the government of Sussex County, Delaware from this point on identified as the "County".
RECITALS:
A. The Parties have been communicating about the development of the proposed boundary for the Herring Creek Sanitary Sewer District ("Sewer District") near Angola, Delaware.
B. The County is developing a Boundary for a proposed sanitary sewer district in the area that encompasses lands controlled by Tunnell Properties.
C. Inland Bays Preservation Company, a subsidiary of Tunnell Properties L.P. holds an existing Certificate of Public Convenience and Necessity (CPCN) for providing sewer service to the following parcels 234-24.00-1.00 (PSC Docket 08-WW-004) and 234-17.00- 170.00, 173.00 & 174.00 (PSC Docket 04-W-007)
D. The County desires a contiguous path for the establishment of their sewer district along Banks Road, which would include portions of the above mentioned parcels.
E. The County has proposed to include a portion of the above mentioned parcels into their proposed boundary, with the caveat that no capacity will be provided for the parcels nor will they be required to connect now or in the future.
F. The Parties wish to memorialize and delineate this proposal.
NOW, THEREFORE, in consideration for the mutual promises contained herein and other good and valuable consideration, and intending to be legally bound, the Parties agree as follows:
1. The County agrees to include a portion of the parcels in its proposed boundary of the Herring Creek Sanitary Sewer District in order to maintain the contiguous path required along Banks Road for the establishment of the district, however no capacity will be provided for the above mentioned parcels nor will they be required/or able to connect to the system once installation is complete.
2. Tunnell Properties agrees to permit the County to include the above mentioned parcels in their proposed sewer district boundary understanding that no capacity will be provided nor will they be required/or able to connect, at this time or in the future, to the system once installation is complete. 3. Binding Nature. This MOU shall benefit and bind the Parties and their affiliates, officers, employees, agents, representatives, insurers, administrators, successors and assigns.
4. Governing Law; Jurisdiction. This MOU shall be construed under and governed by the laws of the State of Delaware. The exclusive forum for the resolution of any future disputes between the Parties pertaining to this MOU shall be the federal and state courts of Delaware. The Parties expressly consent to the jurisdiction of the state and federal courts of Delaware in adjudicating any dispute among the Parties relating to this MOU and/or its implementation.
8. Partial Invalidity. If any provision of this MOU shall be held or deemed to be invalid, inoperative or unenforceable, such circumstance shall not render the balance of the MOU invalid, inoperative or unenforceable, and the MOU shall be reformed so that it is valid to the maximum extent permitted.
9. Entire Agreement. This MOU constitutes the entire understanding of the Parties with respect to its subject matter and supersedes any previous agreements entered into by the Parties.
10. Amendments in Writing. The terms of this MOU are contractual and not a mere recital. No modification or alteration of this MOU shall be binding on either of the Parties unless it has been agreed to in a written agreement signed by both of them and identified as an amendment to this MOU.
11. Notices. All notices or other communications which any of the parties to this MOU may desire or be required to give hereunder shall be in writing and shall be given by (a) personal delivery or (b) a nationally recognized overnight courier service, fees prepaid, addressed as follows:
Ifto Sussex Realty Company, to: Mr. Robert W. Tunnell III Tunnell Properties L.P. 34026 Anna's Way Suite 1 Long Neck, DE 19966 Telephone: 302-945-9300
Ifto Baywood LLC, to: Mr. Robert W. Tunnell, Jr. Tunnell Properties L.P. 34026 Anna's Way Suite 1 Long Neck, DE 19966 Telephone: 302-945-9300
If to the County, to: Mr. Hans Medlarz, P.E 2 The Circle PO Box 589 Georgetown, DE 19947
2 Telephone: 302 855-7718
With a copy to: Vincent G. Robertson, Esquire Griffin and Robertson, P.A. 19354C Miller Road Rehoboth Beach, DE 19971 Telephone: 302 266-8702
Any party may designate another addressee (and/or change its address) for notices hereunder by a notice given pursuant to this Section 11. A notice sent in compliance with the provisions of this Section 11 shall be deemed given on the date of receipt.
IN WITNESS WHEREOF, the Parties have executed and sealed this MOU as of the date first written above.
Sussex Realty Company, Inc.
By: Sussex Realty Company, Inc., Managing Member
By: ~~~-J../_/Zlkr-_~___ (SEAL) Robert W. Tunnell III, Managing Member
Baywood LLC
::: Bay~§mber (SEAL)
Robert W. Tunnell, Jr., Managing Member
ACCEPTED AND ACKNOWLEDGED SUSSEX COUNTY:
(SEAL) PRESIDENT OF COUNTY COUNCIL
ATTEST:
ROBIN GRIFFITH
3
PROPOSED MOTION
BE IT MOVED BY THE SUSSEX COUNTY COUNCIL THAT THE
SUSSEX COUNTY COUNCIL PRESIDENT IS AUTHORIZED TO
EXECUTE THE HERRING CREEK TUNNELL PROPERTIES
MEMORANDUM OF UNDERSTANDING (MOU) BETWEEN SUSSEX
REALTY COMPANY INC., BAYWOOD LLC AND SUSSEX COUNTY
AS PRESENTED ON MAY 3, 2106.
HANS MEDLARZ MAY 3, 2016 FILE: HC 1.05-A
Sussex County MiscelJaneous Engineering Services
CONTRACT BETWEEN SUSSEX COUNTY AND HAZEN AND SAWYER
Project 14-10
Rt. 54 Sewer Expansion of the Fenwick Is1and Sanitary Sewer District - Scope Amendment No. 1
Engineering Design, Permitting, and Construction Documents for Expanded Service Area and Alignment outside Public ROW
Scope of Services
The following additional scope of services will be completed in accordance with the original Miscellaneous Engineering Services Agreement dated August 2015 between Hazen and. the County. The serv!ces included herein re~lect a revised sewer alignment which is primarily outside of the public right of way (ROW). The original scope of services assumed an alignment primarily within the public/DE LOOT ROW. Also, the County has elected to extend gravity sewer service in some locations beyond the original project limits as part of the petition for this project. These changes require additional services not in the original scope and fee and include field run topographic surveys, environmental field delineations, updating of existing reports, archeological services and design and permitting services.
ADDITIONAL SCOPE OF SERVICES
Based on the field work, report and preliminary design completed under the to date, the Route 54 Sewer extension alignment has been revised to be primarily outside the public right of way to reduce construction cost and traffic impact to RT. 54 and has been extended in two locations which will require supplemental field delineations and survey not included in the original scope of work. To date, the survey and environmental field delineations for the original proposed gravity sewer limits and alignment on public right of way has been completed. Additional work proposed herein will be supplemental
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 1 April 18, 2016 and will update the work completed previously. Attachment A shows the following proposed areas requiring additional services and are described as follows:
• The preferred Route 54 gravity sewer extension alignment has been determined to be outside of the existing DELDOT Route 54 right of way (south side) for approximately 4,900 feet. The supplemental topographic field survey will extend 40 feet beyond the existing edge of right of way to cover the area will the pipe will be aligned and easements obtained (the existing right of way line roughly follows the existing utility poles). Note that the County will obtain all temporary and permanent utility easements utilizing the design drawings prepared by Hazen. • The limits of Route 54 gravity sewer have been extended approximately 500 feet west along Route 54. This section of pipe is planned in the right of way and supplemental field run topographic and field survey will extend to the existing right of way. • An additional sanitary sewer will extend, approximately 400 feet south, from the proposed gravity sewer at the intersection of Rt 54 and Williamsville Rd to serve a single property along Williamsville Road. This lateral is proposed to be in Williamsville Rd ROW. The supplemental topographic field survey will span the. existing Williamsville Road right of way. • An additional sanitary sewer will exten.d, approximately 120 feet north, from the proposed gravity sewer at the intersection of Rt 54 and New Road to serve a single property along New Road. This lateral is proposed to be located in the New Road ROW. The supplemental topographic field survey will span the existing New Road right of way.
Task 1 Additional Field Run Topographic and Boundary Surveys
A. Perform a topographical survey of the supplemental areas described above and prepare base maps for the development of design and contract drawings and to complete the permitting described herein. Perform Boundary Survey and Tax Map/Deed Research to establish the extent of the DelDot and public ROW and private property lines. County to obtain right of entry for access to private property. Hazen will provide a figure to be included with the right of entry agreements and easements to be prepared by the County depicting the proposed areas.
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 2 April 18, 2016 B. Contact Miss Utility to mark existing utilities within the public right of way and within the project corridor. Survey the existing utility markings. Survey storm pipe, gravity sewer inlet and outlet crown and invert elevations as well as other utilities that are accessible. It is assumed the Miss Utility, environmental field delineations and archeological field work will be performed prior to or concurrent with the field run surveys.
C. Survey delineated environmental features in the project corridor including drainage ditches, streams and stream buffers, wetlands and buffers, etc. See Task 2 below for desktop and field delineation of environmental features and resources impacted by the proposed project.
Task 2 Additional Environmental Field Delineations and Wetland Study Revisions
Identify environmental resource impacts, permitting, design and mitigation requirements (for the supplemental areas described above) - this task item will include desktop review of available environmental resource mapping as well as field delineation of the resources.
A. Field identify environmental resources, impacts, permitting & mitigation requirements. associated with the sewer alignment and provide an updated environmental field delineation report.
B. Environmental 'Resource Mapping. Prepare an existing conditions plan that maps the environmental constraints for the alignment. Designs will attempt to avoid and minimize impacts to environmental constraints to the extent possible.
C. Wetland & Stream Delineation. Define jurisdictional wetland/stream boundaries along the alignment, to determine the limits of associated wetland and stream buffers.
Task 3 Environmental Report Revisions Provide an updated Environmental Report ER [Originally Dated 12-30-15) (including the supplemental areas described previously) in accordance with RUS Bulletin 1794A-602 (and any amendment to said bulletin) entitled "Guide for Preparing the Environmental Report for Water and Environmental Program Proposals". Task 4 Phase 1 Archeological Survey
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 3 April 18, 2016 Additional archaeological field investigations are required due to the changes in the alignment of the project. It had been initially planned that the project would be placed in the DelDOT right-of-way of Route 54. However, the project will now be placed in an approximate 30-foot wide easement south of the DelDOT Right of-Way (ROW) for Route 54. The proposed investigation will: 1) conduct a new Phase I-level location identification survey along the approximate center of the 30-foot wide easement for the locations shown in Attachment A. It is anticipated that six (6) shovel tests will be needed for this task, assuming the results are negative. However, an allowance is also included in the event of positive finds requiring additional shovel tests. 2) Intensive Phase I Plus testing will be undertaken at seven previous find/site locations on the south side of the Route 54 ROW within the proposed 30-foot wide easement. Two transects of shovel tests will be completed and located at 10-foot intervals, approximately 15 feet apart across each previous find location. The size of each site for the purposes of this investigation are considered to be of the following sizes: • 78-K-215: Assume a site length of 120 feet. • Find Spot 1: Assume a "site" length of 50 feet. • 78-K-216: Assume a site length of 50 feet. ' . • 78-K-217: Assume a site length of 50 feet. • 78-K-200: Assume a site length of 50 feet. • 7S-K-222: Assume a site length of 200 feet. • 78-K-223: Assume a site length of 200 feet.
In general it will be assumed that artifact densities and types will be consistent with those reported in the initial investigation at these locations (see Winterhoff, December 2015).
The artifacts will be processed for curation by the Division of Historical and Cultural Affairs. Analysis will assess depositional processes and research potential as they relate to the potential National Register of Historic Places eligibility of these sites. An artifact inventory, identifying material by form/material and function, a site plan, and an updated archaeological site form will be provided for each site and included in the report of the investigations. A portion of an USGS 7.5 minute quadrangle and a project map will show the location of the additional area for Phase I testing and the location of each test area/site investigated.
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 4 April 18, 2016 The report will be presented as an addendum to Winterhoff's (December 2015) report and will include a statement of methods, field and data analysis results, and interpretations/conclusions that clearly address the potential National Register eligibility of each resource identified or tested, and suitable appendices. The report will be prepared in draft and final versions.
See Attachment B for the Archeological Services proposal from our sub consulatnat.
Task 5 Test Pits and Utility Locate
Due to the increased length of the proposed gravity sewer as well as the number of "sewer lateral" crossings of Rt 54 (approximately 10) that are now anticipated as a result of the preliminary coordination with DELDOT, additional utility locate and designate services will be required to supplement the limited budget for these services in the original proposal. We have included an allowance that will allow the number or test pits and utility locates from 5 to 10 on this project to be used at key crossing locations during design.
Task 6 USDA/DNREC Report Updates, Coordination and Comment Response • The County has requested Hazen submit the latest update to the PER and ER reflecting the a·lignment changes to DNREC for review in 'expediting design. This information was delivered on April 15, 2016. Additional field work and delineations will be completed as stipulated above and the reports updated as needed based on agency comments on information submitted on April 15 and final field work. As part of this work Hazen will continue to coordinate with DNREC and USDA regarding all updates and respond to agency comments in order to secure approval and funding for the project. The time to continue to coordinate and update the report with the respective agencies is included.
ASSUMPTIONS
The following scope assumptions serve as the basis for the scope of work and the estimated fee for this project.
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 5 April 18, 2016 1 . A Phase I Environmental Site Assessment (ESA) will not be required for this project because the County is acquiring easements and not fee simple purchasing property.
2. The County will be responsible for all right of entry agreements and any additional homeowner coordination to perform field work.
3. From and archeological perspective, in general it will be assumed that artifact densities and types will be consistent with those reported in the initial investigation at these locations (see Winterhoff, December 2015).
4. The County will be responsible for acquisition and any negotiations for utility easement purchases, including plat and deed descriptions. Hazen will provide the contract drawing type figures depicting the proposed easements for the County's use.
5. Off-site services associated with afforestation I reforestation, wetland mitigation etc. are unknown at this time because they are dependent on the project impact.
DELIVERABLES
1. Revised Environmental Field Delineation Report 2. Updated PER and ER Report DNREC/USDA 3. Phase 1 Archeological Report (addendum to Winterhoff's Report [December 2015]) 4. Graphics to support County easement acquisition efforts. 5. Contract documents, including plans and specifications, that cover the additional project limits and alignment area
SCHEDULE
The following is the revised schedule for this project based on the additional field, permitting, agency approval and design services required:
• Submit Updated/Revised ER and PER to Regulators/Funders - April 15, 2016
• Additional Field Work and Borings - May/June 2016
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 6 April 18, 2016 • 60% Design Development Submittal - July 1, 2016 (Assuming Agency Funding Approvals)
• 90% Construction Document Submittal/Permitting - August 5, 2016
• 100 % Bid Ready/Permits Obtained - September 23, 2016
FEE
We are requesting authorization of an additional$ 42,424 for these services. Total revised fees for this project are $ 192,032.05. (Original $ 149,608.05 plus $ 42,424) This fee is based on the hours and rates for staff categories as shown in the fee derivation spreadsheet in Attachment C. The burdened hourly rates used are in accordance with our Miscellaneous Engineering contract. Hazen and Sawyer will invoice the County, based on the burdened salary rates provided in the Cost Estimate Table. Travel expenses will be billed at actual cost incurred. Mileage will be billed at the current County mileage reimbursement rate for the current year the travel date occurred. Sub-consultant utilized on this project will be billed as a direct cost. Other direct costs will be billed in accordance with the Agreement between Owner and Engineer for Professional Services Dated August 2015.
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 7 April 18, 2016 IN WITNESS WHEREOF, the parties hereunto have caused this Exhibit A-1 to be executed on the day and year first written hereof by their duly authorized officers.
SEAL FOR THE COUNTY: SUSSEX COUNTY
Michael Vincent President, Sussex County Council
Date
APPROVED AS TO FORM
David N. Rutt, Esq. Assistant Sussex County Attorney
ATTEST:
Robert Griffith Clerk of the Sussex County Council FOR THE ENGINEER:
WITNESS:
Sussex County Miscellaneous Engineering Services Rt. 54 Sewer Expansion of the Fenwick Island Sanitary Sewer District Scope Amendment No. 1 8 April 18, 2016 ·-----· General Sewer Alignment (Approximate)
.. Additional Survey & Field Delineation Locations
Notes: - Additional fleld delineations along the south side of Route 54 will extend 40 feet beyond the right of way (the right of way Is being Identified as location of existing utility poles) • Addltlonal field delineations along Wiiiiamsviiie Road will extend to the right of way for a single proposed lateral to serve an existing homeowner along Wiiiiamsviiie Road. • Additional field dellneatlons along Route 54 (to the west) will extend to the right of way of either sides of the road. This will extend service of the proposed Route 54 gravity sewer further west. Proposal for Archaeological Survey Fenwick Island Sanitary Sewer District Expansion, Williamsville, Delaware
March 23, 2016 By: Edward Otter, Ph.D., Edward Otter, Inc. 1704 Camden Avenue Salisbury, Delaware 21801
INTRODUCTION
This proposal for archaeological study, prepared by Edward Otter, Inc. The project consists of a Phase 1 archaeological survey of land proposed for sewer improvements as part of a proposed sanitary district expansion for the Fenwick Island Sanitary Sewer District. This study is required under section 106 of the National Historic Preservation Act of 1966, as amended. It is assumed that funds for the project are derived, at least in part, from the U.S. Department of Agriculture.
New sewer line is to be placed along a portion of Route 54, with small extensions along Williamsville Road, Sand Cove Road, New Road, and Sound Church Road (Figure 1). This work is a follow-up to work conducted previously (Winterhoff 2015)
Edward Otter, Inc. is well qualified to conduct this study. Sussex County has hired Edward Otter Inc. in the past. Qualifications and resumes are available on request. Edward Otter, Inc. is fully insured and complies with all State and Federal labor laws. Insurance certificates are available upon ·request. · ·
GOALS
Since the initial archaeological work, new areas have been added to the project and other design changes have been proposed. Also, seven areas have been identified as archaeological sites and additional testing is to be done at those locations. The goal of this study is to determine if any archaeological sites exist within the added project area and to further test the seven previously identified sites.
SCOPE OF WORK
Field Work
Following the specifications prepared by John McCarthy of DNREC, the added area, an additional 275 feet along Williamsville Road, will be tested with a series of shovel tests. A single line of tests no greater than 50 feet apart will be excavated. ·
For the previously identified sites, each area will have two transects of shovel tests placed 15 feet apart with tests placed at 10 foot intervals. This also conforms to the design prepared by DNREC. In all cases, tests will be dug according to industry standards. All soils will be removed in stratigraphic layers. All soils will be screened through 114 inch mesh hardware cloth to recover artifacts. Tests will be at least 16 inches across ( 40 cm) and will be excavated into sterile subsoil. The soil profile of each test will be prepared including soil texture, munsell color, and depths. A map will be prepared showing the location of each shovel test.
Laboratory Work
Laboratory curation will involve the cleaning and labeling of the artifacts along with packaging them in appropriate bags and boxes according to the standards provided by the Delaware State Museum.
All documents generated by this study will be prepared for curation along with the artifacts. Field forms and maps will be produced (or reproduced) on acid free paper and submitted along with the artifacts to the Delaware State Museum. All photographs will be provided in Tiff format on digital storage and, if requested, hard copies will be printed on equipment and with materials meeting the National Park Service archival standards for digital photographs.
Analysis of the material involves cataloging all recovered artifacts. Basic data categories will be provenience, broad temporal association (Historic vs. prehistoric), general material, specific material and type name. Also, functional categories for historic artifacts, fashioned after Stanley South's categorization (South 1977), will be used. Categories will include but may not be limited to architecture, kitchen, and personal.
Cataloged artifacts will be analyzed for distribution across the project area. A series of maps differentiating temporal association and function will be produced and included in the report. Each area of artifacts will be discussed as to its potential for containing significant archaeological deposits and recommendations will be made regarding the need for additional study.
Report
A draft and final report will be prepared as an addendum to the Winterhoff report. The report will document the goals, methods, and findings of this study. All appropriate graphics will be included. Any sites identified during this project will be recorded with the State of Delaware. Updated site forms may need for the known sites.
FEE
The total cost for this project is $ 7,450.00. This price includes all expenses involved in completing this project including labor, equipment, supplies, travel, report production, and any required meetings. An invoice for this amount will be submitted upon approval of the report by the SHPO.
2 4-7-16 Hazen
SUSSEX COUNTY ENGINEERING DEPARTMENT Attachment C ROUTE 54 SEWER EXPANSION OF THE FENWICK ISLAND SANITARY SEWER DISTRICT - SCOPE AMENDMENT NO. 1 Engineering, Design, Permitting and Construction Documents • Expanded Service Area and Alignment Outside Public ROW MISCELLANEOUS ENGINEERING SERVICES CONTRACT
Hazen and Saw~er ... c: l!! ::; -.l!! ..c :I iii "'c: 0 ·c:; Q. ·c;,"' u"' ...J "' c: J: "' Task 0 u c: .c: ... 0 c: w u 0 iii ;: ... ..Q ~ 0 <("' ftj ... (.) "' 1ii"' 0. "' I- i5 "' u."' ... ·- Q. c: "' iii ...J"' "'c: "' 0 u ...0 c:"' ·c:; "'Cl c u iii 0 "' ·- 0 ·c: ·c;, c: 'iii c ·;:: ~ :g,_ ~ c: "' <( 0 "'c: ~ 0 "' en"'"' <( en w ;f c"' (.) i3"' I- I--u. i5 ~ I- ~ ..,,,,,, OllUflY ~ee: .., .. , ;i, -, .. , -.::.11a- ;i,rv ""'° Seot>e Amendment Services
1. Additional Field Topographic/Boundary Survey - 1 2 16 1 20 $ 1.641 $ 11 ,600.00 s $ 13,241.00 2. Additional Environmental Field Delineations and Wetland Study Revision 1 2 4 7 $ 689 $ 2,700.00 E $ 3,389.00 3. Environmental Report Revisions 1 4 4 9 $ 915 $ 4,000.00 E $ 4,915.00 4. Phase 1 Archeologies! Survey 1 2 8 12 2 25 $ 2,321 $ 7,450.00 A $ 9.771 .00 5. Utility Test Pit and Locate (5 additional} 2 4 8 2 16 $ 1,406 $ 5,000.00 G $ 5.000.00 6. USDA/DNREC Funding Reports Updates, Coordination and Comment Response 2 8 16 20 46 $ 4,702 $ 4,702.00 Total 6 14 34 . 64 5 123 $11,674 $ 30,750.00 $ 42,424.00
T =Transportation (1) See Attachment A for proposed area R =Reproduction (2) Miss Utilrty will be contacted for Utility marking prior lo all subsurface invesligalions and /or L(ility test pits. G =Geoteehnical (3) Enviroomemal Field Oelinea\ions, Geotechnical work, and Survey will be executed a11he same time S =Survey E =Environmental Services A= Phase 1 Archeological Survey ENGINEERIN G DEPARTMENT ~ussex QC:ountp ADMINISTRATION (302) 855-7718 AIRPORT & INDUSTRIAL PARK (302) 855-7774 DELAWARE ENVIRONMENTAL SERVICES (302) 855-7730 sussexcountyde.gov PUBLIC WORKS (302) 855-7703 RECORDS MANAGEMENT (302) 854-5033 HANS M. MEDLARZ, P.E. UTILITY ENGINEERING (302) 855-7717 COUNTY ENGINEER UTILITY PERMITS (302) 855-7719 JOSEPH WRIGHT, P.E. UTILITY PLAN NI NG (302) 855-1299 ASSISTANT COUNTY ENGINEER FAX (302) 855-7799
PORTABLE GENERATOR SUSSEX COUNTY PROJECT 16-24
Project 16-24, Portable Generator, was advertised in the News Journal and Delaware State News on April 13th and April 20th. During this time, the invitation to bid was posted on the County website. Considerable effort was taken to reach out to electrical contractors, resulting in fourteen planholders. However, only one company bid the project.
We consider the bid received from Cummins Power Supply to be a fair price, and recommend procuring the generator from them.
COUNTY ADMINISTRATIVE OFFICES 2 THE CIRCLE I PO BOX 589 GEORGETOWN, DELAWARE 19947 EOUALHOUSUIG GlOFPORTUNITY MOTION
BE IT MOVED, BASED UPON THE RECOMMENDATION OF THE SUSSEX COUNTY ENGINEERING DEPARTMENT, THAT THE BASE BID FOR CONTRACT 16-24, PORTABLE GENERATOR, BE AWARDED TO CUMMINS POWER SYSYTEMS, LLC, OF BRISTOL, PA., IN THE AMOUNT OF $75,339.00.
HANS MEDLARZ COUNTY ENGINEER MAY 3, 2016 G M B GEORGE. M ILES & BUHR. LLC
• • • • April 13, 2016 A RCH ITECTS E N G IN EERS Sussex County Engineering Department P.O. Box 589 Georgetown, DE 19947 400 HIGH STREET SEAFORD. DE 19973 Attn: Joseph Wright, P.E. PH: 302.628.1421 FAX: 302.628.8350 Re: Sussex County Improvement (SCI) Project No. 14-13A Utility Relocations
SALISBURY Substantial Completion/Conditional Acceptance BALTIMORE SEAFORD Dear Mr. Wright, www. gmbnet.com It is GMB's recommendation that the work on the Sussex County Improvement (SCI) • • • • Project No. 14-13A - Utility Relocations be declared substantially complete in accordance with the Contract Documents as of March 2, 2016 and that the 60 day Conditional Acceptance period begin. Please note that the commencement of the applicable warranties required by the Contract Documents begins on the date of the completion of the Conditional Acceptance period (May 1, 2016).
A "Punch-List" of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by the CONTRACTOR within 60 days of the above date of Substantial Completion.
If there are any questions, or if you require any additional information, please feel free to call.
JAMES H. WILLEY. JR . PE Si7~~ PETER A. BOZICK, JR., PE JUDY A. SCHWARTZ, PE CHARLES M. O'DONNELL, Ill, PE Vincent Luciani, P.E. W. BRICE FOXWELL. PE Construction Services Division Leader A. REGGIE MARINER, JR., PE JAMES C. HOAGESON, PE VAL/ccd STEPHEN L. MARSH, PE MICHAEL D. MCARTHUR, AJA DAVID A. VANDERBEEK, PE Enclosure ROLAND E. HOLLAND, PE JASON M. LYTLE, PE cc: SCED: Attn: Patti Deptula, (w/encl.) SCED: Attn: Helen Naylor (w/encl.) JOHN E. BURNSWORTH, PE AP Croll: Attn: Scott Fowler, (w/encl.) MICHAEL G. KOSIN, PE CHRIS B. DERBYSHIRE, PE W. MARK GAROOCKY, PE MORGAN H. HELFRICH, AIA VINCENT A. LUCIANI, PE JERRY KOTRA ANDREW J. LYONS, JR., PE KATHERINE J . MCALLISTER, PE
"D esig ning t h e Fut ure for 55 Year s " GMB GEORGE, MILES & BUHR, LLC
• • • • April 27, 2016 ARCHITECTS ENGINEERS Sussex County Engineering Department P.O. Box 589 Georgetown, DE 19947 400 HIGH STREET SEAFORD , OE 19973 Attn: Joseph Wright, P.E. PH 302.628.1421
FAX: 302.628.8350 Re: Sussex County Improvement (SCI) Project No. 14-13A Utility Relocations
SALISBURY Final Balancing Change Order BALTIMORE SEAFORD Dear Mr. Wright, www.gmbnet.com Enclosed are five (5) originals of the Final Balancing Change Order for the project. The • • • • Change Order is in the amount of an increase of $6,241. 75. The increase in contract amount was due to adjustments of conduit amounts and locations during construction as directed by various utility company personnel.
Please feel free to contact me if you have any questions or require any additional information.
Vincent Luciani, P.E. Construction Services Division Leader
VAL/ccd
Enclosure JAMES H. W ILLEY, JR. , PE PETER A. 80ZICK, JR., PE JUDY A. SCHWARTZ, PE cc: SCED: Attn: Patti Deptula, (w/encl.) CHARLES M. O'DONNELL, 111 , PE SCED: Attn: Helen Naylor (w/encl.) W BRICE FOXWELL, PE AP Croll: Attn: Scott Fowler, (w/encl.) A. REGGIE MARINER , JR. , PE JAMES C. HOAGESON , PE STEPHEN L. MARSH , PE MICHAEL D MCARTHUR, AIA DAVID A. VANDERBEEK, PE ROLAND E. HOLLAND, PE JASONM LYTLE, PE
JOHN E. BURNSW ORTH , PE MICHAEL G. KOBIN , PE CHRIS B. DERBYSHIRE, PE W MARK GARDOCKY, PE M ORGAN H. HELFRICH , AIA VINCENT A. LUCIANI, PE JERRY KOTRA ANDREW J. LYONS , JR. , PE KATHERINE J. MCALLISTER, PE
"Designing the Future for 55 Years" Change Order No.1 Date oflssuance: April 22, 2016 Effective Date: May 3, 2016 ~~~~~~~~~~~~-----
Project: Sussex County Improvement IOwner: Sussex County Engineering Owner's Contract No.: 14-13.A (SCI) Project No. 14-13A Department Contract: Sussex County Improvement (SCI) Project No. l 4- l 3A - Utility Date of Contract: November 2, 2015 Improvements Contractor: A.P. Croll, Inc. Engineer's Project No.: Rl40148.A
The Contract Documents are modified as follows upon execution of this Change Order: Description: Adjustment for Final Quantities/Balancing Change Order. Additional quantities were required due to adjustments of amounts and location of conduit during construction.
Attachments (list documents supporting change): Final Quantity Tabulation Spreadsheet
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price: Original Contract Times: D Work days !ZI Calendar days Substantial completion (days or date): _12_0___ _ $574 943.00 Ready for final payment (days or date): March 1. 2016
[Increase] [Decrease] from previously approved [Increase] [Decrease] from previously approved Change Orders Change Orders No. __to No. No. __to No. ___ Substantial completion (days): ______$______Ready for final payment (days): ______
Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion (days or date): -"-12-0___ _ $574 943.00 Ready for final payment (days or date): March 1. 2016
[Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial completion (days or date): _____ $6 241.75 Ready for final payment (days or date): _____
gor:tract Price incorporating this Change Contract Times with all approved Change Orders: Substantial completion (days or date): _12_0___ _ $581 184.75 Ready for final payment (days or date): March l. 2016 ACCEPTED: AC~/ By: ______By:~~ Owner (Authorized Signature) Contractor (Authorized Signature) Date: ______Date: 27 April, 2016 nding Agency (if applicable): Date: ______
EJCDC C-941 Change Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Rl40148 00827 - I SUSSEX SHORES SUBDIVISION - CHAPTER 96 SUSSEX COMMUNITY IMPROVEMENT PROJECT PROJECT NO. 14-13 A UTILITY RELOCATIONS FINAL BALANCING CHANGE ORDER TABULATION April 22, 2016
Contract Amount As-Built Qty. As-Built Amt. Adjustment
Size or Description Unit Quantity Unit Price Item Total Quantity Item Total Depth
Part A Sussex County Improvement Project - Utility Improvements A-1 Mobilization - LS 1 27,000.00 $27,000.00 1.00 $27,000.00 $0.00
A-2 Rigid PVC Conduit Installation 4" LF 13,942 4.75 $66,224.50 14014.00 $66,566.50 $342.00
A-3 Rigid PVC Conduit Installation 3" LF 1,590 4.20 $6,678.00 2239.00 $9,403.80 $2,725.80
A-4 HOPE Conduit Installation 2" LF 24,460 3.90 $95,394.00 23009.00 $89,735.10 -$5,658.90
A-5 HOPE Conduit Installation 1" LF 7,350 3.10 • $22,785.00 6474.00 $20,069.40 -$2,715.60
A-6 Ductbank Trench Excavation - LF 7,850 30.40 $238,640.00 8409.00 $255,633.60 $16,993.60
A-7 Sand Backfill - ton 2,200 16.00 $35,200.00 2719.95 $43,519.20 $8,319.20
A-8 Dense Graded Aggregate SY 3,490 10.35 $36, 121 .50 3309.87 $34,257.15 -$1,864.35
A-9 Restoration Outside Paved Areas - LS 1 35,000.00 $35,000.00 1.00 $35,000.00 $0.00
PART A SUBTOTAL $563,043.00 $581,184.75 $18,141.75 Part B Contingent Bid Items B-1 Excavation Below Subgrade - CY 200 16.00 $3,200.00 0 $0.00 -$3,200.00
B-2 Furnish andPlace Gravel Bedding - CY 50 70.00 $3,500.00 0 $0.00 -$3,500.00
B-3 Furnish and Place Special Backfill (Type C) - CY 150 18.00 $2,700.00 0 $0.00 -$2,700.00
B-4 Miscellaneous Excavation & Backfill - CY 100 25.00 $2,500.00 0 $0.00 -$2,500.00
PART B SUBTOTAL $11,900.00 $0.00 -$11,900.00
TOTALS: $574,943.00 $581, 184. 75 $6,241.75
Page 1 Sussex Shores Final Balancing Change Ord er val.xis SUSSEX SHORES SUBDIVISION ‐ CHPATER 96 SCI PROJECT PROJECT NO. 14‐13 A UTILITY RELOCATIONS FINAL BALANCING CHANGE ORDER ‐ DOCUMENTATION OF ADJUSTED QUANTITIES 4/22/2016
The following is a brief explanation for quantity adjustment on the Sussex Shores project.
Item Description Adjustment Explanation A‐1 Mobilization No adjustment
There were various minor adjustments throughout the project which I would consider normal "adjustments". There were also "out of scope" changes made at the request of Delmarva. Of particuliar note, there was additional conduit installed at the end of Surf out to Pa. Ave, and from Surf to a transformer located at the condo building at the end of Surf Road. There were also a couple of short runs at the ally between Ayers and Bennet. Both 4" A‐24" dia. Rigid PVC Conduit Installation 72 LF above contract amount and 3" dia conduit were installed. A‐33" dia. Rigid PVC Conduit Installation 649 LF above contract amount See explanation for item A‐2 In general, changes to phone and CATV during construction were A‐42" dia. HDPE Conduit Installation 1451 LF below contract amount minimal compared to electric In general, changes to phone and CATV during construction were A‐51" dia. HDPE Conduit Installation 876 LF below contract amount minimal compared to electric A‐6 Ductbank Trench Excavation 559 LF above contract amount See explanation for item A‐2 The overage of sand is both due to the additional trench work and the fact that some of the trenches became wider, both due to changes in the amount of conduit placed and managing the A‐7 Sand Backfill 520 tons above contract amount difficult soil conditions.
Although the ductbank length increased, much of the additional A‐8 Dense Graded Aggregate 180 CY below contract amount ductbank trenches were in unpaved areas not requiring DGA. A‐9 Restoration Outside Paved Areas No adjustment r',(.l'l£rR3 ()'•I (0',t FIU I [HJI l f.11 ·11~ rol.P.~ llH Change Order No. 3
Date of Issuance: Aptil 26, 2016 Effective Date: Aptil 26, 2016 Owner: Sussex County Owner's Contract No.: 12-23 Contractor: Kuhn Construction Company Contractor's Project No.: Kl4030 Engineer: George, Miles & Buhr, LLC Engineer's Project No.: 120223.A Project: Pump Station No. 207 and Force Main Contract Name: Pump Station No. 207 and Force Main The Contract is modified as follows upon execution ofthis Change Order: Description: Correction of Final Adjustment and Balancing of Unit Price Items in the amount of $4,062.10.
Attachments: [List documents supporting change]
1. Revised Final Adjustment and Balancing of Unit Price Items and Change Orders. Spreadsheet dated 4/26/16.
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES [note changes in Milestones if applicable] Original Contract Price: Original Contract Times: Substa ntia I Completion: .....2~7~0 ...... d=a_._ys""------ $ 4.123 810.90 Ready for Final Payment: ....;:6=0....;:d=a...,,ys"'------days or dates [lr:icrease] [Decrease] from previously approved Change [Increase] [Decrease] from previously approved Change Orders No. _1_ to No._£_: Orders No._-_ to No. _-_: Substantial Completion: ....:.N""'"/"""A'------ $ 141 745.31 Ready for Final Payment: ...... N...... /._A~------days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: _2_7_0_d~a~ys______$ 3 982 065.59 Ready for Final Payment: _.6.... 0...... d..... a.... v-...s ------days or dates [lncreas@i-[Qecrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial Completion: __o______$ 4 062.10 Ready for Final Payment: .....o"------days or dates Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantia I Completion: ...;;2;.;.,7_.,0..... d=a_._ys"------ $ 3 986 127.69 Ready for Final Payment: .-6=0...;:;d=a...,,ys"'------days or dates
By: __A_cc_E_P-TE _D_:__ _ _ By: ~cL jf ed) Owner (Authorized Contractor (Authorized Signature) Title: Project Manager Title ------Title // /<.. &:- l-"l\¢itJG"/ll[ Date: lt- 2 EJCDC" C-941, Change Order. Prepared and published 2013 by the Engineers Joint Contract Documents Committee. Pagel of l PUMP STATION NO. 207 SUSSEX COUNTY, DELAWARE GMB FILE N0. 120223 " REVISED" FINAL ADJUSTMENT AND BALANCING OF UNIT PRICE ITEMS AND CHANGE ORDERS Bid Item No. Description Size Units Unit Price Actual Quantity ADD DEDUCT Quantity SCHEDULE A - UNIT PRICES BID A1 Mobilization LS 1 $ 200,000.00 1 $ - $ - New Pump Station #207 Construction & Existing A2 LS 1 $ 1,317,000.00 1 $ $ Pump Station Demolition - - Furnish and Install PVC Force Main (outside A3 18" LF 3897 $ 85.00 3882 $ $ (1,275.00) IPavement) - A3a Testing PVC Force Main (outside pavement) 18" LF 3897 $ 5.00 3882 $ - $ (75.00) A3b Restoration PVC Force Main (outside pavement) 18" LF 3897 $ 10.00 3882 $ - $ (150.00) Furnish and Install PVC Force Main (outside A4 24" LF 188 $ 159.80 188 $ - $ - pavement) A4a Testing PVC Force Main (outside pavement) 24" LF 188 $ 9.40 188 $ - $ - Mb Restoration PVC Force Main (outside pavement) 24" LF 188 $ 18.80 188 $ - $ - Furnish and Install PVC Force Main (inside A5 18" LF 215 $ 204.00 241 $ 5,304.00 $ - pavement) A5a Testing PVC Force Main (inside pavement) 18" LF 215 $ 12.00 241 $ 312.00 $ - A5b Restoration PVC Force Main (inside pavement) 18" LF 215 $ 24.00 241 $ 624.00 $ - Furnish and Install PVC Force Main inside A6 24" LF 1624 $ 157.25 1608 $ $ (2,516.00) IPavement) - A6a Testing PVC Force Main (inside pavement) 24" LF 1624 $ 9.25 1608 $ - $ (148.00) A6b Restoration PVC Force Main (inside pavement) 24" LF 1624 $ 18.50 1608 $ - $ (296.00) 24" w/3" A7 Furnish and Install PVC (inside roadway) Base Course LF 1000 $ 259.25 1032 $ 8,296.00 $ - 24" w/3" A7a Testing PVC (inside roadway) Base Course LF 1000 $ 15.25 1032 $ 488.00 $ - 24" w/3" A7b Restoration PVC (inside roadway) Base Course LF 1000 $ 30.50 1032 $ 976.00 $ - Furnish and Install HOPE Force Main Via A8 Directional Drill without Casing Home Depot 24" LF 1 $ 145,000.00 1 $ - $ - Entrance A9 Plantation Road 24" LF 1 $ 174,000.00 1 $ - $ - Page 1Of3 2016.04.26 "REVISED" FINAL ADJUSTMENT AND BALANCING OF UNIT PRICE ITEMS AND CHANGE ORDERS Bid Hem No. Description Size Units Unit Price Actual Quantity ADD DEDUCT Quantity A10 Rt. 1 24" LF 1 $ 368,000.00 1 $ - $ - Furnish and Install Combination Air Vacuum Valve 18" LS 3 10,350.00 2 (10,350.00 A11 $ $ - $ and Manhole 24" LS 2 $ 17,202.00 2 $ - $ - Furnish and Install Tee, Valves and Cap at A12 LS 1 $ 37,560.00 1 $ $ Beaverdam - - A13 Furnish and Install tennination at PS 210 LS 1 $ 68,800.00 1 $ - $ - A14 Mill2" LS 6724 $ 4.90 6723.3 $ - $ (3.43) A15 Furnish and Install Type C Hot Mix Overlay 2" LS 6724 $ 14.80 6723.3 $ - $ (10.361 A16 LandscapinQ Allowance - LS 1 $ 15,000.00 0 $ - $ (15,000.00) SCHEDULES B1 Continqent Undassified Excavation - CY 500 $ 11 .00 6.48 $ - $ (5,428.72 Contingent Borrow Material, Borrow Type "C" B2 CY 1000 $ 16.00 383.65 $ $ (9,861.60) (Backfill) - - Contingent Aggregate Material, Graded Aggregate B3 Ton 200 $ 25.00 0.00 $ $ (5,000.00) Type "B" (Crusher Run) - - Contingent Porous Fill Material, Coarse Aggregate B4 Ton 1200 $ 30.00 0.00 $ $ (36,000.00) No. 57 Stone - - B5 Contractor Down Time (Main Line Crew) - Hour 30 $ 450.00 0.00 $ - $ (13,500.00 B6 Furnish and Place 4,000 osi Concrete - CY 100 $ 150.00 11 .44 $ - $ (13,284.00) B7 Replacement of Existing Stonn Drain Pioes - LF 200 $ 30.00 0.00 $ - $ (6,000.00) B8 Asphalt Adjustment - LS 1 $ 10,000.00 0.00 $ - $ (10,000.00) SCHEDULEC C1 Secure Modified Proctor Tests on Trench Backfill - EA 10 $ 150.00 1 $ - $ (1,350.00) C2 Secure Field Densitv Tests on trench Backfill - EA 120 $ 75.00 19 $ - $ (7,575.00) C3 Mill2" - SY 1000 $ 5.00 410.1 $ - $ (2,949.50) C4 Furnish and Install Type C Hot Mix Overlay 2" - SY 1000 $ 15.00 410.1 $ - $ (8,848.50) Subtotal ADD I (DEDUCT) - Sch A thru C $ 16,000.00 $ (149,621.11) Change 0 r d er N o. 1 - C01 F&l 18" Flow Meter & Vault LS 1 $ 64,088.00 1 $ 64,088.00 $ - C01 F&I 24" PVC in Road (A7) LF 1150 $ 305.00 0 $ - $ (350,750.00) C01 Mill 2" (A14) SY 1533 $ 4.90 0 $ - $ (7,511 .70) C01 F&I Type C Hotmix Overlay 2" CA 15) SY 1533 $ 14.80 0 $ - $ (22,688.40) C01 F&l 24" FM O.P. Shady Lane (A17) LF 1150 $ 272.00 1150 $ 312,800.00 $ - C01 Store Material Moved From A07 LF 1145 $ 60.25 0 $ - $ (68,986.25' C01 Stored Material Installed from A07 LF 1145 $ 60.25 0 $ 68,986.25 $ - Subtotal ADD I (DEDUCT) $ 445,874.25 $ (449,936.35) Page20f3 2016.04.26 "REVISED" FINAL ADJUSTMENT AND BALANCING OF UNIT PRICE ITEMS AND CHANGE ORDERS Item No.I Description I Size IUnits I Qu~~~ity I Unit Price !Actual Quantity! ADD I DEDUCT TOTAL ADD I (DEDUCT) 461,874.251 $ (599,557.46) I Subtotal Change Order No.2 - BALANCING CHANGE ORDER Net Change ADD/(DEDUCT) $ (137,683.21) Less Change Order No.1 $ (4,062.10) Total Change Order No.2 $ (133,621.11 ) Original Contract Amount $ 4, 123,810.90 Change Order No.1 $ (4,062.10) Contract Total Including Previous Change Orders (Total of 1 Change Orders) $ 4,1 19,748.80 REVISED FINAL CONTRACT TOTAL (with Balancing Change Order) $ 3,986, 127.69 Previous Certificates for Payment (No.1-9) $ 3,786,821.31 Subtotal Amount Due $ 199,306.38 Total Due $ 199,306.38 Subtotal Change Order No.2 is inclusive of all items including Change Order No.1. Since Change Order No.2 included Change Order No.1 the revised contract amount should had been the Original Contract Amount of $4, 123,810.90 less the subtotal of change order no.2 of $137,683.21 which takes the revised final contract total to $3,986, 127.69 (not $3,982,065.59 as noted on Change Order No.2). Since the contract was reduced by $4,062.10 by Change Order No.1 then the amount of Change Order No.2 should had been $137,683.21 - $4,062.1O = $133,621 .11. Therefore Change Order No.3 is for the amount of $4,062. 10 which was previously deducted twice. Page 3 Of3 2016.04.26 OLD BUSINESS May 3, 2016 This is to certify that on February 25, 2016 the Sussex County Planning and Zoning Commission conducted a public hearing on the below listed application for Change of Zone. At the conclusion of the public hearing, the Commission moved and passed that this application be forwarded to the Sussex County Council with the recommendations as stated. Respectfully submitted: COUNTY PLANNING AND ZONING COMMISSION OF SUSSEX COUNTY Lawrence B. Lank Director of Planning and Zoning The attached comments relating to the public hearing are findings of the Planning and Zoning Commission based upon a summary of comments read into the record, and comments stated by interested parties during the public hearing. PUBLIC HEARINGS C/Z #1795 – Bay Forest Club, LLC c/o Natelli Communities, Inc. An Ordinance to amend the Comprehensive Zoning Map of Sussex County from a MR- RPC (Medium Density Residential District – Residential Planned Community) to a MR- RPC (Medium Density Residential District – Residential Planned Community) for the purpose of correcting the number of units for a certain parcel of land lying and being in Baltimore Hundred, Sussex County, containing 385.00 acres, more or less. The property is located east of Road 347 (Whites Neck Road) and north of Road 349 (Old Mill Road) (911 Address; None Available) Tax Map I.D. 134-8.00-15.02 and numerous other parcels. Mr. Lank advised the Commission that DelDOT comments were not requested since the purpose of this application is to correct the number of units within the project. The Commission found that the County Engineering Department Utility Planning Division provided comments on this application on February 23, 2016 referencing that the project is within the Millville Expansion Area of the Bethany Beach Sanitary Sewer District; that Ordinance 38 construction will be required; that the current System Connection Charge Rate is $6,304.00 per EDU; that the parcels will receive sewer service through an extension of existing sewers within the existing Bay Forest Club; that the developer will undertake construction of necessary extensions at their cost; that conformity to the South Coastal Area Planning Study, 2005 Update will be required; that connection to the sewer district is mandatory; that the proposed project is in a recent expansion area and sanitary sewer service is available to the parcels; that the proposed project is within planning study assumptions for sewer service and 1 there will be adequate capacity for the projects proposed 913 units as indicated on the approved sanitary sewer concept plan; that the County requires design and construction of the collection and transmission system to meet County Engineering Department requirements and procedures; that the County Engineer must approve the connection points; that a sewer concept plan was approved for 913 units on December 1, 2015; that if pipeline alignments will change, a revised sanitary sewer concept plan must be submitted for review and approval; and that a concept plan is required. The Commission found that Morris Ritchie Associations, Inc. provided an Exhibit Booklet on behalf of the applicants referencing the application; an introduction; references to existing conditions; proposed conditions; RPC conditions; a conclusion with attached exhibits of the Amended Master Plan, and a plan of a portion of the project north of Collins Creek. Mr. Lank advised that Commission that the Department had received 14 mail returns to date of the approximate 580 public notices mailed. The Commission found that Tom Natelli of Natelli Communities was present on behalf of the application with James Fuqua, Jr., Esquire of Fuqua, Yori and Willard, P.A., and Ken Usab, Professional Engineer with Morris & Ritchie Associates, Inc. and that they stated in their presentation and in response to questions raised by the Commission that the Bay Forest Residential Planned Community project was approved in 2004 for 808 units; that in 2008 the site plan for the project was amended to incorporate the boundaries of the Byewood Subdivision and that the access to the Byewood Subdivision was relocated internally into the project; that in 2014 a rezoning application was filed and approved incorporating the Jim’s Hideaway campground property and the Mitchell property into the project for an additional 84 units and a relocated entrance design creating a total of 892 units; that in redesigning the layout of the project there were several enclaves of small areas found that could be converted to additional lots; that this proposal is intended to correct and improve those areas with 21 additional units for a total of 913 units overall; that the County Engineering Department has confirmed that 913 units are within sewer capacity allocations; that originally buffers existed between the project and the Jim’s Hideaway and the Mitchell properties; that by incorporating those properties the buffers were removed; that the 21 units will be a part of the project; that central water and central sewer are provided; that the streets interconnect; that they are submitting suggested Findings of Fact and Conditions of Approval for consideration; that the units have been intended since the project first started; that the overall land plan has not changed; and that the area being developed includes the proposed 21 unit expansion. The Commission found that there were no parties present in support of the application. The Commission found that Robert Danzig was present, not in opposition, but questioning if one of the areas proposed for additional units is the site of the model home under-construction or in wetlands. The Commission found that Mr. Usab responded that the units will be adjacent to the model home and not in any wetlands. 2 The Commission found that Joseph Loughran, a resident in the project, stated that a single family home model and a townhouse model exist in the project. At the conclusion of the public hearings, the Commission discussed this application. On February 25, 2016 there was a motion by Mr. Smith, seconded by Mr. Ross, and carried unanimously to defer action for further consideration. Motion carried 5 – 0. On March 10, 2016 the Commission discussed this application under Old Business. Mr. Burton stated that he would move that the Commission recommend approval of Change of Zone No. 1795 for Bay Forest Club, LLC, c/o Natelli Communities, Inc. for a change in zone to an MR-RPC Medium Density Residential District – Residential Planned Community for the purpose of correcting the number of units within the existing approved Residential Planned Community project based upon the record made during the public hearing and for the following reasons: This is an infill in the existing Residential Planned Community development. It consists of several scattered home-sites within the overall project. The areas will be integrated into the existing development and will be subject to the conditions imposed upon Change of Zone No. 1526 and Change of Zone No. 1741 with the exception of the total number of units for the development. The number of units associated with this application shall be 21. As a result, the total number of units for the Bay Forest project shall now be 913 units. The additional units fall within the sewer capacity allocated to this project. Any wetlands within the area covered by this application shall be appropriately and clearly marked for the information of the residents and the homeowners association. No parties appeared in opposition to this application. Before the applicant may proceed with any construction of the areas covered by this application, the applicant shall submit a revised Master Plan combining Change of Zone No. 1526 and Change of Zone No. 1741 and this change of zone application into the entire Bay Forest development. This Master Plan shall be subject to the review and approval of the Sussex County Planning and Zoning Commission. Motion by Mr. Burton, seconded by Mr. Johnson, and carried unanimously to forward this application to the Sussex County Council with the recommendation that this application be approved for the reasons stated. Motion carried 4 – 0. 3 191.18 47 1.01 483 14 5.51 AC. 30.26 Ac. 302.36 B PB 130-82 7.59 AC. PB 68-281 1.06 1 27.98 5.04 AC. 2.52 AC. A 104.76 302.18 262.69 16.02 1.05 1.27 Ac. 117.11 2.48 36 24.20 2 1.03 37 1.00 Ac. Ac. 472 BLADES SUBDIVISION PB 102-57 Ac. 48 473 1.02 5.00 AC. 35 46 70 62.50 Ac. 484 471 67.51 672.90 65.04 1.02 482 74.13 C Ac. 45 62.50 63.08 1.09 866.20 108.43 481 140 1.26 373.30 1.04 42.05 44 21.03 87.23 1.25 425.18 1.06 441.06 Ac. 67.51 180.48 BETHANY FOREST PB 50-42 1.23 21.03 1.05 270.01 1.14 108.77 94.10 39 373.32 Ac. REV. PB 52-266108.43 THRU 269 Ac. Ac. 480 173.71 Ac. Ac. 142.80 34 94.10 85.14 32 474 43 31 33 40 41 38 1.74 1.12 108.43 175 42 185.39 401.51 470 475 143 12.03 39.27 479 Ac. 1.77 AC. 359.59 83 485 1.11 468 49 1.27 467 469 100.31 476 477 39.27 198.30 1.10 92.02 478 317.67 Ac. 143 39.27 39.27 3 2 64.09 250.74 195.46 30 108.77 151.59 160.16 150 120.44 156.64 1 62.50 139.46 178.84 124.98 170.03 70 105 66.41 182.30 29 486 39.27 244.05 27 28 30.49 90 524 1.64 41.82 105.73 121.28 1.90 Ac. 466 36.72 26 80 50 154.16 130.38 180.30 150 Ac. 99.41 516 132.7 465 104.65 2354.25 463 464 148.22 112.22 525 88 84.12 160.43 180.59 39.27 147.84 64.58 155.33 462 122.02 158.22 511 170 529 526 50' EASEMENT 178.47 75 528 527 100 89 123.44 107.18 158.57 126.21 100 142 90 65 79 160 41.82 93 178.70 92 91 87 12.04 131.32 36.72 64.92 501 175 515 125 201.35 1.48 79 487 142.88 523 118.32 51 129 102.50 50.17 139.62 126.06 119.65 171.05 184 200 44.54 Ac. 25 91.91 74 84.45 234.33 65.82 109 510 90.19 86 129 175.99 461 138 500 40.50 66 174.64 261.41 172.42 51.29 122.20 1.90 Ac. 157.21 86.55 64 161.06 176 489 109 53 78 83 164.92 502 85 122.06 209.02 33.73 261.91 82 519 522 175 514 100 488 75.50 100 178 217.80 210 104 170 200 129 143.20 460 67.51 521 55.06 167.01 138 109 100 24 67 202.80 73 518 170.34 125.47 52 OUTLOT "D" 104 181.78 46.86 54 509 110.79 84 100 490 138 129 499 109 77 CEMETERY 503 67.51 217.80 63 115 10.53 100 127.56 30 520 69.11 453 157.53 23 126.31 OUTLOT "E" 210 513 88.21 116.99 104 200 175 SWM AREA 459 88.21 100 165 12.01 119.58 140.52 170 68 109 39.27 17 104 81 138.50 118.57 155 25 491 160 55 109 186.65 517 138.50 72 217.80 504 508 120.80 452 12 140.52 184.39 100 498 76 39.27 155 22 210 458 104 200 114.61 170 16 69.02 31.68 Ac. 100 62 451 140.52 97.99 512 104 69 49.57 175.51 27 155 12.02 492 45.24 140.52 217.80 56 450 15 170 121.67 132.97 39.27 145 100 505 140.52 117.12 21 71 507 155 6.99 AC. 210 130.74 140.52 457 104 14 100 112.50 449 497 200 39.27 140.52 PB 141-98 104 70 155 493 61 140.52 217.80 57 37.82 150 87.50 448 13 100 15.71 AC. 109.30 140.52 82.74 155 BIG MARSH CT 20 175 506 456 210 140.52 100 12 175 447 39.27 140.52 123.29 134.30 496 155 140.52 217.80 494 58 446 11 PB 117-3 102.50 13 99.40 60 39.27 140.52 155 19 215 140.52 455 150 445 10 137.93 77.50 140.52 59 155 5.47 Ac. 495 140.52 444 9 200 80 190 140.52 39.27 155 18 454 140.52 OUTLOT "B" 443 8 140.52 39.27 155 303.41 105 140.52 7 183.71 442 140.52 155 140.52 441 6 140.52 155 140.52 303.08 50' EASEMENT 440 5 670.82 140.52 BIG HORSE FARM RD 155 140.52 439 4 155 140.52 636.84 185.66 597S 3 16 438 140.52 105 754.26 2 213.77 174.87 437 65.79 AC. 89.41 1 212 99.07 13.75 730S 16.01 92.08 35.93 37.24 13.01 23.20 2.11 Ac. 5.01 OUTLOT "A" 5 404.80 PETTINARO DR 10.63 32.16 AC.S AC. 17.03 243.83 423.69 1071.01 4.00 Ac. 4.77 Ac. CONDO PARCEL O 640.90 146.72 172.82 BAY FOREST C LU B, PHASE 4 PB 205-77 1150 REVISED PB 213-27 REVISED BY PB 216-25 17.01 50 475 1151 1149 96.02 19.34 50.50 474 476 1152 39.27 1148 30 1153 1154 442.33 5.00 AC. 477 473 25.50 1155 30 478 479 50.50 1147 30 796.28 480 1156 1157 39.27 50.50 472 1160 39.27 50.50 50 1146 481 482 18 50.50 485 96 30 1159 471 25.50 1134 50.50 50.50 30 30 50.50 1145 30 459 484 1071 39.27 1135 27 39.27 470 30 1158 30 30 96 5.36 Ac. 50.50 460 1133 483 50.50 549.08 1144 50.50 25.50 1136 39.27 458 38 50 CONDO PARCEL M 181.47 416.08 469 461 1132 1143 1131 50.50 1130 39.27 50.50 96 158.55 457 1142 468 1137 456 39.27 30 462 455 1129 CONDO PARCEL M 30 461.09 39.27 467 1138 454 p/o Parcel 1071 30 1128 15.02 39.27 1141 30 463 39.27 143.97 1139 25.50 360 1072 466 1127 453 389.20 120.35 464 30 50.50 210 REMAINING LANDS STREETS 50.50 452 10.92 Ac. 43.63 1140 30 50 .5 1 13.37 5 1126 50 .5 1 132.38 39.27 25 465 37.91 117.14 50 .5 1 70 70 18 451 70 50 .5 1 70 100 39.27 55 71.23 120 50.50 90.88 39.27 1045 70 1125 50 .5 1 1044 120 12 5. 00 120 12 5. 00 1043 120 70 1041 1042 120 1032 1074 120 120 450 1046 39.27 115.63 7.45 Ac. 942 50 .5 1 360 AC. 273 119.53 95 1124 389 1072 39 .2 7 50.50 12 5. 00 65 70 941 388 1047 120 272 385 386 387 449 50 .5 1 384 390 120 70 39.27 221 1031 71 .6 7 55 391 30 70 62.60 1123 940 70 70 71.22 1048 39.27 1073 71 .6 7 271 1092 12 5. 00 PB 202-70 70 391 p/o 50 .5 1 80 120 50 Streets Parcel 15.03 361 448 30 OPEN SPACE 417 39.27 71 .6 7 70 1049 70 1093 39 .2 7 392 50.50 120 120 1.11 Ac. 42.42 50.50 70 70 64.22 70 50 .5 1 65 70 12 5. 36 939 80 PB 202-70 270 120 65 393 1033 418 25 95 30 58 1054 71 .6 7 1055 65 12 5. 36 12 5. 00 59.50 120 1094 12 5. 36 1056 39 .2 7 1057 120 50 .5 1 1075 120 1053 362 120 95 80 120 70 419 391 70 12 5.00 1091 121.18 70 120 1052 39 .2 7 70 938 397 50.50 12 5. 00 269 398 120.06 944 383 399 35 .8 9 1034 1095 275 402 400 71 .6 7 401 80 30 1051 202.70 12 5. 00 120 396 420 50 .5 1 39.27 45.31 363 943 945 70 70 60 120 274 276 70 20 1096 12 5. 00 55 65 70 12 5. 00 50.50 51.24 12 5. 36 12 5. 00 64 .4 6 70 120 1050 1090 65 395 23 .2 0 64 .4 6 120 421 64 .4 6 39 .2 7 30 382 70 12 9. 86 50 .51 70 394 95 1097 937 71 .6 7 86.51 1035 946 268 42 11 70 422 277 70 70 42 .2 2 55 70 55 364 47 .4 9 956 64 .4 6 12 5. 00 287 70 50 .5 1 12 5. 00 1089 70 39.27 39.27 70 50.63 1060 1061 120 120 66 .7 3 1059 1098 63.77 1058 120 70 1076 120 65 12 5. 00 120 120 684.58 381 1062 423 36 5. 12 1036 771 .6 95 45.88 120 76.23 397.75 Ac. 4. 6 .4 64 936 1099 50.50 407 1063 365 267 406 39.27 405 947 50 .5 1 403 404 70 408 86 9. 12 278 66 .7 3 70 120 424 1088 120 12 5. 00 30 70 70 39 .2 7 70 271.79 955 PB 202-70 70 70 1064 1161 12 5. 00 BETHANY BAY CONDOMINIUMS, 46.00 AC.S 80 70 409 1037 1100 286 380 120 50 .5 1 30 OPEN SPACE 425 CONDO PARCEL P 366 25 71 .6 7 64 .4 6 65 95.03 28.86 410 70 12 5. 00 50.50 70 66 .7 3 70 65 45.87 935 HERON RUN AT BETHANY BAY 65 120 266 70 80 1101 212.04 1087 70 70 4.76 AC. 948 12 5. 00 1067 1066 p/o 426 279 50 .5 1 1068 99.70 1038 12 5. 36 379 1069 54.33 120 120 1077 120 120 1065 12 5. 00 95 120 & THE BLUFFS CONDOMINIUMS 1102 50.50 Parcel 15.03 954 70 .3 8 12 9. 86 367 447 71 .6 7 285 79 .7 3 2880S 70 427 32.65 411 120 1122 50 .5 1 70.55 412 413 30 416 415 414 12 5. 00 1086 61.35 1103 934 446 79 .7 9 949 265 174.25 46 .9 2 1039 280 70 12 5. 00 378 39.27 65 70 428 12 7. 52 65 70 1121 55 55.36 953 368 50 .5 1 52.93 43.59 284 63 .9 4 FOX DR 60.64 120 73 .4 9 445 12 5. 00 33 .3 3 42.49 10 2. 29 40.73 78.54 1040 127.06 1120 73 .3 7 47.77 52.25 952 950 44 .7 0 70 100.62 12 5. 00 12 4. 99 933 1085 51.08 70 70 283 281 70 429 264 70 70 120 30.11 57 220.34 444 80 .0 0 12 5. 00 30.04 91 .6 7 369 80 .0 0 52.51 1119 80 .0 0 377 1079 1078 51.63 1104 76 .9 3 1080 120 443 37.06 56 .1 7 1081 120 47.76 957 1083 1082 120 288 120 1084 120 430 1118 10 2. 71 120 51.63 30 48.20 442 951 932 30 4. 10 47.68 50.50 12 5. 00 92 .7 9 263 282 TRACK LN 55 .0 9 431 30 30 50.50 80 .4 3 372 371 370 1105 30 376 373 44.71 441 80 .0 0 375 374 47.20 440 1117 432 439 958 1106 39 .3 9 114 .2 1 19 3. 94 438 LOON WAY 289 433 12 5. 00 436 437 1115 434 97 .2 8 435 10 2. 22 1107 1112 1116 BAY FOREST CLUB, PHASE 3.1 PB 199-29 & REVISED PB 202-70 1111 1114 REVISED BY PB 205-72 30 2. 52 959 111 .9 5 1113 290 931 10 7. 80 262 15.03 1108 36 .4 9 1110 12 6. 30 1109 98 .5 1 86 .6 5 43 .0 1 5.56 Ac. 960 16 1. 05 60 .0 0 291 60 .8 6 OPEN SPACE - 32 .1 2 12 5. 00 14 6. 53 930 261 93 .4 6 60 .0 6 67 .0 4 961 18 76 .0 8 REVISED PB 213-27 292 14 9. 52 60 .0 0 30 .0 0 14 6. 53 30 .0 0 50 .5 0 50 .5 0 WATER TOWER, WELL, 12 5. 00 BAY FOREST CLUB, PHASE 4 PB 205-77 30 .0 0 60 .8 6 50 .5 0 41 .2 1 929 TREATMENT PLANT & 260 86 .6 5 21 00 1. 12 21 00 1. 12 00 1. 12 PROPANE DISTRIBUTION AREA 00 1. 12 55 .4 4 12 4. 63 21 00 1. 12 21 12 1018 16 8. 33 22 47 2. 12 10 19 349 962 60 .0 0 1021 10 20 350 300 35 1. 13 293 351 1022 352 66 .6 8 30 .0 0 353 1030 1024 10 23 36 .4 9 928 354 259 30 .0 0 355 96 .6 6 833 13 2. 24 12 1. 00 60 .0 0 30 .0 0 50 .5 0 30 .0 0 6.0 0 Streets 16 5.22 92.86 60 .0 0 50 .5 0 12 1. 00 83.31 30 .0 5 61 22 .9 8 12 1. 00 927 72.54 51 .3 3 6.52 Ac. 1025 258 12 1. 00 1.84 356 12 1. 39 70 70 68.89 43 .11 36 .3 1 87.97 834 10 26 98 .6 5 10 27 357 115 12 1. 00 358 12 4. 13 115 707 60 .0 0 27 8. 65 123.71 706 103.43 15 7. 26 708 1028 39 .2 7 PUM P 44 .2 3 AC. 87 .9 0 359 30 .0 0 44 .1 4 139.50 709 STAT I ON 94 .8 6 12 1. 00 710 58 .3 8 78 PHA SE 1 30 .0 0 60 .11 125 711 125 79 963 125 6 .4 60 294 125 80 712 60 .0 0 30 .0 0 926 0. 6 .4 60 103.47 40.79 997 257 81 64.70 88.43 80 .0 0 82 125.27 61 30 .0 0 328 12 0. 00 83 118 .5 3 125.05 44.74 113 .6 3 08 47 8. 10 12 1. 00 84 106.79 60 .0 0 70 31 81 .9 7 12 1. 00 24 2. 24 70 0 .0 30 713 30 80 .0 0 63.97 40.63 705 12 1. 00 99 6 1017 0 .0 30 30 223 327 952.87 60 .0 0 12 1. 00 348 59.72 60 222 12 1. 00 80 .0 0 10 16 92 .5 2 221 125.05 10 15 0 .0 30 964 85 77 50 .0 0 30 .0 0 347 99 5 295 121 346 220 890 0 .0 30 326 30 .0 0 12 1. 00 925 56 .8 5 256 125.68 906 12 1. 00 79 .30 121 1014 63.28 75.07 39.27 121 59.76 52.22 60 .0 0 345 88 .9 3 12 0. 00 12 1. 00 30 .0 0 41.10 121 5 .2 60 115.25 80 2 .0 80 39.27 887 Streets 35 .0 7 0 .0 60 60.61 30 .0 0 889 12 1. 00 1013 5 .2 60 20 4. 12 125.05 2 .8 49 344 994 888 46.74 12 1. 00 325 60 .0 0 998 29.98 10 12 79 .88 704 60 10 11 329 2.74 Ac. 343 77 .3 1 965 103.5 342 12 1. 00 12 1. 00 296 30 0 .0 30 53 .7 6 10 7. 77 94.04 60 .0 0 714 126.08 30 105.29 12 2. 48 67 .2 4 78 .6 4 735 736 1010 0 .0 30 220.27 703702 219 60 99 9 0 .1 76 76 341 22 .0 7 30 .0 0 924 50.26 65 330 1 .9 48 119 .2 0 86 255 128.42 124.44 886 0. 0 .0 30 103.42 30 .0 0 139.32 53.17 59.80 107 108 993 12 2. 48 324 74 0 .0 30 75 63 60 .0 0 10 00 125 121 64 59.18 331 218 10 3. 46 30 34 13 1. 71 16 8. 72 12 2. 48 105 30 3 .8 715 52.74 69.83 966 145 71 .9 0 121 60.62 297 58.48 121 9 .5 49 125 50 99 2 75 217 83.23 885 125 30 323 87 125 892 121 891 12 4. 61 60 .4 0 30 .0 0 30 1001 99 .9 3 121 76 .1 0 121 103.93 46 6. 18 12 0. 00 737 70 332 923 30 .2 2 80 701 734 884 893 254 216 99 1 80 125 70 224 34 .2 8 12 1. 20 322 80 28 .8 8 30 .0 0 109 60 30 225 14 9. 26 73 883 30 .0 0 716 70 106 226 30 .0 0 27 .7 6 78 .4 9 54 .1 2 63 60 .0 0 17 .7 9 70 30 .0 0 10 3. 46 60 .0 0 30 .0 0 990 967 112.42 321 125 125 298 34 13 3.25 58 .6 0 88 125 113 .1 4 13 4.85 54.85 63.00 76 .1 0 213.70 700 70 1002 13 .2 8 87 .8 2 738 333 15 .4 4 905 125 BAY FO REST CL UB, PHASE 2 SP 2.1 PB 175 -8 0 13 1.26 80 922 6 70 39 .5 3 12 0. 00 733 96 .4 6 10 04 21 00 1. 12 10 03 253 21 00 1. 12 80 00 1. 12 00 1. 12 10 4. 99 26 .5 4 53.96 335 72 00 1. 12 334 80 110 717 70 Open Space 6.01 105 BAYCLUB, 310FOREST 120-306 1 PB THRU PHASE 15 10 07 14 3. 73 BA YFO RE ST CL UB,PHA S E 2SP 2.1 P B 170 -3 8 10 08 70 1006 338 1005 34 .4 1 Phase 2 1009 339 337 63 336 125 52 .8 0 89 119.38 340 63 .5 8 989 227 12 6. 61 125 882 320 143.61 968 125 70 699 30 299 30 .0 8 34 .0 3 10 3. 46 76 .1 0 125 894 44 .2 3 30 .2 5 12 1. 56 739 70 60 .0 0 75 .9 6 30 .0 0 30 .0 0 98 8 215 60 .0 0 12 0. 00 732 80 71 63.98 30 60 121 319 54 .6 0 921 70 80 881 34 53 .3 0 252 718 96 .7 8 80 0 .0 50 12 1. 72 111 73.69 Ac. 228 98 7 78 .0 7 70 128.37 104 318 125 BAY FORESTCLUB, PHASE 2 PB 151-5 214 121 15 1. 60 90 880 42 .1 9 34 60 30 34 34.60 34 .7 5 76 .1 0 125 698 70 OPEN SPACE AREA'S 34 .0 7 895 122.15 229 62 .0 4 3.90 213 121 30 .0 0 66 .0 4 30 .0 0 986 125 66 .5 9 34 969 125 70 317 300 30 740 70 879 33 .6 8 95 .4 3 & S.W.M. POND 34.05 70 62.14 12 8. 11 10 3. 46 3.18 AC. 80 &PB 121-145 719 212 896 48 .0 6 731 121.15 78 .0 7 22 77 2. 12 80 230 920 29 77 9. 12 8 .8 99 70 80 112 00 1. 12 251 125 00 1. 12 00 1. 12 21 00 1. 12 20 38 0. 12 00 1. 12 10 0. 95 60 00 6. 12 91 103 121 897 985 98 4 316 76 .1 0 55.30 98 3 70 17 3. 65 697 314 315 97 9 98 0 982 AC. 832 132.07 981 78 .0 7 125 125 978 310 311 313 970 70 312 125 309 12 0. 00 301 104.58 70 69 9.19 Ac. 720 741 905 26 .2 9 34 22 .0 1 10 3. 46 730 80 34 70 62 .0 4 80 919 105.37 30 .0 0 30 .0 0 66 .0 4 75 .6 0 80 113 66 .5 4 78 .0 7 250 20 119.19 92 102 34 .0 1 125 BAY FOREST CLUB, PHASE 2 SP 2.2 PB 193-19 10.01 Ac. Open Space 60 50.15 14 8. 33 898 12 8. 11 971 231 25 .2 8 878 50 .9 2 125 211 80 .0 0 302 696 70 Phase 2 80 .0 0 76 .1 4 125 80 .0 0 80 .0 0 123.19 70 125 70 p/o 905 721 74 .9 1 CONDO PARCEL H 121.28 62.14 68 12 0. 00 10 3. 46 70 742 30 210 60.23 972 918 30.07 899 232 303 249 729 80 80 93 120.89 2 .7 119 20 00 0. 12 80 PHASE 1 122 00 0. 12 46 .9 5 18 5. 32 114 125 877 0 .0 95 00 0. 12 10 9. 18 101 30 209 34 973 125 30.02 900 974 74 .9 1 233 975 304 695 70 30.02 976 305 122.07 977 306 10 3. 46 125.61 307 876 817.71 308 70 70 722 18 9. 75 125 34 75 .6 0 125 208 70 10 3. 45 67 60 30.23 56.47 234 63 .1 9 94 743 875 901 39 .2 7 80 917 80 45 .4 7 248 728 55 .0 0 46 .0 0 80 125 76 .1 0 80 47.56 80 914 125 115 125.35 60.81 100 694 70 245 56.12 76 .1 0 39.27 45 .4 7 70 70 14 5. 03 45 .4 6 723 50 .0 0 13 3. 46 76 .1 0 90.18 125 15 .6 0 79 .1 6 70 66 80 125 30.54 80 95 47.06 61.07 744 125 235 10 7. 80 80 42.47 727 16 8. 15 913 125 80 60.37 90.17 44 62 4. 14 70 244 80 693 902 13 041. 361.95 116 30 70 126.76 912 70 916 724 13 5. 27 236 243 99 13 5. 00 915 874 247 60.76 135 911 135 910 246 99 .3 3 70 65 242 125 907 908 909 241 19.04 126.50 240 96 125 60 207 30.05 239 60 238 75 .11 125 745 60 903 125.67 237 125 30.03 10 3. 27 726 115 .9 9 18 7. 63 85 70 121 873 33 .8 0 70.07 60 692 904 10 0. 45 206 117 56.39 95 .8 5 30 82 .9 7 725 70 98 80 .0 0 80 .0 0 64 110 .2 0 39.27 122.43 61.36 100 39.27 3.07 Ac. 70.07 872 113.49 97 100 205 125 125 17 .1 3 Revised PB 117-7 60 30 .9 0 56.10 490.18 691 116.30 70 75.42 106.74 70 63 92.44 831 30.23 13 41.44 35.24 39.27 STARLING RD 871 125 123.79 30.02 59.67 275 18.71 870 60.39 204 869 103.95 125.63 9.85 Ac. 60 203 95.02 59.67 18.71 122 868 30.28 379.29 30 202 CONDO PARCEL G 121.26 232.36 30 201 24 78.34 125 PHASE 1 125.93 60 441.08 690 829 70 70 62 939.09 188.51 4.53 Ac. 125 CONDO PARCEL B 689 527.78 PB 153- 52 215.65 19.02 70 PHASE 1 70 61 TANAGER DR 125 47.83 AC. 688 42.01 70 70 SUSSEX COUNTY 128.67 60 729.09 PUMP STATION 110.75 125 421.29 #276 50 373 OPEN SPACE AREA 50 687 50 59 74.72 404.42 39.27 830 50 78.58 50 92.63 924.01 137 25.78 39.27 55 35.95 105.68 835 50 24.75 25.78 37 .5 6 103.42 115.19 414.33 41.17 139.55 38 .2 0 145.84 PHASE 1 7.47 Ac. 39.27 100.01 143.55 102.16 375 STREETS 39.16 36.31 16.73 Ac. 62.61 39.27 746 101.92 87 39.27 51 125 118 105.68 CONDO PARCEL F 361.95 25.78 125.84 46.87 25.78 822 125 39.27 55 98.37 804 123.63 PHASE 1 414.33 79.69 92.63 628 850 62.73 39.27 55 92.49 54.76 79.38 194 747 PB 99-209 87 102.50 81.68 24.75 1 176 115.19 128.60 64.77 15 66.36 OPEN SPACE AREA 125 325 119 137 35.95 88.02 75 125 39.37 1 851 125 376 125 83.94 PB 99-108 80 821 39.27 39.27 80 65.76 80 84.15 80 54.62 83.31 88.03 80 80 75 849 16 326 95.29 193 748 55 121.88 66.36 137 54.09 69.14 81.68 100 629 127.75 75 2 39.27 668 100 14 75.04 124.59 667 120 50.02 665 125 125 129.77 125.96 47.87 46.63 660 661 663 664 125 2 SWM POND AND OPEN AREA 121.88 125 662 125 40 20 75.11 75 125 39 327 112.63 852 88.94 38 P/O 15.00 818 125 125 137 33 125 820 97 73 34 35 36 37 50.59 817 OPEN AREA 125 3 109.74 848 749 75 73.13 17 190 66.37 115 192 100.88 39.27 BYEWOOD MANOR PB 118-240 & 121- 119 397 60.03 56.26 57.35 80 189 121 659 55.80 75 72.53 180.23 80 80 81.07 1.41 Ac. 140.02 328 81.68 88.94 80 13 125 137 85 80 630 75.06 80 49.84 125 74 111.8 130 32 35 75 125 853 816 125 4 47.02 75.06 124 3 114.13 35 121.88 75 860 819 132.93 66.36 750 75 10 160.52 39.27 122.87 847 18 861 188 329 396 398 85.98 125 80 92.98 35 137 79.67 80 80 82.12 173.56 80 75 191 638.75 122 81.07 123.69 5 5.25 AC.S 12 125 142.48 101.76 81.68 75 65.08 859 25 125 72 86.12 39.26 80 631 658 125 198.18 84.33 103.84 125 854 35 75 43 399 78 330 10 686 66.36 31 682 4 26 137 86.03 683 684 685 49.12 751 89.15 92.98 75 24 54.78 395 125 19 41.96 143.30 58 846 49.12 815 6 67.15 119.88 64.60 125 54 50.05 123.11 125 55 56 125 57 135.99 147.58 123 100 75 90.92 121.88 125 71 81.07 55.31 125 123.31 81.68 11 125 106.35 64.81 187 75 98.29 78 41.91 331 100.65 118.32 394 66.37 80 125 80 29.92 632 125 55.31 814 80 103.84 855 858 7 85.98 81.95 74.95 752 80 78 138.90 144.56 657 72.92 862 335 80 75 30 5 81.84 70 393 681 29.92 669 845 23 186 11 80 20 92.03 0 149.11 27 SWM POND AND OPEN AREA 125 124 1155.40 124.61 53 41 82.04 813 141.38 75 120.01 94.69 40.01 66.75 81.68 150 125 81.07 P/O 15.00 86.08 66.36 49.03 69 10 125 72.30 332 63.59 54.45 89.10 58.84 126.17 70 753 8 72.91 80 633 125 80 125 122.73 82.04 102.16 185 410 334 67.70 125 656 6 863 812 10 90 856 144.03 69.51 165.76 70 125 66.37 125 214.06 20.5 77.60 90.20 680 20.01 29 120 844 857 75 811 99.67 21 125 184 670 80 162.23 75 92.03 52 150 28 70 754 81.68 93.41 72.56 80 95 75 125 42 81.07 125 75 9 810 66.36 41 51.05 12 67.70 SWM POND AND OPEN AREA 52.74 22 183 72.91 125 20 333 9 866 78.58 47 95 80 128.83 75 634 75 115.59 1.84 Ac. 125 125 126 P/O 15.00 84.64 1 426.64 75 864 267.30 125 7 809 13 655 55 182 66.37 679 755 192.65 81.68 125 70 120 82.63 403.37 336 39.27 168.51 90.20 28 69.26 29 865 808 125 75 14 39.27 92.03 51 71.17 843 181 67.70 671 175.35 127 80 150.34 197.94 66.36 337 72.91 70 56.73 867 125 125 43 30 120 31 125 756 2 15 80 75 50 75 324.42 8 807 338 128.18 180 842 70 150 635 70 125 654 82.63 81.68 678 125 80 75 75 128 75 27 73.71 8 71.48 32 179 757 166 44 339 67.26 150 78.37 90.20 50 124.15 841 70 158.20 20.10 120.21 806 125 7 75 72.91 92.03 80 340 125 125 672 187.31 75 75 758 125 70 129 81.68 94.18 840 66.02 75 70.40 44 82.64 125 115.5 3 124.28 677 158.63 63.67 275.07 71.36 178 100 653 81.26 6 125 759 130 21 110.10 75 78.91 636 839 805 75 70.40 80 75 125 49 100 124.42 81.74 26 66.02 105.02 44.01 158.20 LAND OF PLE ASANT LIVING P B 9-78 72.91 90.20 84.25 36 100 125 57.45 9 5 760 40 75 131 306 20 125 100.23 676 125 70 318 75 838 177 125 22 185 124.96 124.56 80.56 115 111.74 761 4 82.38 132 91.44 48 7 45.52 45 652 675 70 109.87 19 125 673 173.08 837 66.05 377.47 192.53 71.89 75 125 184 80.73 186 115 VILLAGE SQUARE PB 30-111 674 206.52 124.69 133 .34 AC 1.80 Ac. 115 25 50 762 295.47 125 3 47 126.78 114.87 125 46 45 70 165 1285.57 A 637 836 36.89 61.86 45.07 100 95.71 80 75 81.26 274.93 124.83 187 167.53 90.19 80.41 80.73 74.27 82.11 134 10 8 102.20 125 418 105.82 7 651 2 763 25.88 200 23 81.32 95.70 100 75 100 121.68 71.89 161.56 39 1 125.80 39.2 H 95.70 158 24 64.60 39.26 319 803 OPEN SPACE AREA 92.30 80 425 158.86 36.89 42.22 33.02 317 135 58.12 146.97 102.95 51.43 58.11 128.32 125 19.01 106.17 80 106.99 5.50 AC.S 45.06 80 187.98 71.89 6 175 20.56 AC. 181.53 88.94 31 650 125 764 37.02 105.26 6 93.19 107.13 186.2 638 61.11 71.89 73.91 90.91 70 85.22 212.89 94.26 82.64 47.93 131.26 151.44 60 22.34 67.5 23 205.43 24 182 125 100 72.33 175 71.89 11 802 41.50 136 125 45.01 41.20 42.22 42.47 B 649 100 106.17 257 9 1 108.97 10.11 200 97.01 29 419 102 88.94 53.48 125.36 110.00 213.84 115 258 30 22 145.99 108.96 105.61 115 320 174 80.40 125 256 22.26 107.09 648 37.01 45.02 5 I 105.35 125 1 28 125 66.02 100 142.07 39.2 90 316 45.05 103.80 768 50.36 39.2 21 164.6 22.33 426 21 647 2 4 32 125 646 639 131.14 6 255 5 94.09 88.94 125.63 5 82.64 81.6 101.18 115 75 100 110.00 106.96 158.71 20 25 87.50 801 140 37.90 21.22 19 72.96 12 381.26 90.91 158.7 22.24 765 135.93 75 210.89 95.82 141.83 184.81 95.92 9.90 37 50 106.92 75.72 7 23 183.3 88.94 193.86 173 124.59 157.08 228.18 45.03 61.08 181 259 95.61 163.84 39.2 141.01 100 53.48 115 22.25 75 66.02 37.90 90 100 131.86 50 125 3 145.61 80 150.72 47.95 97.01 39.2 84.19 137 100 120 3 C 125 76.69 150 21.14 769 100 100 175.15 114.46 95 122 10 45.04 95 50 75 85.51 21.35 81.67 369.85 321 385S 26 130 17 75.00 2 113.7 1224.67 73.49 640 767 766 111.59 4 75 J 800 141 173 96.64 39.2 645 82.64 39 146.64 77.80 427 13 58.10 87.38 132.61 37.5 18 315 125.63 102.73 235.64 289.16 111.99 D 180 260 16 115 87.96 139 125 19 267 4 172 66.02 138 65.13 115 18 146.96 245 191.38 50 2 106.87 141.09 175 120 22 421 100 770 100 125 125 100 C 106.92 70 79.16 174 46.04 64.2 180.45 214.18 169.90 103 131.86 120 244 246 142 75.06 95 80.73 58.4 22 213.92 45.50 27 95 298.55 3 27 39.27 111.68 75.05 140 22.39 57.95 106.99 D 103 11 799 18 175 54.2 69.27 95 85.61 261 115.51 80.73 641 126.05 16 39.27 95 38 71.52 322 73.67 179 19 21.20 22.23 252.7375 115 533 74.7 644 35.43 14 171 71.80 175 1 21.18 33 K 125 428 20.13 75.06 100 95 127.83 48 17 35.43 771 100 54.1 46 120 118.1 123.2 85.61 243 21.05 169.88 125 150 141.7 100 77.95 17 46.03 79.56 95 100 125 58.08 21.17 178.47 15 267 28 39.27 189.96 24 100 41.67 120 143 100 147.81 88.8 172 368.69 100S 100 PB 202-75 OPEN SPACE 249.64 75 106.5 100 95 110 106.92 177.58 642 3 53.11 125 90 20 37 798 115 178 643 75.06 13.79 69.14 100.2 4 26 AREA 267 133.34 21 16 98.89 1.12 AC. 75 219 15 127 170 1 95 126.01 126.01 772 70 70.29 100 101 267 422 E 12 242 105 100.2 85.61 85.61 14 51.73 100 21.16 22.21 100 171 262 218 115 268 125 70 246.55 100 70 103 323 29 10 53.65 100 144 5 21.19 75 11.80 115 11 34 429 L 107.09 75.61 1503 75.61 125 116S 39.27 100 47 797 34 100 100 46.01 115 177 90 110 1.67 21.06 100 267 100 100 21.03 13 62.34 25 101 106.96 53.65 OPEN AREA 175.3 145.14 129 42.82 100 169 773 DB 4383-94150.12 243.46 170 2 220 106.92 318.53 36 100 313 70 100 100.2 125 120 6 220 20 174.71 70 75 263 5 98.89 145 100 529.45 115 9 18 22.16 F 88.75 796 30 Ac. 101 4 106.63 100 115 200 39.27 21.24 125 12 75.89 115 100 241 100 35 125 33.01 100 211 100 271 M 1.13 AC. 176 100 21.23 423 108.07 100 127.97 103 795 168 369.09 25 100 OPEN AREA 107.09 324 75 564.67 221 35 774 33 75 100 430 70 100 21.10 100 26 2 3 46 13 99.34 264 98.89 237.28 120.56 7 70 168 8 200 101 125 167 11 1 115 106.96 146 100 36.07 794 70.93 3 A 192.82 100.2 172.13 150.12 115 210 19 24 125 115 19 125 49.60 137.04 240 6 267 100 1 106.92 171.83 101 63.99 76 100 96.26 54.67 27 79.01 39.27 2 100 130.49 100 100 22.18 22.17 103 G 100 34 22.27 166 70 680.01 21.25 775 10 4 100 165.63 100 150 105.59 110 8 222 103 N 265 424 70 7 39.27 125 1567.51 793 21.15 21.31 100 36 99.34 895 117.88 125.59 60.66 828 147 100 3 100 166 2 107.09 239 21.07 45 431 267 90.22 90 80 100 143.02 50.44 184.21 125 59.27 32 101 124.51 78.34 28.94 90.73 100 100 100 9 58.67 165 52.49 196.99 20 106.96 100 150 112.09 100.2 100.2 200 4 110 87.32 155.5 18 70 7 23 168.96 125 823 776 5 55 100 100 20.02 60.66 136.52 100 117.55 209 39.27 39.27 101 106.92 230.33 266 6 301.54 168.96 70 177.92 312 897 49.61 100 270 127.16 207 21.26 22.11 103 792 223 33 22.04 148 113.43 5 827 238 PB 9-78 21.32 80 4 195 150 1 206.44 5 100 103 125 9 PB 69-200 31 100 46.79 1 72.49 936 3 202 115 267 21.3 99.34 136.56 22 100 2 26 125 48.82 35 37.54 21 102.21 160.48 200 37 100 135 55 1 140 164 21.33 117.19 39.27 898 6 44 140 60.66 199 200 100 20 777 22 937 100 101 6 49.61 100 224 100 115 106.44 206.03 4 100 28.13 125 100 115 28 30.58 87.79 113.23 100 36.84 S W M P O N D A N D O P E N A R E A 75 23 23 100 21.12 P /O 1 5 .0 0 125 110 17 8 22 88.60 58.72 899 100 210.43 149 119.54 7 60.66 114.18 98.58 100 102.15 101 22.15 824 75 100 225 193.23 938 115 B 22.13 12.57 125.77 80 100 10 237 3 100 7.58 110 21.27 103 43.51 32 39.2 791 143.04 100 22.08 100 22.30 25.55 Ac. 214.36 22.31 184.21 100 1 135 100 100 21.01 100 144.96 939 75 900 8 103 826 236 7 30 90 80.65 100 226 21.08 99.34 196 2 BYEW OOD MAN OR PB 118-2 40 75 163 56.98 100 115 38 65 179.24 778 2 135 100 68.40 940 75 11 100 60.66 125 825 100 101 198 93.34 80 901 115 43 125 21 9 100 100 235 29 STATE OF DELAWARE 125 98.59 100 113 935 100 227 150 135 115 100.2 125.41 1.23 AC. 3 100 107 16 9 21 39.2 77 130.57 941 75 197 75 100 790 12 100 100 67.1 57.54 267 101 145.20 902 10 115 119.46 4 135 B 234 228 100 21.28 100 75 60.66 942 75 22.14 74.96 779 75 75 100 100 100 22.37 103 60S 8 22.32 162 125 37 100 200 135 21.02 99.34 13 100 21.09 103 184.21 5 100 30S 903 115 64 233 39.29 5-B 943 75 11 88.89 115 77.02 19 .9 3 124.26 151 94.03 25 99.91 75 75 21.04 441.83 974 100 39 24 100 100 94.08 789 4 6 135 100 22.01 135 100 29 140 100 14 64.01 42 22.38 5 60.66 33.67 36 944 75 100 100 75.19 115 31 100 33.67 780 268 20 934 75 904 12 232 15 131.2 30 5-A 21.52 7 135 118.54 60.66 161 46.20 135 945 100 100 10 20 98.62 410.86 75 158.26 1241.75 973 35 100.45 6 118.3 78 75.18 100 15 100 100 75 145 115 93.07 7 145 152 905 75 S 231 40 100 21.34 125.01 75.05 22.09 41 8 788 48.52 8 135 13 110.3 100S 84 119.31 781 946 75 135 34 100 107.02 129.22 145.2 400 100 135.02 100 80S 6 WEST OCEAN FARMS 972 75 75 100.45 107.02 75 115S 16 86.62 75.4 100 787 786 135 9 115 80S 101.38 100 135 160 PB 181-42 75 906 230 153 100 947 14 21.13 103.6 125 33 PB 116-329 125 115 75 75 100.97 134.97 100 100 22.36 114.02 143.50 75 970 100 100 75 S 19 22.35 11 159 158 79 10 135 48 134.92 32 948 17 75.25 99.23 100 75 100 125 135 129.01 100 933 75 75 907 15 75 109.7 75.10 971 135 130 11 22.07 19 C 11 100 100 128.4 31 269 108.14 135 75 14 22.10 70S 22.28 13 969 949 136.53 12 21.21 78.48 100 57.02 75 75 21.30 100 47.92 100 103.1 32.2 105.45 136.95 125.55 35S 100 75.11 135 908 10 122.39 3 100 12 135 16 21.29 9 105.3 42.32 115 30 950 75 100 WHITE'S NECK VILLAGE 4.75 968 128 50 782 13 122.80 115 80 4.76 75 75 100 75 69.6 13 135 785 42.40 129.02 100 100 29 951 100 113.19 135 75 131.7 123.3 75 909 42.25 123.55 154 147.02 129 7 967 145.11 100.07 125 75 166.9 2 75 111.04 121.50 14 100 75 14 135 157 100 932 22.20 28 952 75 17 18 975 75 135 99.36 165 100 100 100 966 PB 8-468 115 75 75 783 75 18 784 8 15 135 100 22.12 115 81 1 135 27 953 75 125 75 22.03 100 100.49 100 976 965 100.36 128 135 75 198.1 PB 181-42 75 136.8 155 75 910 87 156 16 135 22.29 100 Change of Zone2 135 79.18 100 63.98 977 26 954 101.40 129.03 115 100 102.83 75 75 964 135 17 100 12 75 128.8 75 22.05 100 89 75 17 135 12 146.76 100 3 978 25 17.31 147.22 75 135 955 16 115 100 75 963 39.27 75 22.06 844.11 119.25 115 11 931 135 75 15 17 186.02 4 75 18 135 112.2 127 210.52 979 135 24 38 92.74 75 962 135 166.52 75 75 75 14 124.01 125 75 100 100 15 403.86 5 23 13 100 135 1 100 980 956 111 75 961 135 19 25 75 75 75 75 74 89 100 6 75 115 16 135 981 136.25 90 960 135 22 999 75 189.25 75 75 75 144.07 PB 106- 3 PB 8-481 100 7 168.50 37.89 930 24 135 982 135 21 124.02 126 16 75 959 135 38.32 75 75 D 75 44.67 22.52 8 20 77.51 86 135 101.40 9 23 135 983 958 26.01 135 998 75 90 82 100 75 77.24 58.52 75 174.92 38.08 9 153.21 75.26 22 150 135 135 984 75 SUSSEX COUNTY 39.27 76.39 997 957 75 75 10 75 21 985 100 72.01 135 155.38 135 141.31 996 PUMP STATION #309 76.28 929 291.68 55.94 100 µ 77.01 75 75.40 11 50.19 AC.S 103 15 91.93 193.93 126.40 20 37 150 135 Application10 #1795994 986 23.34 124 30 75 75 913 100 12 39.27 19 135 100 Legend 81 135 55.20 85 429 73.89 130.11 20 60 10.66 Ac. 4.40 20 100 928 75 75 13 18 100 60 150 60 80 987 102 14 993 75 AC.S 40.46 75 914 104 39.27 17 123.33 927 14 83.57 29 17 100 80 135 120.04 50 21 75.43 128.92 100 30.73 13 60 171.56 40 100 926 143.59 118.36 145.78 19 125.45 80 135 16 39.27 85 Tax Parcels Medium Residential - MR General Commercial150 991 - C-1 137.34 101 212.96 12 15 39.27 2 81.03 85 127.54 50 11 123 28 83 80 990 135 187.98 100 105 925 265.47 100 75 111.86 134.41 100 10 100 80.02 152.42 105 200 11 129.63 989 915 100 924 80 100 12 100 18 100 1096 105 36 106.98 75 100 129.97 80.03 1 10 131.02 155.38 100 1154 10 100 A 923 39.27 59 13 100 103.89 1097 122 160 85 Subdivisions 91.68 General Residential106 - GR27 35 Commercial Residential - CR-1 100 8 9 23.34 80.03 129.45 398.43 1010S 113.66 9 100 100 922 916 100 100 72.27 14 100 100 1098 100 1095 105 100 17 8 2 52.03 105 84 80.02 127.88 107.81 103.48 100 268.99 94.52 1155 28.84 102.54 99 87 120 100 100 140.47 7 72 7 1099 80.01 38.88 AC. 9 121 107 26 920 9 100 102 34 200 917 100 74.84 26.24 100 70.01 100 150 100 6 SWM POND AND OPEN AREA 100 87.02 3 1153 65.57 8 100 41 80.15 919 100 Roads 100.81 High Density Residential105 Marine - M 139.92 1354S 100 1094 16 P/O 15.00 105 85 127.54 107.81 1156 1100 98 100 100 5 542.85S 105.18 72.12 100 201.06 80.79 120 63.99 918 100 99.77 8 19 34 108 102 10 25 153.26 137.41 120 100 33 100 100 208.7 29 52.29 15 100 100 4 73.02 100 7 88 1.57 100 100 95.46 26.25 1152 105 15 220 150 100 1093 86 240.3 100 75 113.951119 105 89.55 73.94 1101 97 77 43 162.19 1157 100 100 Agricultural - AR-1 Vacation, Retire,120 Resident - VRP Limited Industrial - LI-1 44.57 28 7 109 124.4 118.06 136.13 100 18 33 24 217.8 100 119 101.1 AC. 11 1120 100 100 39.27 1.00 Ac. 100 106.85 42 100 16 100 136.13 73 100 6 100 91 100 6 14 70 1151 120 84.30 105 40 17 BANKSVILLE PA RK P B 8-410 95 1092 105 57.29 134.92 99.29 100 95 1118 89 173.21 1102 108 100 96 16 RECREATION AREA 1158 100 103.29 1920 174.6 100 5 120 92 195 100 32 6 110 23 78.81 100 413.1 1121 39.27 39 12 17 100 118 100 100 128.78 1919 160 100 170.86 15 28 46 17 100 32 62.79 237.22 18 154.9 109.85 Agricultural - AR-2 Neighborhood Business - B-1 100 Light Industrial - LI-2 86.14 1127 100 90.34 20 39.97 14 110 1091 5 A 1918 120 13 108 90 160 1921 100 1150 95 95 105 104.29 120 1117 105 95 137.13 175.96 1263 73.9 107.11 1103 103.29 75 38.38 1917 13.27 AC. 100 150 103.10 21 31 4 26 110.46 69.30 100 120 73.01 136.34 55.95 22 13 160 68.34 114.01 1122 5 111 103.29 104.94 100.49 100 31 38.57 100 1026 5 134.07 75 110 1159 100 76.78 136.13 33 18 100 117 100 85.69 100 3 1916 55 100.03 31 1126 100 148.81 93 6 30 24 110 1090 4 12 1025 73 13 75 120 21 134.28 100 100.76 397.52 136.13 75.67 70.69 1261 122.81 1116 78.01 100 148.42 95 105 72.07 129.09 32 16 95 1104 105 Heavy Industrial - HI-1 7 100 50 1128 100 53.03 100 1027 1024 75 120 4 30 134.47 238.65 39.27 1262 110.08 100.03 92.47 30 112 60 1149 42.30 176.72 109.49 2 85 75 100 SQUIRREL'S RUNII REVISED PB 34-146 110 100 8 1123 4 154.15 85 47.50 74.45 54.17 75 142.17 1260 31 100 116 78.01 130.20 74.54 1023 19 100 134.68 SQUIRREL'S RUNREVISED PB 32-222 66.99 31 1125 93 107.88 94 110.03 32 100 75 100.03 110 95 1089 68.53 9 3 11 45.55 75 1264 100 39.27 100 107.22 100 90.87 1028 1022 85 129.65 1160 3 1115 1 135.35 1129 1105 105 100.59 91.68 39.27 1259 95 75 14 105 10 30 33 100 100 78.01 162.28 85 120 131.31 1 851 3 71 136.03 201.57 114.88 27 29 110 78 109.52 12 1904 120 110 97.63 22 110 100 75 100 104.95 126.30 97.06 11 29.6 20 100 75 106 46.01 1135 113 35 1029 852 WHITES NECK ROAD 90.17 15 93 115 19 1265 136.70 39.08 56 1258 43.01 SQUIRREL'S RUNPB 30-269 87.78 1124 100 32 39.27 100 29 82.15 95 1915 57.07 75 1088 164.96 23 1148 2 78.01 119.11 75 853 20 72.07 132.42 1922 25 110 0 255 510 1114 1,020 1,530 2,040 174 149.32 100 102.68 70.31 1130 1106 98.44 78 35.36 100 22 53.03 1065 125.33 60.95 100 100 105 1030 21 162.19 100 87.66 60.41 36 148.81 1923 1266 110 1257 59.37 120 2 35.36 100 28 75 150 100 57.76 1147 36.85 35.53 854 151.77 112 118.95 170.86 BOWERSET PB 8-311 115.76 1134 100 129.26 1275 1924 150 75.03 29 39 100 1066 23 74.40 90.44 SECTION D PB 8-553 21 133.52 96 75 37 90 98.49 114 65.89 85 21 20 95.89 100 1031 78 1064 17 18 100 100 74.57 128.63 90 1087 11 115 40 109.01 9 75 64.42 1 101 Feet 150 10 1297 54.66 28 33.02 39.87 129.57 103.56 74.38 8 1113 45.55 1298 140.08 1274 1131 1107 62.31 100 93.38 1136 38 7 150 36 D RECREATION 39.27 1267 100 100 1 148.74 41.69 6 100 11 156.60 185.58 39.27 5 65.80 100 2 150 70.01 1161 120 1068 132 150 27 78 4 150 18 1 300 89.75 133.07 1998 150 3 100 1914 150 150 112 75 12 AREA 19 150 B 100 120 174.76 150 32.53 34 50 150 100 100.54 122.38 1133 2 100 85.66 100 138.06 100 141.21 109.56 11 100 22 76.17 132 85 1146 1145 100S 1063 89.25 2 39.27 5.70 AC.S 90.95 12 894 100 38.69 2007 45.54 90 100 2005 2006 100 115 1086 2.07 AC. 2.07 2004 1268 117 38 96.08 72.42 101 83.28 96.42 100 90.14 78.84 2003 1272 1137 108.37 2002 17 16 35 37 103.66 150.10 2001 RECREATION AREA 88.36 1 1112 1108 RECREATION 100 3 100 PB 118-58 11 893 170.86 1999 2000 100 1032 100 100 1162 100 115 73.42 16 151.90 100 96.17 116.71 154.62 100 46.01 26 79.97 1075 2 85 75.02 12 93.38 120 24 100 AREA 13 24 85 212.36 39 46.52 4 75 106.46 27 75 1299 1269 10 82.15 105.11 1132 23 1062 10 100 1296 15 892 23 75 124.49 1141 43.01 14 44.49 1997 1 75 19 132.90 100 1074 22 49.9 75 120 177.32 100 101 100 132.91 173.78 75 100 100 52.60 1927 1905 75 1186 96.08 36 56.63 9 164.85 1144 1 inch = 895 feet 1076 110 100 69.01 100 100 10 2.44 1276 61.75 25 300 75.61 1926 119.05 39.3 1111 158.96 60.41 100 88.86 106.74 100 100 1925 163.58 1270 100 47.27 100 1073 125.17 134 33.03 70 60.30 1163 1143 42.32 150S 67.03 100 8 1913 Ac. 12 13 13 100 B 100 168.41 35.53 25 14 131.14 164 95.97 139.64 79 40 1138 1109 63.43 1061 94.24 82.92 39.2 55 5.39 AC.S 100 100 37 6 100 79.91 50 120.09 9 64.42 100 120 1140 7 122.78 105.96 115 101 1071 75 1277 110 100 91.75 75 39.2 24 50 111.94 1185 100 75 35 1077 39.2 100 1280 1271 27 100 50 204.48 100 83.62 10 79.62 41.54 75 39.2 11 83.01 22.83 1069 93.38 100 125.3 100 96.08 134 154.32 70.37 69 36.18 39.52 169.35 85 75 100 58.32 1033 100 94.47 170.86 114.18 15 94.92 65.80 36.21 87.58 1070 79.32 125 39.2 1995 20 23 100 57 66.94 14 1164 1902 53 38 15 75 115 1994 46.01 110 57.40 128.35 100 50.03 1985 1996 124.53 154.28 1060 34 6 1984 1295 1281 1279 70.39 26 101.64 1110 B 75 B 1982 1983 21 1142 1868 75 164.98 39.27 8 101 56 8 1972 1973 9 100 92.06 134 164.55 112.50 103.74 45.54 150 150 41 34 1078 70.82 150 100 25 100 115.53 1184 75.57 100 100 100 100 182.36 140 125 125 1034 100 150.37 6 92.90 93.39 124.93 50 1139 46.52 39 1321 1912 3 150 107.77 1187 100 5 7 94.92 109.92 88.36 150 1294 22 1282 100 127.63 100 100 89.75 55.40 100 100 150 1320 125 89.36 54 150 84.12 150 75 8 1278 75.86 100 74.55 16 100 125 51 1165 129.36 100 7 52 1059 140 9 6 100 7 15 93.38 1901 40 82.89 27 134 100 100 1906 8 5 92.46 100 113 103.76 101 1318 112.5 7 79 92 37.59 107 1035 75 88.41 161.84 105 41 5 80 1293 24 1283 7 98.36 138.8 1903 40 1079 94.92 112.09 75 100 33 131 33.81 100 1971 100 1183 79.90 100 100 75 100 50 75 1300 RECREATION 140 69.54 7 6 251.46 79.97 58 161.33 121.56 67.68 176.67 100 A 29 42 63.44 42 100 100 30.73 110 75 67.67 239.49 100 4 134 125.96 5 4 96.97 100 97.28 75 17 176.35 263.40 4 1292 26 1284 110.24 AREA 1193 100 1058 150.47 14 120.68 1166 107.24 41 1036 100 75 1317 190.76 68.89 132 1910 116 16 8 100 100 101 39 75 162.76 1993 59 9 100 43 75 51 A 75 1314 162.76 107 140 75 32 150.96 4 1986 31 100 1867 1900 58.31 56.70 1909 108.80 100 112.50 1301 100 6 100 1080 140 153.63 1907 1188 100 1316 1908 1981 1291 100 113.59 100.63 1315 75 28 1285 44 75 250.78 9 89.58 206.57 4 1974 47.81 1182 134 1322 75 100 43 100 162.76 62.08 75 75 100 109.99 1037 150 13 52 82.36 1861 42 38 2 75 33.01 110 1911 100 1302 100 105 1057 AZTEC TR TUCKAHOE TR HOLTS LANDING RD SAWMILL DR FAIRWAY LN FAIRWAY WALTERS BLUFF RD ELLIS ELLIS LN WINDWARD WAY SANDY COVE RD JUMP LN DERRICKSONS VIEW RD HOOT OWL LN SANDERLING RD ISLAND DR FOX DR PAVILION DR TRACK LN COVE RD REDTAIL CT SKIMMER RD PHOEBE DR FAIRWAY BLVD MAIN A DIEU LN SEASIDE DR VIREO CIR BAY FOREST DR REDSTART CT WHITES NECK DR WHITES NECK RD W OCEAN DR BIRD HAVEN ST LAGOON LN RAILWAY RDYEADON AV IRONS LN IRONS DOROTHY CIR JERRY DR OLD MILL RD SUSAN ST DAVID RD BENITA ST MURRAY RD PINE ST MAIN ST ESTELLA SYRACUSE ST SUZON PL SMITH DR HICKMAN DR RIVER DR CLUB HOUSE RD EDITH ST PARK CIR DAISEY AV DOVER ST BETHANY CREST LN BERRY CT BETTS AV BRIDGE LN CHAD PL DOVE LN ANTIQUE RD ANTIQUE LISA AV DIANE RD SEABROOKHUDSON RD AV PORT ROYAL RD CENTRAL AV WOODLAND AV RED FOX LN DEER TRL DOCS PL Change of ZoneOAKLAND AV GRANTS AV WARREN RD CEDAR DR ATLANTIC AV DUKES DR µApplication #1795 Legend REBA RD Tax Parcels Medium Residential - MR General Commercial - C-1 SubdivisionsCOLT LN General ResidentialPINE LN - GR Commercial Residential - CR-1 WINCHESTERRoads DR High Density Residential Marine - M WEST AV Agricultural - AR-1 Vacation, Retire, Resident - VRP Limited Industrial - LI-1 ROXANA RD Agricultural - AR-2 Neighborhood Business - B-1 Light Industrial - LI-2 WINDMILL DR MAPLE WAY Heavy Industrial - HI-1 HOLLY LN PINE GROVE LN 0 600 1,200 2,400 3,600 4,800 Feet BURBAGE RD AVON PARK BLVD 1 inch = 2,083 feet MITCHELL AV KENT AV WINDMILL LN 191.18 47 1.01 483 14 5.51 AC. 30.26 Ac. 302.36 B PB 130-82 7.59 AC. PB 68-281 1.06 1 27.98 5.04 AC. 2.52 AC. A 104.76 302.18 262.69 16.02 1.05 1.27 Ac. 117.11 2.48 36 24.20 2 1.03 37 1.00 Ac. Ac. 472 BLADES SUBDIVISION PB 102-57 Ac. 48 473 1.02 5.00 AC. 35 46 70 62.50 Ac. 484 471 67.51 672.90 65.04 1.02 482 74.13 C Ac. 45 62.50 63.08 1.09 866.20 108.43 481 140 1.26 373.30 1.04 42.05 44 21.03 87.23 1.25 425.18 1.06 441.06 Ac. 67.51 180.48 BETHANY FOREST PB 50-42 1.23 21.03 1.05 270.01 1.14 108.77 94.10 39 373.32 Ac. REV. PB 52-266108.43 THRU 269 Ac. Ac. 480 173.71 Ac. Ac. 142.80 34 94.10 85.14 32 474 43 31 33 40 41 38 1.74 1.12 108.43 175 42 185.39 401.51 470 475 143 12.03 39.27 479 Ac. 1.77 AC. 359.59 83 485 1.11 468 49 1.27 467 469 100.31 476 477 39.27 198.30 1.10 92.02 478 317.67 Ac. 143 39.27 39.27 3 2 64.09 250.74 195.46 30 108.77 151.59 160.16 150 120.44 156.64 1 62.50 139.46 178.84 124.98 170.03 70 105 66.41 182.30 29 486 39.27 244.05 27 28 30.49 90 524 1.64 41.82 105.73 121.28 1.90 Ac. 466 36.72 26 80 50 154.16 130.38 180.30 150 Ac. 99.41 516 132.7 465 104.65 2354.25 463 464 148.22 112.22 525 88 84.12 160.43 180.59 39.27 147.84 64.58 155.33 462 122.02 158.22 511 170 529 526 50' EASEMENT 178.47 75 528 527 100 89 123.44 107.18 158.57 126.21 100 142 90 65 79 160 41.82 93 178.70 92 91 87 12.04 131.32 36.72 64.92 501 175 515 125 201.35 1.48 79 487 142.88 523 118.32 51 129 102.50 50.17 139.62 126.06 119.65 171.05 184 200 44.54 Ac. 25 91.91 74 84.45 234.33 65.82 109 510 90.19 86 129 175.99 461 138 500 40.50 66 174.64 261.41 172.42 51.29 122.20 1.90 Ac. 157.21 86.55 64 161.06 176 489 109 53 78 83 164.92 502 85 122.06 209.02 33.73 261.91 82 519 522 175 514 100 488 75.50 100 178 217.80 210 104 170 200 129 143.20 460 67.51 521 55.06 167.01 138 109 100 24 67 202.80 73 518 170.34 125.47 52 OUTLOT "D" 104 181.78 46.86 54 509 110.79 84 100 490 138 129 499 109 77 CEMETERY 503 67.51 217.80 63 115 10.53 100 127.56 30 520 69.11 453 157.53 23 126.31 OUTLOT "E" 210 513 88.21 116.99 104 200 175 SWM AREA 459 88.21 100 165 12.01 119.58 140.52 170 68 109 39.27 17 104 81 138.50 118.57 155 25 491 160 55 109 186.65 517 138.50 72 217.80 504 508 120.80 452 12 140.52 184.39 100 498 76 39.27 155 22 210 458 104 200 114.61 170 16 69.02 31.68 Ac. 100 62 451 140.52 97.99 512 104 69 49.57 175.51 27 155 12.02 492 45.24 140.52 217.80 56 450 15 170 121.67 132.97 39.27 145 100 505 140.52 117.12 21 71 507 155 6.99 AC. 210 130.74 140.52 457 104 14 100 112.50 449 497 200 39.27 140.52 PB 141-98 104 70 155 493 61 140.52 217.80 57 37.82 150 87.50 448 13 100 15.71 AC. 109.30 140.52 82.74 155 BIG MARSH CT 20 175 506 456 210 140.52 100 12 175 447 39.27 140.52 123.29 134.30 496 155 140.52 217.80 494 58 446 11 PB 117-3 102.50 13 99.40 60 39.27 140.52 155 19 215 140.52 455 150 445 10 137.93 77.50 140.52 59 155 5.47 Ac. 495 140.52 444 9 200 80 190 140.52 39.27 155 18 454 140.52 OUTLOT "B" 443 8 140.52 39.27 155 303.41 105 140.52 7 183.71 442 140.52 155 140.52 441 6 140.52 155 140.52 303.08 50' EASEMENT 440 5 670.82 140.52 BIG HORSE FARM RD 155 140.52 439 4 155 140.52 636.84 185.66 597S 3 16 438 140.52 105 754.26 2 213.77 174.87 437 65.79 AC. 89.41 1 212 99.07 13.75 730S 16.01 92.08 35.93 37.24 13.01 23.20 2.11 Ac. 5.01 OUTLOT "A" 5 404.80 PETTINARO DR 10.63 32.16 AC.S AC. 17.03 243.83 423.69 1071.01 4.00 Ac. 4.77 Ac. CONDO PARCEL O 640.90 146.72 172.82 BAY FOREST C LU B, PHASE 4 PB 205-77 1150 REVISED PB 213-27 REVISED BY PB 216-25 17.01 50 475 1151 1149 96.02 19.34 50.50 474 476 1152 39.27 1148 30 1153 1154 442.33 5.00 AC. 477 473 25.50 1155 30 478 479 50.50 1147 30 796.28 480 1156 1157 39.27 50.50 472 1160 39.27 50.50 50 1146 481 482 18 50.50 485 96 30 1159 471 25.50 1134 50.50 50.50 30 30 50.50 1145 30 459 484 1071 39.27 1135 27 39.27 470 30 1158 30 30 96 5.36 Ac. 50.50 460 1133 483 50.50 549.08 1144 50.50 25.50 1136 39.27 458 38 50 CONDO PARCEL M 181.47 416.08 469 461 1132 1143 1131 50.50 1130 39.27 50.50 96 158.55 457 1142 468 1137 456 39.27 30 462 455 1129 CONDO PARCEL M 30 461.09 39.27 467 1138 454 p/o Parcel 1071 30 1128 15.02 39.27 1141 30 463 39.27 143.97 1139 25.50 360 1072 466 1127 453 389.20 120.35 464 30 50.50 210 REMAINING LANDS STREETS 50.50 452 10.92 Ac. 43.63 1140 30 50 .5 1 13.37 5 1126 50 .5 1 132.38 39.27 25 465 37.91 117.14 50 .5 1 70 70 18 451 70 50 .5 1 70 100 39.27 55 71.23 120 50.50 90.88 39.27 1045 70 1125 50 .5 1 1044 120 12 5. 00 120 12 5. 00 1043 120 70 1041 1042 120 1032 1074 120 120 450 1046 39.27 115.63 7.45 Ac. 942 50 .5 1 360 AC. 273 119.53 95 1124 389 1072 39 .2 7 50.50 12 5. 00 65 70 941 388 1047 120 272 385 386 387 449 50 .5 1 384 390 120 70 39.27 221 1031 71 .6 7 55 391 30 70 62.60 1123 940 70 70 71.22 1048 39.27 1073 71 .6 7 271 1092 12 5. 00 PB 202-70 70 391 p/o 50 .5 1 80 120 50 Streets Parcel 15.03 361 448 30 OPEN SPACE 417 39.27 71 .6 7 70 1049 70 1093 39 .2 7 392 50.50 120 120 1.11 Ac. 42.42 50.50 70 70 64.22 70 50 .5 1 65 70 12 5. 36 939 80 PB 202-70 270 120 65 393 1033 418 25 95 30 58 1054 71 .6 7 1055 65 12 5. 36 12 5. 00 59.50 120 1094 12 5. 36 1056 39 .2 7 1057 120 50 .5 1 1075 120 1053 362 120 95 80 120 70 419 391 70 12 5.00 1091 121.18 70 120 1052 39 .2 7 70 938 397 50.50 12 5. 00 269 398 120.06 944 383 399 35 .8 9 1034 1095 275 402 400 71 .6 7 401 80 30 1051 202.70 12 5. 00 120 396 420 50 .5 1 39.27 45.31 363 943 945 70 70 60 120 274 276 70 20 1096 12 5. 00 55 65 70 12 5. 00 50.50 51.24 12 5. 36 12 5. 00 64 .4 6 70 120 1050 1090 65 395 23 .2 0 64 .4 6 120 421 64 .4 6 39 .2 7 30 382 70 12 9. 86 50 .51 70 394 95 1097 937 71 .6 7 86.51 1035 946 268 42 11 70 422 277 70 70 42 .2 2 55 70 55 364 47 .4 9 956 64 .4 6 12 5. 00 287 70 50 .5 1 12 5. 00 1089 70 39.27 39.27 70 50.63 1060 1061 120 120 66 .7 3 1059 1098 63.77 1058 120 70 1076 120 65 12 5. 00 120 120 684.58 381 1062 423 36 5. 12 1036 771 .6 95 45.88 120 76.23 397.75 Ac. 4. 6 .4 64 936 1099 50.50 407 1063 365 267 406 39.27 405 947 50 .5 1 403 404 70 408 86 9. 12 278 66 .7 3 70 120 424 1088 120 12 5. 00 30 70 70 39 .2 7 70 271.79 955 PB 202-70 70 70 1064 1161 12 5. 00 BETHANY BAY CONDOMINIUMS, 46.00 AC.S 80 70 409 1037 1100 286 380 120 50 .5 1 30 OPEN SPACE 425 CONDO PARCEL P 366 25 71 .6 7 64 .4 6 65 95.03 28.86 410 70 12 5. 00 50.50 70 66 .7 3 70 65 45.87 935 HERON RUN AT BETHANY BAY 65 120 266 70 80 1101 212.04 1087 70 70 4.76 AC. 948 12 5. 00 1067 1066 p/o 426 279 50 .5 1 1068 99.70 1038 12 5. 36 379 1069 54.33 120 120 1077 120 120 1065 12 5. 00 95 120 & THE BLUFFS CONDOMINIUMS 1102 50.50 Parcel 15.03 954 70 .3 8 12 9. 86 367 447 71 .6 7 285 79 .7 3 2880S 70 427 32.65 411 120 1122 50 .5 1 70.55 412 413 30 416 415 414 12 5. 00 1086 61.35 1103 934 446 79 .7 9 949 265 174.25 46 .9 2 1039 280 70 12 5. 00 378 39.27 65 70 428 12 7. 52 65 70 1121 55 55.36 953 368 50 .5 1 52.93 43.59 284 63 .9 4 FOX DR 60.64 120 73 .4 9 445 12 5. 00 33 .3 3 42.49 10 2. 29 40.73 78.54 1040 127.06 1120 73 .3 7 47.77 52.25 952 950 44 .7 0 70 100.62 12 5. 00 12 4. 99 933 1085 51.08 70 70 283 281 70 429 264 70 70 120 30.11 57 220.34 444 80 .0 0 12 5. 00 30.04 91 .6 7 369 80 .0 0 52.51 1119 80 .0 0 377 1079 1078 51.63 1104 76 .9 3 1080 120 443 37.06 56 .1 7 1081 120 47.76 957 1083 1082 120 288 120 1084 120 430 1118 10 2. 71 120 51.63 30 48.20 442 951 932 30 4. 10 47.68 50.50 12 5. 00 92 .7 9 263 282 TRACK LN 55 .0 9 431 30 30 50.50 80 .4 3 372 371 370 1105 30 376 373 44.71 441 80 .0 0 375 374 47.20 440 1117 432 439 958 1106 39 .3 9 114 .2 1 19 3. 94 438 LOON WAY 289 433 12 5. 00 436 437 1115 434 97 .2 8 435 10 2. 22 1107 1112 1116 BAY FOREST CLUB, PHASE 3.1 PB 199-29 & REVISED PB 202-70 1111 1114 REVISED BY PB 205-72 30 2. 52 959 111 .9 5 1113 290 931 10 7. 80 262 15.03 1108 36 .4 9 1110 12 6. 30 1109 98 .5 1 86 .6 5 43 .0 1 5.56 Ac. 960 16 1. 05 60 .0 0 291 60 .8 6 OPEN SPACE - 32 .1 2 12 5. 00 14 6. 53 930 261 93 .4 6 60 .0 6 67 .0 4 961 18 76 .0 8 REVISED PB 213-27 292 14 9. 52 60 .0 0 30 .0 0 14 6. 53 30 .0 0 50 .5 0 50 .5 0 WATER TOWER, WELL, 12 5. 00 BAY FOREST CLUB, PHASE 4 PB 205-77 30 .0 0 60 .8 6 50 .5 0 41 .2 1 929 TREATMENT PLANT & 260 86 .6 5 21 00 1. 12 21 00 1. 12 00 1. 12 PROPANE DISTRIBUTION AREA 00 1. 12 55 .4 4 12 4. 63 21 00 1. 12 21 12 1018 16 8. 33 22 47 2. 12 10 19 349 962 60 .0 0 1021 10 20 350 300 35 1. 13 293 351 1022 352 66 .6 8 30 .0 0 353 1030 1024 10 23 36 .4 9 928 354 259 30 .0 0 355 96 .6 6 833 13 2. 24 12 1. 00 60 .0 0 30 .0 0 50 .5 0 30 .0 0 6.0 0 Streets 16 5.22 92.86 60 .0 0 50 .5 0 12 1. 00 83.31 30 .0 5 61 22 .9 8 12 1. 00 927 72.54 51 .3 3 6.52 Ac. 1025 258 12 1. 00 1.84 356 12 1. 39 70 70 68.89 43 .11 36 .3 1 87.97 834 10 26 98 .6 5 10 27 357 115 12 1. 00 358 12 4. 13 115 707 60 .0 0 27 8. 65 123.71 706 103.43 15 7. 26 708 1028 39 .2 7 PUM P 44 .2 3 AC. 87 .9 0 359 30 .0 0 44 .1 4 139.50 709 STAT I ON 94 .8 6 12 1. 00 710 58 .3 8 78 PHA SE 1 30 .0 0 60 .11 125 711 125 79 963 125 6 .4 60 294 125 80 712 60 .0 0 30 .0 0 926 0. 6 .4 60 103.47 40.79 997 257 81 64.70 88.43 80 .0 0 82 125.27 61 30 .0 0 328 12 0. 00 83 118 .5 3 125.05 44.74 113 .6 3 08 47 8. 10 12 1. 00 84 106.79 60 .0 0 70 31 81 .9 7 12 1. 00 24 2. 24 70 0 .0 30 713 30 80 .0 0 63.97 40.63 705 12 1. 00 99 6 1017 0 .0 30 30 223 327 952.87 60 .0 0 12 1. 00 348 59.72 60 222 12 1. 00 80 .0 0 10 16 92 .5 2 221 125.05 10 15 0 .0 30 964 85 77 50 .0 0 30 .0 0 347 99 5 295 121 346 220 890 0 .0 30 326 30 .0 0 12 1. 00 925 56 .8 5 256 125.68 906 12 1. 00 79 .30 121 1014 63.28 75.07 39.27 121 59.76 52.22 60 .0 0 345 88 .9 3 12 0. 00 12 1. 00 30 .0 0 41.10 121 5 .2 60 115.25 80 2 .0 80 39.27 887 Streets 35 .0 7 0 .0 60 60.61 30 .0 0 889 12 1. 00 1013 5 .2 60 20 4. 12 125.05 2 .8 49 344 994 888 46.74 12 1. 00 325 60 .0 0 998 29.98 10 12 79 .88 704 60 10 11 329 2.74 Ac. 343 77 .3 1 965 103.5 342 12 1. 00 12 1. 00 296 30 0 .0 30 53 .7 6 10 7. 77 94.04 60 .0 0 714 126.08 30 105.29 12 2. 48 67 .2 4 78 .6 4 735 736 1010 0 .0 30 220.27 703702 219 60 99 9 0 .1 76 76 341 22 .0 7 30 .0 0 924 50.26 65 330 1 .9 48 119 .2 0 86 255 128.42 124.44 886 0. 0 .0 30 103.42 30 .0 0 139.32 53.17 59.80 107 108 993 12 2. 48 324 74 0 .0 30 75 63 60 .0 0 10 00 125 121 64 59.18 331 218 10 3. 46 30 34 13 1. 71 16 8. 72 12 2. 48 105 30 3 .8 715 52.74 69.83 966 145 71 .9 0 121 60.62 297 58.48 121 9 .5 49 125 50 99 2 75 217 83.23 885 125 30 323 87 125 892 121 891 12 4. 61 60 .4 0 30 .0 0 30 1001 99 .9 3 121 76 .1 0 121 103.93 46 6. 18 12 0. 00 737 70 332 923 30 .2 2 80 701 734 884 893 254 216 99 1 80 125 70 224 34 .2 8 12 1. 20 322 80 28 .8 8 30 .0 0 109 60 30 225 14 9. 26 73 883 30 .0 0 716 70 106 226 30 .0 0 27 .7 6 78 .4 9 54 .1 2 63 60 .0 0 17 .7 9 70 30 .0 0 10 3. 46 60 .0 0 30 .0 0 990 967 112.42 321 125 125 298 34 13 3.25 58 .6 0 88 125 113 .1 4 13 4.85 54.85 63.00 76 .1 0 213.70 700 70 1002 13 .2 8 87 .8 2 738 333 15 .4 4 905 125 BAY FO REST CL UB, PHASE 2 SP 2.1 PB 175 -8 0 13 1.26 80 922 6 70 39 .5 3 12 0. 00 733 96 .4 6 10 04 21 00 1. 12 10 03 253 21 00 1. 12 80 00 1. 12 00 1. 12 10 4. 99 26 .5 4 53.96 335 72 00 1. 12 334 80 110 717 70 Open Space 6.01 105 BAYCLUB, 310FOREST 120-306 1 PB THRU PHASE 15 10 07 14 3. 73 BA YFO RE ST CL UB,PHA S E 2SP 2.1 P B 170 -3 8 10 08 70 1006 338 1005 34 .4 1 Phase 2 1009 339 337 63 336 125 52 .8 0 89 119.38 340 63 .5 8 989 227 12 6. 61 125 882 320 143.61 968 125 70 699 30 299 30 .0 8 34 .0 3 10 3. 46 76 .1 0 125 894 44 .2 3 30 .2 5 12 1. 56 739 70 60 .0 0 75 .9 6 30 .0 0 30 .0 0 98 8 215 60 .0 0 12 0. 00 732 80 71 63.98 30 60 121 319 54 .6 0 921 70 80 881 34 53 .3 0 252 718 96 .7 8 80 0 .0 50 12 1. 72 111 73.69 Ac. 228 98 7 78 .0 7 70 128.37 104 318 125 BAY FORESTCLUB, PHASE 2 PB 151-5 214 121 15 1. 60 90 880 42 .1 9 34 60 30 34 34.60 34 .7 5 76 .1 0 125 698 70 OPEN SPACE AREA'S 34 .0 7 895 122.15 229 62 .0 4 3.90 213 121 30 .0 0 66 .0 4 30 .0 0 986 125 66 .5 9 34 969 125 70 317 300 30 740 70 879 33 .6 8 95 .4 3 & S.W.M. POND 34.05 70 62.14 12 8. 11 10 3. 46 3.18 AC. 80 &PB 121-145 719 212 896 48 .0 6 731 121.15 78 .0 7 22 77 2. 12 80 230 920 29 77 9. 12 8 .8 99 70 80 112 00 1. 12 251 125 00 1. 12 00 1. 12 21 00 1. 12 20 38 0. 12 00 1. 12 10 0. 95 60 00 6. 12 91 103 121 897 985 98 4 316 76 .1 0 55.30 98 3 70 17 3. 65 697 314 315 97 9 98 0 982 AC. 832 132.07 981 78 .0 7 125 125 978 310 311 313 970 70 312 125 309 12 0. 00 301 104.58 70 69 9.19 Ac. 720 741 905 26 .2 9 34 22 .0 1 10 3. 46 730 80 34 70 62 .0 4 80 919 105.37 30 .0 0 30 .0 0 66 .0 4 75 .6 0 80 113 66 .5 4 78 .0 7 250 20 119.19 92 102 34 .0 1 125 BAY FOREST CLUB, PHASE 2 SP 2.2 PB 193-19 10.01 Ac. Open Space 60 50.15 14 8. 33 898 12 8. 11 971 231 25 .2 8 878 50 .9 2 125 211 80 .0 0 302 696 70 Phase 2 80 .0 0 76 .1 4 125 80 .0 0 80 .0 0 123.19 70 125 70 p/o 905 721 74 .9 1 CONDO PARCEL H 121.28 62.14 68 12 0. 00 10 3. 46 70 742 30 210 60.23 972 918 30.07 899 232 303 249 729 80 80 93 120.89 2 .7 119 20 00 0. 12 80 PHASE 1 122 00 0. 12 46 .9 5 18 5. 32 114 125 877 0 .0 95 00 0. 12 10 9. 18 101 30 209 34 973 125 30.02 900 974 74 .9 1 233 975 304 695 70 30.02 976 305 122.07 977 306 10 3. 46 125.61 307 876 817.71 308 70 70 722 18 9. 75 125 34 75 .6 0 125 208 70 10 3. 45 67 60 30.23 56.47 234 63 .1 9 94 743 875 901 39 .2 7 80 917 80 45 .4 7 248 728 55 .0 0 46 .0 0 80 125 76 .1 0 80 47.56 80 914 125 115 125.35 60.81 100 694 70 245 56.12 76 .1 0 39.27 45 .4 7 70 70 14 5. 03 45 .4 6 723 50 .0 0 13 3. 46 76 .1 0 90.18 125 15 .6 0 79 .1 6 70 66 80 125 30.54 80 95 47.06 61.07 744 125 235 10 7. 80 80 42.47 727 16 8. 15 913 125 80 60.37 90.17 44 62 4. 14 70 244 80 693 902 13 041. 361.95 116 30 70 126.76 912 70 916 724 13 5. 27 236 243 99 13 5. 00 915 874 247 60.76 135 911 135 910 246 99 .3 3 70 65 242 125 907 908 909 241 19.04 126.50 240 96 125 60 207 30.05 239 60 238 75 .11 125 745 60 903 125.67 237 125 30.03 10 3. 27 726 115 .9 9 18 7. 63 85 70 121 873 33 .8 0 70.07 60 692 904 10 0. 45 206 117 56.39 95 .8 5 30 82 .9 7 725 70 98 80 .0 0 80 .0 0 64 110 .2 0 39.27 122.43 61.36 100 39.27 3.07 Ac. 70.07 872 113.49 97 100 205 125 125 17 .1 3 Revised PB 117-7 60 30 .9 0 56.10 490.18 691 116.30 70 75.42 106.74 70 63 92.44 831 30.23 13 41.44 35.24 39.27 STARLING RD 871 125 123.79 30.02 59.67 275 18.71 870 60.39 204 869 103.95 125.63 9.85 Ac. 60 203 95.02 59.67 18.71 122 868 30.28 379.29 30 202 CONDO PARCEL G 121.26 232.36 30 201 24 78.34 125 PHASE 1 125.93 60 441.08 690 829 70 70 62 939.09 188.51 4.53 Ac. 125 CONDO PARCEL B 689 527.78 PB 153- 52 215.65 19.02 70 PHASE 1 70 61 TANAGER DR 125 47.83 AC. 688 42.01 70 70 SUSSEX COUNTY 128.67 60 729.09 PUMP STATION 110.75 125 421.29 #276 50 373 OPEN SPACE AREA 50 687 50 59 74.72 404.42 39.27 830 50 78.58 50 92.63 924.01 137 25.78 39.27 55 35.95 105.68 835 50 24.75 25.78 37 .5 6 103.42 115.19 414.33 41.17 139.55 38 .2 0 145.84 PHASE 1 7.47 Ac. 39.27 100.01 143.55 102.16 375 STREETS 39.16 36.31 16.73 Ac. 62.61 39.27 746 101.92 87 39.27 51 125 118 105.68 CONDO PARCEL F 361.95 25.78 125.84 46.87 25.78 822 125 39.27 55 98.37 804 123.63 PHASE 1 414.33 79.69 92.63 628 850 62.73 39.27 55 92.49 54.76 79.38 194 747 PB 99-209 87 102.50 81.68 24.75 1 176 115.19 128.60 64.77 15 66.36 OPEN SPACE AREA 125 325 119 137 35.95 88.02 75 125 39.37 1 851 125 376 125 83.94 PB 99-108 80 821 39.27 39.27 80 65.76 80 84.15 80 54.62 83.31 88.03 80 80 75 849 16 326 95.29 193 748 55 121.88 66.36 137 54.09 69.14 81.68 100 629 127.75 75 2 39.27 668 100 14 75.04 124.59 667 120 50.02 665 125 125 129.77 125.96 47.87 46.63 660 661 663 664 125 2 SWM POND AND OPEN AREA 121.88 125 662 125 40 20 75.11 75 125 39 327 112.63 852 88.94 38 P/O 15.00 818 125 125 137 33 125 820 97 73 34 35 36 37 50.59 817 OPEN AREA 125 3 109.74 848 749 75 73.13 17 190 66.37 115 192 100.88 39.27 BYEWOOD MANOR PB 118-240 & 121- 119 397 60.03 56.26 57.35 80 189 121 659 55.80 75 72.53 180.23 80 80 81.07 1.41 Ac. 140.02 328 81.68 88.94 80 13 125 137 85 80 630 75.06 80 49.84 125 74 111.8 130 32 35 75 125 853 816 125 4 47.02 75.06 124 3 114.13 35 121.88 75 860 819 132.93 66.36 750 75 10 160.52 39.27 122.87 847 18 861 188 329 396 398 85.98 125 80 92.98 35 137 79.67 80 80 82.12 173.56 80 75 191 638.75 122 81.07 123.69 5 5.25 AC.S 12 125 142.48 101.76 81.68 75 65.08 859 25 125 72 86.12 39.26 80 631 658 125 198.18 84.33 103.84 125 854 35 75 43 399 78 330 10 686 66.36 31 682 4 26 137 86.03 683 684 685 49.12 751 89.15 92.98 75 24 54.78 395 125 19 41.96 143.30 58 846 49.12 815 6 67.15 119.88 64.60 125 54 50.05 123.11 125 55 56 125 57 135.99 147.58 123 100 75 90.92 121.88 125 71 81.07 55.31 125 123.31 81.68 11 125 106.35 64.81 187 75 98.29 78 41.91 331 100.65 118.32 394 66.37 80 125 80 29.92 632 125 55.31 814 80 103.84 855 858 7 85.98 81.95 74.95 752 80 78 138.90 144.56 657 72.92 862 335 80 75 30 5 81.84 70 393 681 29.92 669 845 23 186 11 80 20 92.03 0 149.11 27 SWM POND AND OPEN AREA 125 124 1155.40 124.61 53 41 82.04 813 141.38 75 120.01 94.69 40.01 66.75 81.68 150 125 81.07 P/O 15.00 86.08 66.36 49.03 69 10 125 72.30 332 63.59 54.45 89.10 58.84 126.17 70 753 8 72.91 80 633 125 80 125 122.73 82.04 102.16 185 410 334 67.70 125 656 6 863 812 10 90 856 144.03 69.51 165.76 70 125 66.37 125 214.06 20.5 77.60 90.20 680 20.01 29 120 844 857 75 811 99.67 21 125 184 670 80 162.23 75 92.03 52 150 28 70 754 81.68 93.41 72.56 80 95 75 125 42 81.07 125 75 9 810 66.36 41 51.05 12 67.70 SWM POND AND OPEN AREA 52.74 22 183 72.91 125 20 333 9 866 78.58 47 95 80 128.83 75 634 75 115.59 1.84 Ac. 125 125 126 P/O 15.00 84.64 1 426.64 75 864 267.30 125 7 809 13 655 55 182 66.37 679 755 192.65 81.68 125 70 120 82.63 403.37 336 39.27 168.51 90.20 28 69.26 29 865 808 125 75 14 39.27 92.03 51 71.17 843 181 67.70 671 175.35 127 80 150.34 197.94 66.36 337 72.91 70 56.73 867 125 125 43 30 120 31 125 756 2 15 80 75 50 75 324.42 8 807 338 128.18 180 842 70 150 635 70 125 654 82.63 81.68 678 125 80 75 75 128 75 27 73.71 8 71.48 32 179 757 166 44 339 67.26 150 78.37 90.20 50 124.15 841 70 158.20 20.10 120.21 806 125 7 75 72.91 92.03 80 340 125 125 672 187.31 75 75 758 125 70 129 81.68 94.18 840 66.02 75 70.40 44 82.64 125 115.5 3 124.28 677 158.63 63.67 275.07 71.36 178 100 653 81.26 6 125 759 130 21 110.10 75 78.91 636 839 805 75 70.40 80 75 125 49 100 124.42 81.74 26 66.02 105.02 44.01 158.20 LAND OF PLE ASANT LIVING P B 9-78 72.91 90.20 84.25 36 100 125 57.45 9 5 760 40 75 131 306 20 125 100.23 676 125 70 318 75 838 177 125 22 185 124.96 124.56 80.56 115 111.74 761 4 82.38 132 91.44 48 7 45.52 45 652 675 70 109.87 19 125 673 173.08 837 66.05 377.47 192.53 71.89 75 125 184 80.73 186 115 VILLAGE SQUARE PB 30-111 674 206.52 124.69 133 .34 AC 1.80 Ac. 115 25 50 762 295.47 125 3 47 126.78 114.87 125 46 45 70 165 1285.57 A 637 836 36.89 61.86 45.07 100 95.71 80 75 81.26 274.93 124.83 187 167.53 90.19 80.41 80.73 74.27 82.11 134 10 8 102.20 125 418 105.82 7 651 2 763 25.88 200 23 81.32 95.70 100 75 100 121.68 71.89 161.56 39 1 125.80 39.2 H 95.70 158 24 64.60 39.26 319 803 OPEN SPACE AREA 92.30 80 425 158.86 36.89 42.22 33.02 317 135 58.12 146.97 102.95 51.43 58.11 128.32 125 19.01 106.17 80 106.99 5.50 AC.S 45.06 80 187.98 71.89 6 175 20.56 AC. 181.53 88.94 31 650 125 764 37.02 105.26 6 93.19 107.13 186.2 638 61.11 71.89 73.91 90.91 70 85.22 212.89 94.26 82.64 47.93 131.26 151.44 60 22.34 67.5 23 205.43 24 182 125 100 72.33 175 71.89 11 802 41.50 136 125 45.01 41.20 42.22 42.47 B 649 100 106.17 257 9 1 108.97 10.11 200 97.01 29 419 102 88.94 53.48 125.36 110.00 213.84 115 258 30 22 145.99 108.96 105.61 115 320 174 80.40 125 256 22.26 107.09 648 37.01 45.02 5 I 105.35 125 1 28 125 66.02 100 142.07 39.2 90 316 45.05 103.80 768 50.36 39.2 21 164.6 22.33 426 21 647 2 4 32 125 646 639 131.14 6 255 5 94.09 88.94 125.63 5 82.64 81.6 101.18 115 75 100 110.00 106.96 158.71 20 25 87.50 801 140 37.90 21.22 19 72.96 12 381.26 90.91 158.7 22.24 765 135.93 75 210.89 95.82 141.83 184.81 95.92 9.90 37 50 106.92 75.72 7 23 183.3 88.94 193.86 173 124.59 157.08 228.18 45.03 61.08 181 259 95.61 163.84 39.2 141.01 100 53.48 115 22.25 75 66.02 37.90 90 100 131.86 50 125 3 145.61 80 150.72 47.95 97.01 39.2 84.19 137 100 120 3 C 125 76.69 150 21.14 769 100 100 175.15 114.46 95 122 10 45.04 95 50 75 85.51 21.35 81.67 369.85 321 385S 26 130 17 75.00 2 113.7 1224.67 73.49 640 767 766 111.59 4 75 J 800 141 173 96.64 39.2 645 82.64 39 146.64 77.80 427 13 58.10 87.38 132.61 37.5 18 315 125.63 102.73 235.64 289.16 111.99 D 180 260 16 115 87.96 139 125 19 267 4 172 66.02 138 65.13 115 18 146.96 245 191.38 50 2 106.87 141.09 175 120 22 421 100 770 100 125 125 100 C 106.92 70 79.16 174 46.04 64.2 180.45 214.18 169.90 103 131.86 120 244 246 142 75.06 95 80.73 58.4 22 213.92 45.50 27 95 298.55 3 27 39.27 111.68 75.05 140 22.39 57.95 106.99 D 103 11 799 18 175 54.2 69.27 95 85.61 261 115.51 80.73 641 126.05 16 39.27 95 38 71.52 322 73.67 179 19 21.20 22.23 252.7375 115 533 74.7 644 35.43 14 171 71.80 175 1 21.18 33 K 125 428 20.13 75.06 100 95 127.83 48 17 35.43 771 100 54.1 46 120 118.1 123.2 85.61 243 21.05 169.88 125 150 141.7 100 77.95 17 46.03 79.56 95 100 125 58.08 21.17 178.47 15 267 28 39.27 189.96 24 100 41.67 120 143 100 147.81 88.8 172 368.69 100S 100 PB 202-75 OPEN SPACE 249.64 75 106.5 100 95 110 106.92 177.58 642 3 53.11 125 90 20 37 798 115 178 643 75.06 13.79 69.14 100.2 4 26 AREA 267 133.34 21 16 98.89 1.12 AC. 75 219 15 127 170 1 95 126.01 126.01 772 70 70.29 100 101 267 422 E 12 242 105 100.2 85.61 85.61 14 51.73 100 21.16 22.21 100 171 262 218 115 268 125 70 246.55 100 70 103 323 29 10 53.65 100 144 5 21.19 75 11.80 115 11 34 429 L 107.09 75.61 1503 75.61 125 116S 39.27 100 47 797 34 100 100 46.01 115 177 90 110 1.67 21.06 100 267 100 100 21.03 13 62.34 25 101 106.96 53.65 OPEN AREA 175.3 145.14 129 42.82 100 169 773 DB 4383-94150.12 243.46 170 2 220 106.92 318.53 36 100 313 70 100 100.2 125 120 6 220 20 174.71 70 75 263 5 98.89 145 100 529.45 115 9 18 22.16 F 88.75 796 30 Ac. 101 4 106.63 100 115 200 39.27 21.24 125 12 75.89 115 100 241 100 35 125 33.01 100 211 100 271 M 1.13 AC. 176 100 21.23 423 108.07 100 127.97 103 795 168 369.09 25 100 OPEN AREA 107.09 324 75 564.67 221 35 774 33 75 100 430 70 100 21.10 100 26 2 3 46 13 99.34 264 98.89 237.28 120.56 7 70 168 8 200 101 125 167 11 1 115 106.96 146 100 36.07 794 70.93 3 A 192.82 100.2 172.13 150.12 115 210 19 24 125 115 19 125 49.60 137.04 240 6 267 100 1 106.92 171.83 101 63.99 76 100 96.26 54.67 27 79.01 39.27 2 100 130.49 100 100 22.18 22.17 103 G 100 34 22.27 166 70 680.01 21.25 775 10 4 100 165.63 100 150 105.59 110 8 222 103 N 265 424 70 7 39.27 125 1567.51 793 21.15 21.31 100 36 99.34 895 117.88 125.59 60.66 828 147 100 3 100 166 2 107.09 239 21.07 45 431 267 90.22 90 80 100 143.02 50.44 184.21 125 59.27 32 101 124.51 78.34 28.94 90.73 100 100 100 9 58.67 165 52.49 196.99 20 106.96 100 150 112.09 100.2 100.2 200 4 110 87.32 155.5 18 70 7 23 168.96 125 823 776 5 55 100 100 20.02 60.66 136.52 100 117.55 209 39.27 39.27 101 106.92 230.33 266 6 301.54 168.96 70 177.92 312 897 49.61 100 270 127.16 207 21.26 22.11 103 792 223 33 22.04 148 113.43 5 827 238 PB 9-78 21.32 80 4 195 150 1 206.44 5 100 103 125 9 PB 69-200 31 100 46.79 1 72.49 936 3 202 115 267 21.3 99.34 136.56 22 100 2 26 125 48.82 35 37.54 21 102.21 160.48 200 37 100 135 55 1 140 164 21.33 117.19 39.27 898 6 44 140 60.66 199 200 100 20 777 22 937 100 101 6 49.61 100 224 100 115 106.44 206.03 4 100 28.13 125 100 115 28 30.58 87.79 113.23 100 36.84 S W M P O N D A N D O P E N A R E A 75 23 23 100 21.12 P /O 1 5 .0 0 125 110 17 8 22 88.60 58.72 899 100 210.43 149 119.54 7 60.66 114.18 98.58 100 102.15 101 22.15 824 75 100 225 193.23 938 115 B 22.13 12.57 125.77 80 100 10 237 3 100 7.58 110 21.27 103 43.51 32 39.2 791 143.04 100 22.08 100 22.30 25.55 Ac. 214.36 22.31 184.21 100 1 135 100 100 21.01 100 144.96 939 75 900 8 103 826 236 7 30 90 80.65 100 226 21.08 99.34 196 2 BYEW OOD MAN OR PB 118-2 40 75 163 56.98 100 115 38 65 179.24 778 2 135 100 68.40 940 75 11 100 60.66 125 825 100 101 198 93.34 80 901 115 43 125 21 9 100 100 235 29 STATE OF DELAWARE 125 98.59 100 113 935 100 227 150 135 115 100.2 125.41 1.23 AC. 3 100 107 16 9 21 39.2 77 130.57 941 75 197 75 100 790 12 100 100 67.1 57.54 267 101 145.20 902 10 115 119.46 4 135 B 234 228 100 21.28 100 75 60.66 942 75 22.14 74.96 779 75 75 100 100 100 22.37 103 60S 8 22.32 162 125 37 100 200 135 21.02 99.34 13 100 21.09 103 184.21 5 100 30S 903 115 64 233 39.29 5-B 943 75 11 88.89 115 77.02 19 .9 3 124.26 151 94.03 25 99.91 75 75 21.04 441.83 974 100 39 24 100 100 94.08 789 4 6 135 100 22.01 135 100 29 140 100 14 64.01 42 22.38 5 60.66 33.67 36 944 75 100 100 75.19 115 31 100 33.67 780 268 20 934 75 904 12 232 15 131.2 30 5-A 21.52 7 135 118.54 60.66 161 46.20 135 945 100 100 10 20 98.62 410.86 75 158.26 1241.75 973 35 100.45 6 118.3 78 75.18 100 15 100 100 75 145 115 93.07 7 145 152 905 75 S 231 40 100 21.34 125.01 75.05 22.09 41 8 788 48.52 8 135 13 110.3 100S 84 119.31 781 946 75 135 34 100 107.02 129.22 145.2 400 100 135.02 100 80S 6 WEST OCEAN FARMS 972 75 75 100.45 107.02 75 115S 16 86.62 75.4 100 787 786 135 9 115 80S 101.38 100 135 160 PB 181-42 75 906 230 153 100 947 14 21.13 103.6 125 33 PB 116-329 125 115 75 75 100.97 134.97 100 100 22.36 114.02 143.50 75 970 100 100 75 S 19 22.35 11 159 158 79 10 135 48 134.92 32 948 17 75.25 99.23 100 75 100 125 135 129.01 100 933 75 75 907 15 75 109.7 75.10 971 135 130 11 22.07 19 C 11 100 100 128.4 31 269 108.14 135 75 14 22.10 70S 22.28 13 969 949 136.53 12 21.21 78.48 100 57.02 75 75 21.30 100 47.92 100 103.1 32.2 105.45 136.95 125.55 35S 100 75.11 135 908 10 122.39 3 100 12 135 16 21.29 9 105.3 42.32 115 30 950 75 100 WHITE'S NECK VILLAGE 4.75 968 128 50 782 13 122.80 115 80 4.76 75 75 100 75 69.6 13 135 785 42.40 129.02 100 100 29 951 100 113.19 135 75 131.7 123.3 75 909 42.25 123.55 154 147.02 129 7 967 145.11 100.07 125 75 166.9 2 75 111.04 121.50 14 100 75 14 135 157 100 932 22.20 28 952 75 17 18 975 75 135 99.36 165 100 100 100 966 PB 8-468 115 75 75 783 75 18 784 8 15 135 100 22.12 115 81 1 135 27 953 75 125 75 22.03 100 100.49 100 976 965 100.36 128 135 75 198.1 PB 181-42 75 136.8 155 75 910 87 156 16 135 22.29 100 Change of Zone2 135 79.18 100 63.98 977 26 954 101.40 129.03 115 100 102.83 75 75 964 135 17 100 12 75 128.8 75 22.05 100 89 75 17 135 12 146.76 100 3 978 25 17.31 147.22 75 135 955 16 115 100 75 963 39.27 75 22.06 844.11 119.25 115 11 931 135 75 15 17 186.02 4 75 18 135 112.2 127 210.52 979 135 24 38 92.74 75 962 135 166.52 75 75 75 14 124.01 125 75 100 100 15 403.86 5 23 13 100 135 1 100 980 956 111 75 961 135 19 25 75 75 75 75 74 89 100 6 75 115 16 135 981 136.25 90 960 135 22 999 75 189.25 75 75 75 144.07 PB 106- 3 PB 8-481 100 7 168.50 37.89 930 24 135 982 135 21 124.02 126 16 75 959 135 38.32 75 75 D 75 44.67 22.52 8 20 77.51 86 135 101.40 9 23 135 983 958 26.01 135 998 75 90 82 100 75 77.24 58.52 75 174.92 38.08 9 153.21 75.26 22 150 135 135 984 75 SUSSEX COUNTY 39.27 76.39 997 957 75 75 10 75 21 985 100 72.01 135 155.38 135 141.31 996 PUMP STATION #309 76.28 929 291.68 55.94 100 µ 77.01 75 75.40 11 50.19 AC.S 103 15 91.93 193.93 126.40 20 37 150 135 Application10 #1795994 986 23.34 124 30 75 75 913 100 12 39.27 19 135 100 Legend 81 135 55.20 85 429 73.89 130.11 20 60 10.66 Ac. 4.40 20 100 928 75 75 13 18 100 60 150 60 80 987 102 14 993 75 AC.S 40.46 75 914 104 39.27 17 123.33 927 14 83.57 29 17 100 80 135 120.04 50 21 75.43 128.92 100 30.73 13 60 171.56 40 100 926 143.59 118.36 145.78 19 125.45 80 135 16 39.27 85 Tax Parcels Medium Residential - MR General Commercial150 991 - C-1 137.34 101 212.96 12 15 39.27 2 81.03 85 127.54 50 11 123 28 83 80 990 135 187.98 100 105 925 265.47 100 75 111.86 134.41 100 10 100 80.02 152.42 105 200 11 129.63 989 915 100 924 80 100 12 100 18 100 1096 105 36 106.98 75 100 129.97 80.03 1 10 131.02 155.38 100 1154 10 100 A 923 39.27 59 13 100 103.89 1097 122 160 85 Subdivisions 91.68 General Residential106 - GR27 35 Commercial Residential - CR-1 100 8 9 23.34 80.03 129.45 398.43 1010S 113.66 9 100 100 922 916 100 100 72.27 14 100 100 1098 100 1095 105 100 17 8 2 52.03 105 84 80.02 127.88 107.81 103.48 100 268.99 94.52 1155 28.84 102.54 99 87 120 100 100 140.47 7 72 7 1099 80.01 38.88 AC. 9 121 107 26 920 9 100 102 34 200 917 100 74.84 26.24 100 70.01 100 150 100 6 SWM POND AND OPEN AREA 100 87.02 3 1153 65.57 8 100 41 80.15 919 100 Roads 100.81 High Density Residential105 Marine - M 139.92 1354S 100 1094 16 P/O 15.00 105 85 127.54 107.81 1156 1100 98 100 100 5 542.85S 105.18 72.12 100 201.06 80.79 120 63.99 918 100 99.77 8 19 34 108 102 10 25 153.26 137.41 120 100 33 100 100 208.7 29 52.29 15 100 100 4 73.02 100 7 88 1.57 100 100 95.46 26.25 1152 105 15 220 150 100 1093 86 240.3 100 75 113.951119 105 89.55 73.94 1101 97 77 43 162.19 1157 100 100 Agricultural - AR-1 Vacation, Retire,120 Resident - VRP Limited Industrial - LI-1 44.57 28 7 109 124.4 118.06 136.13 100 18 33 24 217.8 100 119 101.1 AC. 11 1120 100 100 39.27 1.00 Ac. 100 106.85 42 100 16 100 136.13 73 100 6 100 91 100 6 14 70 1151 120 84.30 105 40 17 BANKSVILLE PA RK P B 8-410 95 1092 105 57.29 134.92 99.29 100 95 1118 89 173.21 1102 108 100 96 16 RECREATION AREA 1158 100 103.29 1920 174.6 100 5 120 92 195 100 32 6 110 23 78.81 100 413.1 1121 39.27 39 12 17 100 118 100 100 128.78 1919 160 100 170.86 15 28 46 17 100 32 62.79 237.22 18 154.9 109.85 Agricultural - AR-2 Neighborhood Business - B-1 100 Light Industrial - LI-2 86.14 1127 100 90.34 20 39.97 14 110 1091 5 A 1918 120 13 108 90 160 1921 100 1150 95 95 105 104.29 120 1117 105 95 137.13 175.96 1263 73.9 107.11 1103 103.29 75 38.38 1917 13.27 AC. 100 150 103.10 21 31 4 26 110.46 69.30 100 120 73.01 136.34 55.95 22 13 160 68.34 114.01 1122 5 111 103.29 104.94 100.49 100 31 38.57 100 1026 5 134.07 75 110 1159 100 76.78 136.13 33 18 100 117 100 85.69 100 3 1916 55 100.03 31 1126 100 148.81 93 6 30 24 110 1090 4 12 1025 73 13 75 120 21 134.28 100 100.76 397.52 136.13 75.67 70.69 1261 122.81 1116 78.01 100 148.42 95 105 72.07 129.09 32 16 95 1104 105 Heavy Industrial - HI-1 7 100 50 1128 100 53.03 100 1027 1024 75 120 4 30 134.47 238.65 39.27 1262 110.08 100.03 92.47 30 112 60 1149 42.30 176.72 109.49 2 85 75 100 SQUIRREL'S RUNII REVISED PB 34-146 110 100 8 1123 4 154.15 85 47.50 74.45 54.17 75 142.17 1260 31 100 116 78.01 130.20 74.54 1023 19 100 134.68 SQUIRREL'S RUNREVISED PB 32-222 66.99 31 1125 93 107.88 94 110.03 32 100 75 100.03 110 95 1089 68.53 9 3 11 45.55 75 1264 100 39.27 100 107.22 100 90.87 1028 1022 85 129.65 1160 3 1115 1 135.35 1129 1105 105 100.59 91.68 39.27 1259 95 75 14 105 10 30 33 100 100 78.01 162.28 85 120 131.31 1 851 3 71 136.03 201.57 114.88 27 29 110 78 109.52 12 1904 120 110 97.63 22 110 100 75 100 104.95 126.30 97.06 11 29.6 20 100 75 106 46.01 1135 113 35 1029 852 WHITES NECK ROAD 90.17 15 93 115 19 1265 136.70 39.08 56 1258 43.01 SQUIRREL'S RUNPB 30-269 87.78 1124 100 32 39.27 100 29 82.15 95 1915 57.07 75 1088 164.96 23 1148 2 78.01 119.11 75 853 20 72.07 132.42 1922 25 110 0 255 510 1114 1,020 1,530 2,040 174 149.32 100 102.68 70.31 1130 1106 98.44 78 35.36 100 22 53.03 1065 125.33 60.95 100 100 105 1030 21 162.19 100 87.66 60.41 36 148.81 1923 1266 110 1257 59.37 120 2 35.36 100 28 75 150 100 57.76 1147 36.85 35.53 854 151.77 112 118.95 170.86 BOWERSET PB 8-311 115.76 1134 100 129.26 1275 1924 150 75.03 29 39 100 1066 23 74.40 90.44 SECTION D PB 8-553 21 133.52 96 75 37 90 98.49 114 65.89 85 21 20 95.89 100 1031 78 1064 17 18 100 100 74.57 128.63 90 1087 11 115 40 109.01 9 75 64.42 1 101 Feet 150 10 1297 54.66 28 33.02 39.87 129.57 103.56 74.38 8 1113 45.55 1298 140.08 1274 1131 1107 62.31 100 93.38 1136 38 7 150 36 D RECREATION 39.27 1267 100 100 1 148.74 41.69 6 100 11 156.60 185.58 39.27 5 65.80 100 2 150 70.01 1161 120 1068 132 150 27 78 4 150 18 1 300 89.75 133.07 1998 150 3 100 1914 150 150 112 75 12 AREA 19 150 B 100 120 174.76 150 32.53 34 50 150 100 100.54 122.38 1133 2 100 85.66 100 138.06 100 141.21 109.56 11 100 22 76.17 132 85 1146 1145 100S 1063 89.25 2 39.27 5.70 AC.S 90.95 12 894 100 38.69 2007 45.54 90 100 2005 2006 100 115 1086 2.07 AC. 2.07 2004 1268 117 38 96.08 72.42 101 83.28 96.42 100 90.14 78.84 2003 1272 1137 108.37 2002 17 16 35 37 103.66 150.10 2001 RECREATION AREA 88.36 1 1112 1108 RECREATION 100 3 100 PB 118-58 11 893 170.86 1999 2000 100 1032 100 100 1162 100 115 73.42 16 151.90 100 96.17 116.71 154.62 100 46.01 26 79.97 1075 2 85 75.02 12 93.38 120 24 100 AREA 13 24 85 212.36 39 46.52 4 75 106.46 27 75 1299 1269 10 82.15 105.11 1132 23 1062 10 100 1296 15 892 23 75 124.49 Source: Esri, DigitalGlobe, GeoEye, Earthstar43.01 Geographics, CNES/Airbus DS, 1141 14 44.49 1997 1 75 19 132.90 100 1074 22 49.9 75 120 177.32 100 101 100 132.91 173.78 75 100 100 52.60 1927 1905 75 1186 96.08 36 56.63 9 164.85 1144 1 inch = 895 feet 1076 110 100 69.01 100 100 10 2.44 1276 61.75 25 300 75.61 1926 119.05 39.3 1111 158.96 60.41 100 88.86 106.74 100 100 1925 163.58 1270 100 47.27 100 1073 125.17 134 33.03 70 60.30 1163 1143 42.32 150S 67.03 100 8 1913 Ac. 12 13 13 100 B 100 168.41 35.53 25 14 131.14 164 95.97 139.64 79 40 1138 1109 63.43 1061 94.24 82.92 39.2 55 5.39 AC.S 100 100 37 6 100 79.91 50 120.09 9 64.42 100 120 1140 7 122.78 105.96 115 101 1071 75 1277 110 100 91.75 75 39.2 24 50 111.94 1185 100 75 35 1077 39.2 100 1280 1271 27 100 50 204.48 100 83.62 10 79.62 41.54 75 39.2 11 83.01 22.83 1069 93.38 100 125.3 100 96.08 134 154.32 70.37 69 36.18 39.52 169.35 85 75 100 58.32 1033 100 94.47 170.86 114.18 15 94.92 65.80 36.21 87.58 1070 79.32 125 39.2 1995 20 23 100 57 66.94 14 1164 1902 53 38 15 75 115 1994 46.01 110 57.40 128.35 100 50.03 1985 1996 124.53 154.28 1060 34 6 1984 1295 1281 1279 70.39 26 101.64 1110 B 75 USDA,B USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS 1982 1983 21 1142 1868 75 164.98 39.27 8 101 56 8 1972 1973 9 100 92.06 134 164.55 112.50 103.74 45.54 150 150 41 34 1078 70.82 150 100 25 100 115.53 1184 75.57 100 100 100 100 182.36 140 125 125 1034 100 150.37 6 92.90 93.39 124.93 50 1139 46.52 39 1321 1912 3 150 107.77 1187 100 5 7 94.92 109.92 88.36 150 1294 22 1282 100 127.63 100 100 89.75 55.40 100 100 150 1320 125 89.36 54 150 84.12 150 75 8 1278 75.86 100 74.55 16 100 125 51 1165 129.36 100 7 52 1059 140 9 6 100 7 15 93.38 1901 40 82.89 27 134 100 100 1906 8 5 92.46 100 113 103.76 101 1318 112.5 7 79 92 37.59 107 1035 75 88.41 161.84 105 41 5 80 1293 24 1283 7 98.36 138.8 1903 40 1079 94.92 112.09 75 100 33 131 33.81 100 1971 100 1183 79.90 100 100 75 100 50 75 1300 RECREATION 140 69.54 7 6 251.46 79.97 58 161.33 121.56 67.68 176.67 100 A 29 42 63.44 42 100 100 30.73 110 75 67.67 239.49 100 4 134 125.96 5 4 96.97 100 97.28 75 17 176.35 263.40 4 1292 26 1284 110.24 AREA 1193 100 1058 150.47 14 120.68 1166 107.24 41 1036 100 75 1317 190.76 68.89 132 1910 User Community116 16 8 100 100 101 39 75 162.76 1993 59 9 100 43 75 51 A 75 1314 162.76 107 140 75 32 150.96 4 1986 31 100 1867 1900 58.31 56.70 1909 108.80 100 112.50 1301 100 6 100 1080 140 153.63 1907 1188 100 1316 1908 1981 1291 100 113.59 100.63 1315 75 28 1285 44 75 250.78 9 89.58 206.57 4 1974 47.81 1182 134 1322 75 100 43 100 162.76 62.08 75 75 100 109.99 1037 150 13 52 82.36 1861 42 38 2 75 33.01 110 1911 100 1302 100 105 1057 Introduced 2/02/16 Council District No. 4 - Cole Tax Map I.D. No. 134-8.00-15.02 and numerous other parcels 911 Address: None Available ORDINANCE NO. ____ AN ORDINANCE TO AMEND THE COMPREHENSIVE ZONING MAP OF SUSSEX COUNTY FROM A MR-RPC MEDIUM DENSITY RESIDENTIAL DISTRICT – RESIDENTIAL PLANNED COMMUNITY TO A MR-RPC MEDIUM DENSITY RESIDENTIAL DISTRICT – RESIDENTIAL PLANNED COMMUNITY FOR THE PURPOSE OF CORRECTING THE NUMBER OF UNITS FOR A CERTAIN PARCEL OF LAND LYING AND BEING IN BALTIMORE HUNDRED, SUSSEX COUNTY, CONTAINING 385 ACRES, MORE OR LESS WHEREAS, on the 1st day of October 2015, a zoning application, denominated Change of Zone No. 1795 was filed on behalf of Bay Forest Club, LLC c/o Natelli Communities, Inc.; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Change of Zone No. 1795 be ______; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County has determined, based on the findings of facts, that said change of zone is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article II, Subsection 115-7, Code of Sussex County, be amended by deleting from the Comprehensive Zoning Map of Sussex County the zoning classification of [MR-RPC Medium Density Residential District – Residential Planned Community] and adding in lieu thereof the designation of MR-RPC Medium Density Residential District – Residential Planned Community as it applies to the property hereinafter described. Section 2. The subject property is described as follows: All that certain tract, piece or parcel of land lying and being situate in Baltimore Hundred, Sussex County, Delaware, and lying east of Road 347 (Whites Neck Road) and north of Road 349 (Old Mill Road) and being more particularly described per the attached legal description prepared by Morris & Ritchie Associates, Inc. and containing 385 acres, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. SUSSEX COUNTY GOVERNMENT GRANT APPLICATION SECTION 1 APPLICANT INFORMATION l ORGANIZATION NAME: Girl Scout Troop 1482 PROJECT NAME: Odyssey of the Mind Team FEDERAL TAX ID: _5_1-_00_6_4_33_7______NON-PROFIT: ~YES 0 NO ADDRESS: c/o Girl Scouts of the Chesapeake Bay 225 Old Baltimore Pike Newark DE 19702 (CITY) (STATE) (ZIP) 800-341-4007 PHONE: ------EMAIL: ------CONTACT PERSON: Rebecca Lowe TITLE: Leader, Girl Scout Troop 1482/Coach, Odyssey of the Mind Team ADDRESS: 7 Drake Knoll Lewes DE 19958 (CITY) (STATE) (ZIP) PHONE: 302-381-1124 EMAIL: rebecca.w,[email protected] - I TOTAL FUNDING REQUEST:, ____$_l ,_o_oo_.o_o__ _ Has your organization received otijer grant funds from Sussex County Government in the last year? [j] YES D NO $ 500.00 If YES, how much was received in the last 12 months? ______ Are you seeking other sources of funding other than Sussex County Council? [j] YES D NO 11 6 If YES, approximately what percentage of the project's funding does the Council grant represent? · SECTION 2: PROGRAM DESCRIPTION l PROGRAM CATEGORY (choose all that apply) D Fair Housing D Health and Human Services D Cultural 0Infrastructurel D Other Iii Educational BENEFICIARY CATEGORY D Disability & Special Needs D Victims of Domestic Violence D Homeless D Elderly Persons D Low to Moderate Income2 Iii Youth D Other ______ BENEFICIARY NUMBER Approximately the total number of Sussex County Beneficiaries served annually by this program: 8 - SECTION 3: PROGRAM SCOPE I Briefly describe the program for which funds are being requested. The narrative should include the need or problem to be addressed in relation to the population to be served or the area to benefit. We are Girl Scout Troop 1482, based in Lewes. Five years ago we formed an Odyssey of the Mind (OM) team. OM is an international educational program for students from kindergarten through college that reinforces STEAM (Science, Technology, Engineering, Art, and Math) learning through creative problem-solving, teamwork, healthy competition, and, most importantly, fun. Team members apply their creativity and intelligence to solve problems ranging from building mechanical devices to presenting their own interpretation of literary classics. They then bring their solutions to competition on the local, state, and World level. We are juniors who attend the following schools: Cape Henlopen High School, Sussex Technical High School, and Sussex Academy. We are the first Girl Scout OM team in Delaware and one of the few in the nation. In 2013 we were the first Girl Scout OM team in Delaware history to earn the right to go to the World Finals and have been honored to return to Worlds in 2014 and 2015. Last year, at the World Finals in Michigan, our team competed against 58 other teams in our div ision and tied for 9th place overall and placed first in our division in the Spontaneous Problem Solving portion of the competition. On April 9, 2016 our team competed in the Delaware State Tournament and for a fourth time will represent Delaware at the OM World Finals in May 2016 in Iowa. We competed in Problem 3 against 7 other high school teams in our division. We placed first and were one of only two teams in the entire tournament (out of I 02 teams participating) that earned the 350 Club A ward. This award celebrates the rare occurrence of a team receiving top scores in every facet of the OM competition, resulting in a perfect score of350. The total cost to send six team members, one coach, and one adult chaperone to the World Finals in Iowa is $8800. To date we have raised $4000. We are seeking funding from a variety of sources to cover the remaining amount and would appreciate any assistance you could provide. Last year Sussex County Council gave our team a grant of$500 to attend the 2015 World Finals. We would like to ask Council to consider awarding us a $1000 grant this year, as it is significantly more expensive to travel to Iowa than Michigan. By supporting this project, you help promote the mission of Girl Scouts - building girls of courage, confidence, and character, who make the world a better place. You also will help foster creativity, teamwork, and problem solving. We hope our success in OM will encourage other girls and Girl Scouts, in particular, to try Odyssey of the Mind. SECTION 4: BUDGET 1 REVENUE Please enter the current support your organization receives for this project (not entire organization revenue if not applicable to request1 TOTAL REVENUES $ 4,000.00 EXPENDITURES Please enter the total projected budget for the project (not entire organization expense if not applicable to request). Example of expenditure items: PERSONNEL-one lump sum that would include benefits, OPERATING COSTS-supplies, equipment, rent/lease, insurance, printing, telephone, CONSTRUCTION/ACQUISITION-acquisition, development, rehab hard cost, physical inspections, architectural engineering, permits and fees, insurance, appraisal. (Put amounts in as a negative) Travel (round trip airfare and rental van in Iowa) -3278 Food and lodging -4820 Mandatory Delaware OM t-shirts -80 Pins for trading (a popular activity at Worlds) -450 8,628.00 TOTAL EXPENDITURES -$ ($ 4,628.00) TOTAL DEFICIT FOR PROJECT OR ORGANIZATION SECTION 5: STATEMENT OF ASSURANCES If this grant application is awarded funding, the Girl Scout Troop 1482 agrees that: (Name of Organization) 1) All expenditures must have adequate documentation. 2) All accounting records and supporting documentation shall be available for inspection by Sussex County Government by request. 3) No person, on the basis ofrace, color, or national origin, should be excluded from participation in, be denied the benefit of, or be otherwise subjected to discrimination under the program or activity funded in whole or in part by these Human Service Grant funds. 4) All statements made in this funding request are accurate. 5) All funding will benefit only Sussex County residents. 6) All documents submitted by the applicant are defined as public documents and available for review under the Freedom of Information Act of the State of Delaware. Rebecca Lowe April 17, 2016 Applicant/Authorized Official DATE Submit SUSSEX COUNTY GOVERNMENT > GRANT APPLICATION • SECTION 1 APPLICANT INFORMATION l ORGANIZATION NAME: The Town of Laurel PROJECT NAME: 4th of July Fireworks Display FEDERAL TAX ID: _5_1-_60_0_0_I6_8______NON-PROFIT: ~YES 0 NO ADDRESS: 201 Mechanic Street Laurel De 19956 (CITY) (STATE) (ZIP) PHONE: 3028752277 EMAIL: [email protected] CONTACT PERSON: Jamie Smith TITLE: Town Manager ADDRESS: 201 Mechanic Street Laurel De 19956 (CITY) (STATE) (ZIP) PHONE: 3028752277 EMAIL: [email protected] ~ TOTAL FUNDING REQUEST: ____$ _l ,_20_0_·0_0__ _ Has your organization received other grant funds from Sussex County Government in the last year? [i]YES0 NO IfYES, how much was received in the last 12 months? ___$_ l_,o_o_o_.o_o Are you seeking other sources of funding other than Sussex County Council? Iii YES D NO 7 5 If YES, approximately what percentage of the project's funding does the Council grant represent? . % SECTION 2: PROGRAM DESCRIPTION I PROGRAM CATEGORY (choose all that apply) 0 Fair Housing 0 Health and Human Services D Cultural 0Infrastructurel [jJ Other Community Event D Educational BENEFICIARY CATEGORY D Disability & Special Needs 0 Victims of Domestic Violence D Homeless 0 Elderly Persons D Low to Moderate lncomez D Youth [jJ Other _c_om_m_u_n_ity______ BENEFICIARY NUMBER Approximately the total number of Sussex County Beneficiaries served annually by this program: 8,000 SECTION 3: PROGRAM SCOPE I Briefly describe the program for which funds are being requested. The narrative should include the need or problem to be addressed in relation to the population to be served or the area to benefit. The funding being requested is to go towards the cost of the Town of Laurel's annual fireworks display. The total cost display is $16,000. The 4th of July event is in its 22nd year of existence. The event includes a parade, musical entertainment, food and non food vendors and the highlight of the day is the wonderful fireworks display. People come from all over to watch our fireworks. They jam the town, park along U. S. Route 13, park all along Woodland Ferry Road all the way to Bethel. SECTION 4: BUDGET l REVENUE Please enter the current support your organization receives for this project (not entire organization revenue if not applicable to request) TOT AL REVENUES $ ] 6,000.00 EXPENDITURES Please enter the total projected budget for the project (not entire organization expense if not applicable to request). Example of expenditure items: PERSONNEL-one lump sum that would include benefits, OPERATING COSTS-supplies, equipment, rent/lease, insurance, printing, telephone, CONSTRUCTION/ ACQUISITION-acquisition, development, rehab hard cost, physical inspections, architectural engineering, permits and fees, insurance, appraisal. (Put amounts in as a negative) Fireworks 16000 $ 16,000.00 TOT AL EXPENDITURES 32,000.00 TOTAL DEFICIT FOR PROJECT OR ORGANIZATION $ SECTION 5: STATEMENT OF ASSURANCES I If this grant application is awarded funding, the_T_o_w_n_o_f_L_a_u_r_e_l______agrees that: (Name of Organization) 1) All expenditures must have adequate documentation. 2) All accounting records and supporting documentation shall be available for inspection by Sussex County Government by request. 3) No person, on the basis of race, color, or national origin, should be excluded from participation in, be denied the benefit of, or be otherwise subjected to discrimination under the program or activity funded in whole or in part by these Human Service Grant funds. 4) All statements made in this funding request are accurate. 5) All funding will benefit only Sussex County residents. 6) All documents submitted by the applicant are defined as public documents and available for review under the Freedom of Information Act of the State of Delaware. DATE SUSSEX COUNTY GOVERNMENT GRANT APPLICATION SECTION 1 APPLICANT INFORMATION N NAME: TRUE BLUE JAZZ INC. PROJECT NAME: 2016 TRUE BLUE JAZZ SERIES FEDERAL TAX ID: 47-1429059 NON-PROFIT: l'1 YES D NO ADDRESS: 31408 Heron Circle Lewes DE 19958 (CITY) (STATE) (ZIP) PHONE: 610-804-5048 EMAi L: [email protected] CONTACT PERSON: Eddie Sherman I Peggy Raley TITLE: Founders I Co-Producers ADDRESS: 31408 Heron Circcle Lewes DE 19958 (CITY) (STATE) (ZIP) PHONE: 610-804-5048 EMAIL: [email protected] TOTAL FUNDING REQUEST: Has your organization received other grant funds from Sussex County Government in the last year? li!YES D NO If YES, how much was received in the last 12 months? 1000.00 Are you seeking other sources of funding other than Sussex County Council? [i]YES D NO lfYES, approximately what percentage of the project's funding does the Council grant represent? 10% SECTION 2: PROGRAM DESCRIPTION PROGRAM CATEGORY (choose all that apply) D Fair Housing D Health and Human Services [i] Cultural 0Infrastructu rel D Other [i] Educational BENEFICIARY CATEGORY D Disability & Special Needs D Victims of Domestic Violence D Homeless D Elderly Persons D Low to Moderate lncome2 [i] Youth [i] Other Sussex Co. Resisdent & Tourist E BENEFICIARY NUMBER Approximately the total number of Sussex County Beneficiaries served annually by this program: 1000 SECTION 3: PROGRAM SCOPE Briefly describe the program for which funds are being requested. The narrative should include the need or problem to be addressed in relation to the population to be served or the area to benefit. True Blue Jazz Inc. is an Independent Jazz Series. We are a recognized 501 c3. Born out of an overwhelming fan response to our single-night Supper Club Shows, True Blue Jazz was conceived in 2013, and is produced by Eddie Sherman and Peggy Raley. True Blue Jazz is focused on "Straight Ahead" or "Mainstream" Jazz, and features songs of the Great American Standards Songbook from 1900 to present day. 2016 celebrates our fourth year honoring America's singularly original Art Form ... .JAZZ. True Blue Jazz has a dedicated mission of "Preservation through Performance". We promote LIVE Straight Ahead Jazz throughout our local community of Rehoboth Beach, across the Cape Region, and beyond. Uniquely, True Blue Jazz has created a Youth Jazz Educational Initiative that serves to educate and inspire the next generation of Jazz Musicians that are being trained by our area School Music Curriculums. Sussex County Jazz Students receive discounted admission to Shows, attend Workshop with Jazz Pros, Meet & Greets with the Artists, are featured on True Blue Jazz performance venue stages, and ... they vie for Scholarships. Though only a few years old, True Blue Jazz has seen several of the young student musicians we have been involved with niake great strides in the mastery of their chosen instrument. They have acheived serious growth and maturity as performing artists. At this time, we have one former Cape HS Tenor Sax musician that completed a University Music Degree, and has gone on to be signed to tour internationally with the Glenn Miller Orchestra. Another current Cape HS Senior, an Alto Sax student, recently recieved two local Scholarships (one of these from True Blue Jazz partnered with the Rehoboth/Dewey Beach Chan1bers). She has been accepted by 3 University Music Education Programs. She plans to accept and attend one of these Colleges, to graduate as a Music Educator, as well as a working professional performing a11ist herself. These were, and are the kids, that are playing in our local Sussex County High School Bands. The encouragement, guidance, suppo11, and welcome to our True Blue Jazz Stages that these student musicians receive from all of the professional musicians they find themselves among, is key to building their confidence and surety as performers, as well as inspiring them to strive for improvement as a player and performer. Focus and dedication to a music education in the formative years of any young person, definitively contributes immeasurabl to buildin a better, stron er, and smarter adult citizen and member of our communities. SECTION 4: BUDGET l REVENUE Please enter the current support your organization receives for this project (not entire organization revenue if not applicable to reQuest) TOTAL REVENUES 10,986.00 EXPENDITURES Please enter the total projected budget for the project (not entire organization expense if not applicable to request). Example of expenditure items: PERSONNEL-one lump sum that would include benefits, OPERATING COSTS-supplies, equipment, rent/lease, insurance, printing, telephone, CONSTRUCTION/ ACQUISITION-acquisition, development, rehab hard cost, physical inspections, architectural engineering, permits and fees, insurance, appraisal. (Put amounts in as a ne2ative) Personnel: (Entertainers, Concert /Production Staff) (-13 , 500.00~ Operating Costs: ( Hotel, F&B, Phone, Net, Office Supply ) (-2500.00) Event I Production Insurance: (-1200.00' Advertising & Promotion: (-5500.00' Venue I Equipt Expenses: ( Rental or Purchases ) (-11.000.00 Online Ticketing I PayPal Service Fees: (-1300.00) Total Deficit For Project or Organization (-35,000.00' TOTAL EXPENDITURES 0 TOTAL DEFICIT FOR PROJECT OR ORGANIZATION 0 SECTION 5: STATEMENT OF ASSURANCES I If this grant application is awarded funding, the TRUE BLUE JAZZ INC. agrees that: (Name of Organization) 1) All expenditures must have adequate documentation. 2) All accounting records and supporting documentation shall be available for inspection by Sussex County Government by request. 3) No person, on the basis of race, color, or national origin, should be excluded from participation in, be denied the benefit of, or be otherwise subjected to discrimination under the program or activity funded in whole or in part by these Human Service Grant funds. 4) All statements made in this funding request are accurate. 5) All funding will benefit only Sussex County residents. 6) All documents submitted by the applicant are defined as public documents and available for review under the Freedom of Information Act of the State of Delaware. Eddie Sherman I Peggy Raley - Founders/Producers April 13, 2016 - Applicant/Authorized Official DATE SUSSEX COUNTY GOVERNMENT GRANT APPLICATION SECTION 1 APPLICANT INFORMATION ORGANIZAT ON NAME: Friends of lhe Bridgeville Library PROJECT NAME: Summer Reading Program and Team Program FEDERAL TAX ID : _13_-_43_6_43_1_0______NON-PROFIT: ~YES 0 NO ADDRESS: Bridgeville Library 600 South Cannon Street Bridgeville DE 19933 (CITY) (STATE) (ZIP) PHONE: 302-337-7401 EMAIL: [email protected] CONTACT PERSON: Patricia Jordan-Smith TITLE: Vice-President, Friends of the Bridgeville Library ADDRESS: 59 Ruddy Duck Lane Bridgeville DE 19933 (CITY) (STATE) (ZIP) PHONE: 302-337-7186 EMAIL: [email protected] TOTAL FUNDING REQUEST: ____$_7_5_o._oo ___ _ Has your organization received other grant funds from Sussex County Government in the last year? li]YES D NO $ 500.00 If YES, how much was received in the last 12 months? ______ Are you seeking other sources of funding other than Sussex County Council? [iJYES D NO 25 If YES, approximately what percentage of the project's funding does the Council grant represent? % SECTION 2: PROGRAM DESCRIPTION PROGRAM CATEGORY (choose all that apply) 0 Fair Housing [ii Health and Human Services [ii Cultural 0Infrastructure1 0 Other Iii Educational BENEFICIARY CATEGORY 0 Disability & Special Needs 0 Victims of Domestic Violence 0 Homeless 0 Elderly Persons [ii Low to Moderate lncomeZ [ii Youth 0 Other ______ BENEFICIARY NUMBER Approximately the total number of Sussex County Beneficiaries served annually by this program: 2,384 SECTION 3: PROGRAM SCOPE Briefly describe the program for which funds are being requested. The narrative should include the need or problem to be addressed in relation to the population to be served or the area to benefit. The Friends of the Bridgeville Library would like to make a donation to support the local library summer reading program. We are definitely interested in supporting the summer teen program. We are planning to promote both of these programs to the three area schools. Summer reading programs help children retain and enhance their reading skills over the summer. In addition, the Bridgeville Library provides a haven for children to have a positive environment for reading. What's more, the number of books that children read during the summer is consistently related to academic gains. The Bridgeville Library has an outstanding program this year to keep both children and teens reading and being entertained for the summer. The Friends of the Bridgeville Library believe that it is crncial to keep the children in our community involved with positive and entettaining activities. Specifically, we are hoping to support the library with the following programs: Tom Crowl's " The Hungry Games" Summer Reading Program A performance of "Puss in Boots" by the Rehoboth Summer Children's Theatre Teen Team Olympics Please note that for the Budget in Section 4 that I have just I isted the programs that the Friends of the Bridgeville Library would like to support with your grant. Thanks you. SECTION 4: BUDGET REVENUE Please enter the current support your organization receives for this project [not entire organization revenue if not applicable to requestl TOT AL REVENUES EXPENDITURES Please enter the total projected budget for the project (not entire organization expense if not applicable to request). Example of expenditure items: PERSONNEL-one lump sum that would include benefits, OPERA TING COSTS-supplies, equipment, rent/lease, insurance, printing, telephone, CONSTRUCTION/ACQUISITION-acquisition, development, rehab hard cost, physical inspections, architectural engineering, permits and fees, insurance, appraisal. (Put amounts in as a ne2ative) Tom Crowl's "The Hungry Gamesrr Summer Reading Program 295 Puss and Boots by the Rehoboth Summer Children's Theatre 195 Teen Olympics 260 -- $ 750.00 I TOTAL ·EXPENDITURES' TOTAL DEFICIT FOR J ROIECT OR ORGANIZATION $ 750.00 SECTION 5: STATEMENT OF ASSURANCES If this grant application is awarded funding, the 'f'he Friends of the Bridgevlfle Library agrees that: (Name of Organization) 1) All expenditures must have adequate documentation. 2) All accounting records and supporting documentation shall be available for inspection by Sussex County Government by request. 3) No person, on the basis ofrace, color, or national origin, should be excluded from participation in, be denied the benefit of, or be otherwise subjected to discrimination under the program or activity funded in whole or in part by these Human Service Grant funds. 4) All statements made in this funding request are accurate. 5) All funding will benefit only Sussex County residents. 6) All documents submitted by the applicant are defined as public documents and available for review under the Freedom of Information Act of the State of Delaware. Patricia Jordan-Smith, Vice President, Friends of the Bridgeville Lilj April 13, 2016 Applicant/Authorized Official DATE SUSSEX COUNTY GOVERNMENT • GRANT APPLICATION PROJECT NAME: Operating expenses - registration fees F5DERAL TAX rD: 5 J - 0.Qf56J~ 'K3 NON·PROFIT: l!I YES 0 NO 34476 Pyle Cente:r Rd. Frankford De. 19945 (CITY} (STATE) {:ZIP) 302-539-4768 EMAIL: [email protected] CONTACT PBRSON: Bruce Layton President P.O. Box 320 Ocean View De. 19970 (CITI') (STATE) (ZIP) 302-539-4768 EMAIL: [email protected] TOTAL FUNDING REQUEST: ___s_s_,o_o_o._oo __ ___ Has your organization received other grant funds from Sussex County Go~ernment in the last year? [iJYES0NO 2 If YES, how much wa.s received ln the last 12 months? ___s _ •_50_o_.o.....,.o Are you seeking other sources of funding other thiln Sussex County Council? · [j]YEsO NO IfYES, al)proximately what percentage of the project's funding does the Council grant represent? _2·_1__ PROGRAM CATEGOllY (choose all that apply) 0 Fair Housing D Health ;lnd Human Services D Cultural Ornfrastructuret D Other D Educational BENEFICIARY CATEGORY D Disability & Special Needs D Victims of Domestic Violence D Homeless D Elderly Persons D Low to Moderate Ini;;ome2 [iJ Youth D Other ______ BENEFICIARY NUMBER Approximately the total number of Sussex County Beneficiaries served annually by this program: 700 Briefly describe the program for which funds are being requested, The narrative should include the need or problem to be addressed In relation to the population to be served or the area to benefit. We charge $65.00 per child for registration tees. We Cutl"ently have 74 children that could not pu.y. $65.00 times 74 children - $4,810.• 00 Our annual budget runs approximately $236,000.00. ' " '" • 11. : ,• . '/•I, ' I ... ,• " " . I ' ' • '1 I TOTALBXP8NOITURES :• '· ',,· •t "'I' • ,,\ .,,' * 1·1: 1··••• ' TOTAL DEFlCIT l'OR PRO ECTOR ORGANIZATION 11, •. If this grant application ls awarded funding, the Lower Sussex Little League agrees that: (Name of Organization) All ex:penditures must have adequate documentation. All accounting records and supportihg documentation shall be available for inspection by Sussex County Government by request. No person, on the basts of race, color, or national origin, should be excluded from participation In, be denied the benefit of, or be otherwise subjected to discrimination under the program or activity funded In whole or in pa.rt by these Human Service Grant funds. All statements made in this funding request are accurate. All fundlng will benefit only Sussex County residents. All documents submitted by the applicant are defined a.s public documents and available for review under the Freedom of Information Act of the State of Delaware. Bruc;e Laytoti 3·10·16 Applicant/Authorized. Official DATE SUSSEX COUNTY GOVERNMENT GRANT APPLICATION SECTION !l APPLIC1\1NT I.N:FORl\1Aq'f'0N Friends of the Georgetown Public Library PROJECT NAME: Annual SK Race/Walk FEDERAL TAX ID: _5_1-_04_0_3_10_3 ______NON-PROFIT: ~YES 0 NO ADDRESS: 123 W. Pine Street Georgetown DE 19947 (CITY) (STATE) (ZIP) PHONE: 302-228-9165 EMAIL: [email protected] CONTACT PERSON: Alix Robinson TITLE: Board Member at Large ADDRESS: 111 S. Front Street Georgetown DE 19947 (CITY) (STATE) (ZIP) PHONE: 302-228-9165 EMAIL: [email protected] . .. TOTAL FUNDING REQUEST:, ____$_3_o_o._oo ___ _ Has your organization received other grant funds from Sussex County Government in the last year? [i] YES D NO $ 250.00 If YES, how much was received in the last 12 months? ______ Are you seeking other sources of funding other than Sussex County Council? [i]YES0 NO If YES, approximately what percentage of the project's funding does the Council grant represent? IO% ('·' SECTION 2·: PROGRAM Ji>ESCRI:P1rl'ON1 PROGRAM CATEGORY (choose all that apply) 0 Fair Housing 0 Health and Human Services D Cultural 0Infrastructure1 [i] Other Race to support library Ii] Educational BENEFICIARY CATEGORY / D Disability & Special Needs D Victims of Domestic Violence D Homeless D Elderly Persons D Low to Moderate Income2 0Youth Ii] Other All residenls of and visitors to Sussex Counly BENEFICIARY NUMBER Approximately the total number of Sussex County Beneficiaries served annually by this program: Unknown S~CTION 3: PR0GRAN1 lSCOP,E Briefly describe the program for which funds are being requested. The narrative should include the need or problem ta be addressed in relation to the population to be served or the area to benefit. This request is made on behalf of the Friends of the Georgetown Public Library to help fund our annual 5K Race/Walk. The funds the Friends raise as a result of this fundraising effort go to help finance the Library's budget. By way of example, in the past, the Friends have specifically allocated funds for the Library's e-book collection and toys for the children's area. In general, the Friends use 100% of the money raised to help cover ·.~ the Library's operating costs. All members of the public but specifically residents of Sussex County benefit from the wonderful services the Library offers to the public. Of particular interest to Council members may be the internet access provided to those residents who do not have internet access in their residences. SECTION 4: BUDGET i REVENUE Please enter the current support your organization receives for this project (not entire organization revenue if not atmllcable to reauest) TOTAL REVENU ES $ 4,000.00 EXPENDITURES Please enter the total projected budget for the project (not entire organization expense if not applicable to request). Example of expenditure items: PERSONNEL-one lump sum that would include benefits, OPERATING COSTS-s upplies, equipment, rent/lease, insurance, printing, telephone, CONSTRUCTIO N/ACQ UISIT ION-acquisition, development, rehab hard cost, physical inspections, architectural engineering, permits and fees, insurance, appraisal. (Put amounts in as a ne2ativc) Operating Costs (fee paid to Seashore Striders, estimated) $ 1000.00 $ 1,000.00 TOTAL EXPENDITURES $ 5,000.00 TOTAL DEFICIT FOR PROJECT OR ORGANIZATION SECTION 5: STATEMENT 0F'.A:SS1!J.·RA,N~ES . t . t. · d df d' ti Friendsofthe GeorgclownPublicLibraiy th If t Ius gran app 11ca 10n 1s a war e un mg, 1e ______ag rees at: .~. (Name of Organization) 1) All expenditures mus t have adequate documentation. 2) All accounting records and supporting documentation shall be available fo r inspection by Sussex County Government by request. 3) No person, on the basis of race, color, or national origin, should be excluded from participation in, be denied the benefit of, or be otherwise subjected to discriminat ion under th e p rogram or activity funded in whole or in part by these Human Service Grant funds. 4) All statements made in this funding request are accurate. 5) All funding will b enefit only Sussex County residents. 6) All documents submitted by the applicant are defined as public documents and available for review under the Freedom of Information Act of the State of Delaware. Alix Robinson 4/22/16 Applica nt/ Authorized Official DATE To Be Introduced 05/03/16 Council District No. 4 – Cole Tax I.D. No. 234-34.00-298.01 & 292.00 911 Address: 30842 Downs Landing Road, Millsboro ORDINANCE NO. ___ AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN AN AR-1 AGRICULTURAL RESIDENTIAL DISTRICT FOR A BOAT STORAGE FACILITY TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN INDIAN RIVER HUNDRED, SUSSEX COUNTY, CONTAINING 1.5052 ACRES, MORE OR LESS WHEREAS, on the 14th day of March 2016, a conditional use application, denominated Conditional Use No. 2049 was filed on behalf of Blue Claw, LLC; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Conditional Use No. 2049 be ______; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County determined, based on the findings of facts, that said conditional use is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, and that the conditional use is for the general convenience and welfare of the inhabitants of Sussex County. NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article IV, Subsection 115-22, Code of Sussex County, be amended by adding the designation of Conditional Use No. 2049 as it applies to the property hereinafter described. Section 2. The subject property is described as follows: ALL that certain tract, piece or parcel of land, lying and being situate in Indian River Hundred,TO Sussex BE County, Delaware, INTRODUCED and lying southeast of Downs Landing Road (Road 313A) 235 feet southwest of River Road (Road 312) and being more particularly described in Deed Book 4516 Page 243 in the Office of the Recorder of Deeds in and for Sussex County, said parcel containing 1.5052 acres, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. To Be Introduced 05/03/16 Council District No. 3 – Deaver Tax I.D. No. 135-11.00-78.00 911 Address: 24616 Lewes-Georgetown Highway, Georgetown ORDINANCE NO. ___ AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN AN AR-1 AGRICULTURAL RESIDENTIAL DISTRICT FOR A CONVENIENCE STORE WITH GAS DISPENSERS TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN GEORGETOWN HUNDRED, SUSSEX COUNTY, CONTAINING 2.8573 ACRES, MORE OR LESS WHEREAS, on the 16th day of March 2016, a conditional use application, denominated Conditional Use No. 2050 was filed on behalf of Two Farms, Inc. c/o Jack Whisted; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Conditional Use No. 2050 be ______; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County determined, based on the findings of facts, that said conditional use is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, and that the conditional use is for the general convenience and welfare of the inhabitants of Sussex County. NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article IV, Subsection 115-22, Code of Sussex County, be amended by adding the designation of Conditional Use No. 2050 as it applies to the property hereinafter described. Section 2. The subject property is described as follows: TOALL thatBE certain tract,INTRODUCED piece or parcel of land, lying and being situate in Georgetown Hundred, Sussex County, Delaware, and lying at the southeast corner of Lewes Georgetown Highway (Route 9) and Gravel Hill Road (Route 30) and being more particularly described as: BEGINNING at a point on the southerly right-of-way of Lewes-Georgetown Highway (U.S. Route 9) a corner for these subject lands and lands, now or formerly, of James L. and Janet L. Mitchell; thence South 21°50ʹ01ʺ East 326.08 feet along said Mitchell lands to a point; thence North 65°20ʹ50ʺ East 158.90 feet along said Mitchell lands to a point; thence South 23°15ʹ28ʺ East 96.52 feet along lands, now or formerly, of Willard T. Hill, to a point; thence South 65°06ʹ56ʺ West 421.20 feet along lands, now or formerly, of Norman C. Barnett to a point on the easterly right-of-way of Gravel Hill Road (Route 30); thence North 23°11ʹ05ʺ West 288.54 feet along the easterly right-of-way of Gravel Hill Road to a point; thence North 16°19ʹ27ʺEast 98.38 feet along the corner cut for the intersection of Gravel Hill Road and Lewes–Georgetown Highway to a point; and thence northeasterly 205.46 feet along the southerly right-of-way of Lewes-Georgetown Highway to the point and place of beginning, said parcel containing 2.86 acres, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. TO BE INTRODUCED To Be Introduced 05/03/16 Council District No. 4 – Cole Tax I.D. No. 234-12.14-54.00 911 Address: 22874 Cypress Drive, Lewes ORDINANCE NO. ___ AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN A GR GENERAL RESIDENTIAL DISTRICT FOR A COMPUTER REPAIR BUSINESS TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN INDIAN RIVER HUNDRED, SUSSEX COUNTY, CONTAINING 0.236 ACRES, MORE OR LESS WHEREAS, on the 31st day of March 2016, a conditional use application, denominated Conditional Use No. 2051 was filed on behalf of Dale Thaxton; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Conditional Use No. 2051 be ______; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County determined, based on the findings of facts, that said conditional use is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, and that the conditional use is for the general convenience and welfare of the inhabitants of Sussex County. NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article VI, Subsection 115-39, Code of Sussex County, be amended by adding the designation of Conditional Use No. 2051 as it applies to the property hereinafter described. Section 2. The subject property is described as follows: ALL that certain tract, piece or parcel of land, lying and being situate in Indian River Hundred,TO Susse BEx County, Delaware,INTRODUCED and lying east of Camp Arrowhead Road (Road 279) southwest of Cypress Drive 125 feet northwest of Maple Lane and being Lot 50, Angola Neck Park Subdivision, and being more particularly described in Deed Book 3636, Page 105, in the Office of the Recorder of Deeds in and for Sussex County, said parcel containing 0.236 acres, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. To Be Introduced 05/03/16 Council District No. 2 – Wilson Tax I.D. No. 530-14.00-13.00, 14.00, 16.00 and 18.01 911 Address: 14198 Sussex Highway, Greenwood ORDINANCE NO. ___ AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN A CR-1 GENERAL COMMERCIAL DISTRICT FOR A PUBLIC UTILITY TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN NORTHWEST FORK HUNDRED, SUSSEX COUNTY, CONTAINING 20.48 ACRES, MORE OR LESS WHEREAS, on the 18th day of April 2016, a conditional use application, denominated Conditional Use No. 2052 was filed on behalf of Delaware Electric Cooperative, Inc.; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Conditional Use No. 2052 be ______; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County determined, based on the findings of facts, that said conditional use is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, and that the conditional use is for the general convenience and welfare of the inhabitants of Sussex County. NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article XI, Subsection 115-79, Code of Sussex County, be amended by adding the designation of Conditional Use No. 2052 as it applies to the property hereinafter described. Section 2. The subject property is described as follows: ALL that certain tract, piece or parcel of land, lying and being situate in NorthwestTO Fork Hundred, BE Sussex County,INTRODUCED Delaware, and lying west of Sussex Highway (U.S. Route 13) north of Adams Road (Road 583) and east of Cart Branch Road (Road 583A) and being more particularly described in Deed Book 325, Page 504; Deed Book 364, Page 61; Deed Book 479, Page 384; Deed Book 1156, Page 248; and Deed Book 1779, Page 162, in the Office of the Recorder of Deeds in and for Sussex County, said parcel containing 20.48 acres, more or less, within the referenced road boundaries. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. To Be Introduced 05/03/16 Council District No. 4 - Cole Tax Map I.D. No. 234-23.00-307.02 911 Address: 32549 Long Neck Road, Millsboro ORDINANCE NO. ____ AN ORDINANCE TO AMEND THE COMPREHENSIVE ZONING MAP OF SUSSEX COUNTY FROM AN AR-1 AGRICULTURAL RESIDENTIAL DISTRICT TO A CR-1 COMMERCIAL RESIDENTIAL DISTRICT FOR A CERTAIN PARCEL OF LAND LYING AND BEING IN INDIAN RIVER HUNDRED, SUSSEX COUNTY, CONTAINING 0.689 ACRE, MORE OR LESS WHEREAS, on the 31st day of March 2016, a zoning application, denominated Change of Zone No. 1801 was filed on behalf of Long Neck Road, LLC; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Change of Zone No. 1801 be ______; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County has determined, based on the findings of facts, that said change of zone is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, NOW, THEREFORE, THE COUNTY OF SUSSEX COUNTY ORDAINS: Section 1. That Chapter 115, Article II, Subsection 115-7, Code of Sussex County, be amended by deleting from the Comprehensive Zoning Map of Sussex County the zoning classification of [AR-1 Agricultural Residential District] and adding in lieu thereof the designation of CR-1 Commercial Residential District as it applies to the propertyTO hereinafter described.BE INTRODUCED Section 2. The subject property is described as follows: All that certain tract, piece or parcel of land lying and being situate in Indian River Hundred, Sussex County, Delaware, and lying north of Long Neck Road (Route 22), 1,850 feet east of Banks Road (Road 298) and being more particularly described in Deed Book 4445, Page 185, in the Office of the Recorder of Deeds in and for Sussex County, said property containing 0.689 acre, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. To Be Introduced 05/03/16 Council District No. 3 - Deaver Tax Map I.D. No. 335-12.00-Part of Parcel 3.00 911 Address: None Available (Acreage) ORDINANCE NO. ____ AN ORDINANCE TO AMEND THE COMPREHENSIVE ZONING MAP OF SUSSEX COUNTY FROM AN AR-1 AGRICULTURAL RESIDENTIAL DISTRICT TO A B-1 NEIGHBORHOOD BUSINESS DISTRICT FOR A CERTAIN PARCEL OF LAND LYING AND BEING IN LEWES AND REHOBOTH HUNDRED, SUSSEX COUNTY, CONTAINING 11.66 ACRES, MORE OR LESS WHEREAS, on the 18th day of April 2016, a zoning application, denominated Change of Zone No. 1802 was filed on behalf of J.G. Townsend Jr. & Co.; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Change of Zone No. 1802 be ______; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County has determined, based on the findings of facts, that said change of zone is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, NOW, THEREFORE, THE COUNTY OF SUSSEX COUNTY ORDAINS: Section 1. That Chapter 115, Article II, Subsection 115-7, Code of Sussex County, be amended by deleting from the Comprehensive Zoning Map of Sussex County the zoning classification of [AR-1 Agricultural Residential District] and adding in lieu thereof the designation of B-1 Neighborhood Business District as it applies to the property hereinafterTO described. BE INTRODUCED Section 2. The subject property is described as follows: All that certain tract, piece or parcel of land lying and being situate in Lewes and Rehoboth Hundred, Sussex County, Delaware, and lying at the southeasterly corner of Gills Neck Road (Road 267) and Kings Highway (Road 268) and being more particularly described as: ALL that piece or parcel of land, hereinafter described, situate, lying and being on the southerly side of Gills Neck Road (Road 267) and the easterly side of Kings Highway (Road 268); being located in Lewes and Rehoboth Hundred, Sussex County, Delaware; said piece or parcel of land being a portion of the lands of J. G. Townsend, Jr. & Co.; said piece or parcel of land being more particularly described as follows: BEGINNING at a point formed by the intersection of the southerly right-of-way line of Gills Neck Road (Road 267, width varies) with the easterly right-of-way line of Kings Highway (Road 268, 100' wide); said beginning point being coordinated on the Delaware State Grid System as North 275,225.16 feet, East 732.729.15, thence: 1) leaving said Kings Highway and running by and with said southerly right-of- way line of Gills Neck Road, South 75°47ʹ58ʹ East 410.52 feet to a point, thence, 2) leaving said Gills Neck Road and running through the lands of J.G. Townsend, Jr. & Co., the following two courses and distances, South 21°53ʹ57ʹ West 1,292.42 feet to a point, thence running, 3) North 68°06ʹ03ʺ West 395.24 feet to a point on the aforesaid easterly right-of- way line of Kings Highway, thence, 4) running by and with said Kings Highway, the following two courses and distances, by and with a curve deflecting to the right with an arc length of 79.47 feet, a radius of 4237.52 feet, a chord bearing and distance of North 20°51ʹ37ʺ East 200.08 feet, thence running, 5) North 21°23ʹ51ʺEast 1,158.01 feet to the point and place of beginning; containing 11.66 acres of land, more or less; SUBJECT TO and together with easements, conditions and restrictions as shown on the plot entitled “Gills Neck Road, Chesapeake Utilities Easement”, as recorded in the Office ofTO the Recorder BE of Deeds, inINTRODUCED and for Sussex County, Delaware, in Plot Book 183, Page 34. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. PUBLIC HEARINGS May 3, 2016 This is to certify that on January 28, 2016 and on February 25, 2016 the Sussex County Planning and Zoning Commission conducted public hearings on the below listed applications for Conditional Use and Change of Zone. At the conclusion of the public hearings, the Commission moved and passed that this applications be forwarded to the Sussex County Council with the recommendations as stated. Respectfully submitted: COUNTY PLANNING AND ZONING COMMISSION OF SUSSEX COUNTY Lawrence B. Lank Director of Planning and Zoning The attached comments relating to the public hearings are findings of the Planning and Zoning Commission based upon a summary of comments read into the record, and comments stated by interested parties during the public hearings. PUBLIC HEARINGS C/U #2042 – Beachfire Brewing Company, LLC An Ordinance to grant a Conditional Use of land in a C-1 (General Commercial District) for a microbrewery to be located on a certain parcel of land lying and being in Lewes and Rehoboth Hundred, Sussex County, containing 5,000 square feet, more or less. The property is located at the southeast corner of Central Avenue and Johnston Street (911 Address: 19841 Central Avenue, Rehoboth Beach) Tax Map I.D. 334-13.20-24.00. The Commission found that the applicant provided a survey of the property showing the existing pole building and gravel parking area on the site. The Commission found that DelDOT provided comments in the form of a Support Facilities Report on October 28, 2015 referencing that a Traffic Impact Study was not recommended and that the current Level of Service of Road 273 (Hebron Road) will not change as a result of this application. The Commission found that the County Engineering Department Utility Planning Division provided comments on January 27, 2016 referencing that the property is located in the West Rehoboth Expansion Area; that wastewater capacity is available based upon the assumption that the total equivalent dwelling unit (EDU) sewer assessment does not exceed 4.0 EDUs; that the actual EDU assessment for the proposed use as a brewery is not known; that Ordinance 38 construction will not be required; that the current System Connection Charge Rate is $5,775.00 1 per EDU; that the parcel is served with a 6-inch lateral located along the parcel frontage on Johnston Street and the applicant’s Engineer/Architect shall determine whether sufficient capacity is provided or the installation of an 8-inch lateral shall be required; that installation of a larger lateral shall be performed at the applicant’s expense; that conformity to the North Coastal Planning Study will be required; that a concept plan is not required; that Best Management Practices or Industrial Permit is required; that in order to determine whether a Best Management Practices or Industrial Permit is required, the applicant shall complete an Industrial Waste Program Survey and Questionnaire; that the application can be obtained from and submitted to the Director of Utility Permits; that the applicant shall submit said survey and questionnaire prior to requesting a building permit; that the applicant will be advised of the appropriate application fee due after permit type is determined; and that the applicant shall anticipate providing a sampling port and flow meter as part of the distillery process plumbing. Mr. Lank advised the Commission that the Department has received seven (7) letters in support of the application from immediate neighbors and area residents. Copies of the letters were provided for the Commission for review. The Commission found that Harold Dukes, Esquire of Tunnell & Raysor, P.A. was present on behalf of Beachfire Brewing Company, LLC with Harry Metcalfe and Patrick Staggs of Beachfire Brewing Company, LLC and that they stated in their presentation and in response to questions raised by the Commission that the site is already improved by a pole building containing 1,500 square feet with a bathroom; that their primary intent is to establish a research developmental facility for testing and tasting of distilled flavors of craft beers; that the site is zoned C-1 General Commercial; that they are proposing a small tasting room containing approximately 390 square feet of public space with seating for 20 clients/customers; that they anticipate processing 37 barrels of craft beer per month, which is only 11% of a typical brewpub licensed application; that spent grains from the processing/distilling operation will be shipped or picked up by a local farmer; that flow meters have already been installed; that the site is just off of the bike trail and that they hope to attract some of the cyclist coming off of the trail; that bike racks will be installed; that deliveries will be at a minimum; that there will be limited distribution from this location since it is intended to be a testing facility; that once they get their product line established they hope to create a production facility at a larger site more centralized in the County; that there are several storage and warehouse facilities in the immediate area; that they anticipate a minimal amount of traffic; that one of the partners has a background in the brewing business; that they have established financial backing; that they are not aware of any proposed residential units being planned in the general area; that they have received several letters in support of the application from neighbors and area residents; that a restaurant could have been built on the site without a public hearing; that they will have two (2) brewers and one (1) maintenance employee on site; that entry access will be from Central Avenue; that the parking lot is already paved; that the only outside improvements will be the propane tanks; that business hours for the tasting room will be from 11:00 a.m. to midnight six (6) days per week during the summer season, and three (3) to (4) days per week during the off season; that brewing will be performed daily/year round; that the facility will be a full service micro-brewery as brewed on- site; that signage will only be on the building; that the outside appearance of the building will appear to be a warehouse; and that they will be using a steam-boiler with no odors discharged outside. 2 The Commission found that Brenda Melbourne and Reverend Janet Maull Martin were present in opposition and expressed concerns about the impact on the community and the children in the community; that several children live in close proximity to the building; that they oppose the intended tasting use; that they are concerned about truck traffic; that the Commission should defer or deny to allow the applicants to meet with the residents of the area; that the building appeared overnight; that no one in the neighborhood knew what was going to take place on the property; that it is a case involving alcohol and a tasting room in a microbrewery and will impact a residential community; that a recent proposal for a microbrewery in Dewey Beach had that application rejected by local residents and the Town Council until a compromise was reached; that that application was on a major artery road where bars already exists; that the applicants are proposing a brewery pub and that traffic to the brewery pub will impact Central Avenue in the West Rehoboth area; that Central Avenue contains a small cluster of homes with five (5) families with nine (9) children; that Central Avenue is only a short block away from Hebron Road; that there are a few business establishments on Hebron Road, but they are not high traffic retail operations; that the applicants did not contact local residents about their plans, except for the family that they have helped with water; that the applicants have not contacted the West Side New Beginning Board; and that the applicants should have taken the time to meet with the residents to establish a good community relationship and understanding of the concerns from the residents of the West Rehoboth area. The Commission found that Tim Cottor was present, not in opposition, but with concerns about odors and the impact on the proposed Henlopen Station expansion; questioning the use of a temporary facility; that he has concerns about noises; and that he has no objection to the tasting room. The Commission found that Patrick Staggs, a partner and brewer, in response to questions raised by the Commission, stated that noise is minimal, an internal pump noise that should not be heard outside of the building; that there should not be any odors outside; that spent grains will be picked up daily by a local farmer; that the equipment is state-of-the art with modern technologies; that cleanliness improves quality; that their purpose and intent is to create flavors for testing; that some neighbors have stopped by and introduced themselves, and voiced no objections; and that they have met several of the neighbors. The Commission found that Harold Dukes, in response to questions raised by the Commission, stated that the immediate neighbors, who have children, were notified and have voiced no objections. The Commission found that Brenda Melbourne requested to ask a question and was permitted, questioning if children are allowed in the tasting room; and advising the Commission that Carol Hazzard, the neighbor across the street, was not notified of the application. The Commission found that Harry Metcalfe advised them that a tasting room serves samplings of craft brews that are created on the premises; that their proposal is not a sit down and drink all day bar, it is a microbrewery in a 1,500 square foot building with a tasting room which has 12 stools, 3 and 2 table that seat 4 people; that there are no outside speakers; and that children are allowed in the tasting room, but not allowed to seat at the bar. At the conclusion of the public hearing, the Commission discussed this application. On January 28, 2016 there was a motion by Mr. Johnson, seconded by Mr. Burton, and carried unanimously to defer action for further consideration. Motion carried 5 – 0. On February 11, 2016 the Commission discussed this application under Old Business. Mr. Smith stated that he is prepared to make a motion on this application and asked the Commissioners if they had any comments prior to his motion; that the Commission holds public hearings so that they can make a recommendation to the Sussex County Council; and that the Delaware ABC (Alcoholic Beverage Commission) also has jurisdiction. Mr. Robertson added that Federal regulations also exist for breweries. Mr. Johnson stated that the site is already zoned C-1 General Commercial and could permit a bar or restaurant without the necessity of a public hearing. Mr. Robertson added that the primary use intended is the brewery. Mr. Smith stated that he would move that the Commission recommend approval of Conditional Use No. 2042 for Beachfire Brewing Company, LLC for a conditional use for a micro-brewery based upon the record made during the public hearing and for the following reasons: 1) This is an application for a micro-brewery in a C-1 General Commercial District. 2) In the C-1 General Commercial District, taverns, restaurants with alcoholic beverage services, bars and other commercial uses are permitted by right. This Conditional Use, except for the fact that the applicant is manufacturing the beer on the premises as a primary use, is similar to permitted uses under the C-1 General Commercial regulations. 3) The conditional use is limited by the size of the property, the building already situated upon it and parking requirements. These factors limit the size and scope of the use and the applicants have stated that they have no intensions of expanding the use. 4) Aside from the brewing operations, the tasting area will be very small, with very few seats. Again, this is a smaller public space for the consumption of alcohol than would be permitted within a restaurant under the property’s C-1 General Commercial zoning. 5) The brewing operations will not have an adverse effect on the neighboring properties or the community. The applicants have stated that all the brewery operations will occur within the building, and there are not any sounds or smells that will come from the building during these operations. 6) The tasting area of the micro-brewery will not adversely affect neighboring properties, roadways or the community. Again, it is small in scope and no different than other uses permitted under the C-1 General Commercial zoning. 7) This recommendation is, however, subject to the following conditions: a. The applicant must comply with all State and Federal requirements for the brewery and tasting room operations. 4 b. There shall not be any outside storage of materials associated with the brewing operation. Any waste or spent materials from the brewing operation shall be stored inside the building until hauled away by appropriate means. c. Any dumpster associated with the use shall be screened from view of neighboring properties and roadways. d. The use shall comply with all parking requirements that are contained in the Sussex County Zoning Ordinance. e. The Final Site Plan shall be subject to the review and approval of the Sussex County Planning and Zoning Commission. Motion by Mr. Smith, seconded by Mr. Johnson, and carried unanimously to forward this application to the Sussex County Council with the recommendation that this application be approved for the reasons and with the conditions stated. Motion carried 5 – 0. C/U #2045 – Robert and Deborah Reed – RE/MAX Realty Group An Ordinance to grant a Conditional Use of land in a B-1 (Neighborhood Business District) for multi-family dwelling structures to be located on a certain parcel of land lying and being in Indian River Hundred, Sussex County, containing 31.34 acres, more or less. The property is located southwest of Oak Orchard Road (Route 5 and Road 297) approximately 600 feet south of John J. Williams Highway (Route 24) and fronting the southerly right-of-way of John J. Williams Highway (Route 24). (911 Address: None Available). Tax Map I.D. 234-29.00- 69.01 – 69.11. The Commission found that DelDOT provided comments in the form of a letter, dated December 2, 2015, and a Support Facilities Report referencing that since this project will generate less traffic than the commercial/business uses that could be established by commercially developing the site a Traffic Impact Study is not warranted; that a Traffic Impact Study was performed for the original proposed commercial development of the site; and that the applicant will still be required to make an equitable contribution toward the DelDOT project at the intersection of Route 24/Oak Orchard Road/Mount Joy Road. The Commission found that the Sussex County Engineering Department Utility Planning Division provided comments in the form of a memorandum on February 23, 2015 referencing that the project is in the Oak Orchard Sanitary Sewer District; that wastewater capacity is available for the project; that Ordinance 38 construction will be required; that the current System Connection Charge Rate is $4,510.00 per EDU; that sewer connection points are available; that conformity to the North Coastal Planning Study will be required; that connection to the sewer system is mandatory; that sewer capacity is available on the basis of 6.67 EDU per acre or 142 EDU; that the project slightly exceeds sewer system design assumptions; that sewer connection points have been provided; that an existing sewer easement across the property will be addressed during the concept plan review phase; that the County requires design and construction of the collection and transmission system to meet County Engineering requirements and procedures; that the County Engineer must approve the connection points; that a sewer concept plan must be submitted for review and approval prior to any sewer construction; that one time system connection charges will apply; and that a concept plan is required. 5 The Commission found that Davis, Bowen & Friedel, Inc. provided copies of the PLUS comments and their responses to PLUS; an Environmental Assessment and Public Facilities Evaluation Report; their transmittal letter and Service Level Evaluation Request that was sent to DelDOT referencing the proposed land use and the approved land use; the previously approved site access and DelDOT off-site requirements; the reduction in proposed site access points; the reduction in proposed land use, due to the size and projected traffic; a trip generation study; DelDOT projects; a summary with attachments relating to the Zoning Map; the Future Land Use Map; previously approved entrances; previously approved construction plans; approved minor subdivisions; traffic impact studies; current trip generations; PLUS comments and Responses; and DelDOT contracts. Mr. Lank advised the Commission that the Department has not received any correspondence in support of or in opposition to this application to date. The Commission found that James Fuqua, Esquire of Fuqua, Yori and Willard, P.A. was present on behalf of the applicants with Ring Lardner, Professional Engineer of Davis, Bowen and Friedel, Inc. and that they stated in their presentations and in response to questions raised by the Commission that the applicants were out of state and apologize for not being available for the public hearing; that they are proposing 142 multi-family units on 31.34 acres of land; that access to the site will be from Oak Orchard Road; that the parcel contains approximately 1,000 feet of frontage along John J. Williams Highway; that the site is zoned B-1 Neighborhood Business; that the property to the west is an undeveloped C-1 General Commercial zoned property; that the property to the south is a GR General Residential subdivision; that the properties to the east include the Nanticoke Indian Museum and the Boys and Girls Club and Oak Orchard Road; that the entrance will be limited to Oak Orchard Road; that multi-family use can be considered permitted if the Conditional Use is approved; that the property was purchased in 2002 with the B-1 Neighborhood Business zoning, and a 24 lot business park subdivision was proposed; that the business park subdivision never developed; that in 2005 a mixed use business and multi- family proposal was submitted proposing 99 units; that the Planning and Zoning Commission had recommended approval of a Conditional Use for that purpose for a reduced 79 units in March of 2006; that the mixed use proposal never developed; that another site plan was filed for a shopping center with nine (9) buildings and 800 parking spaces, which never developed; that the area has grown with multiple rezoning applications providing commercial space for large groceries, convenience stores, drug stores, etc.; that the real estate market for commercial space in the area has decreased along with the economic slowdown in the County; that the Oak Orchard Sewer District also caused delay in planning for construction; that the applicants feel that multi-family use is a more appropriate use of this property at this time; that proposing 142 units conforms to the Sewer District capacity allocation; that the site is located in the Oak Orchard Sanitary Sewer District; that central water will be provided by Tidewater Utilities; that the land is cleared, not wooded; that the site is not in a flood zone; that there are no wetlands on the property; that no historical or cultural issues have been found on the property; that the stormwater facilities will be designed per the Sussex Conservation District regulations; that the site is located in the Indian River Volunteer Fire Company service area; that the site is in the Indian River School District; that DelDOT has advised them that the only vehicular access to the site will be from Oak Orchard Road; that there will not be any vehicular access from John J. Williams Highway; that the use is less impacting than commercial uses; that the Delaware State 6 Housing Authority supports the intended use; that they are proposing to create a boulevard drive with internal access; that the drives will be built to County specifications; that the recreation area will include a pool, pool house, and tot lots; that they are proposing set-asides for possible interconnection to the adjacent property to the west; that they are planning an open space area adjoining the Nanticoke Indian Museum; that sidewalks will be provided; that a 10-foot wide landscape strip/screen will be provided on the south side, adjacent to Oak Meadows Subdivision; that a 6-foot high privacy fence is proposed to be erected on the west side; that landscaping and a multi-use path are proposed along Route 24; that stormwater management facilities will be designed subject to the approval of the Sussex Conservation District with wet ponds and infiltration areas; that there will be no more run-off than what already exists; that the use is appropriate and conforms to the Comprehensive Land Use Plan and the Zoning Code; that they are submitting suggested proposed Findings of Fact for consideration; that water currently settles near the center of the property and then runs off toward the southwest corner of the property and then drains toward the Indian River Bay to the south; that they will not be impacting any wellhead protection areas; that the Department of Education did not comment on the application when the application was reviewed by PLUS; that they will be submitting plans to the Indian River School District for information on the need and location of a bus stop; that DelDOT requires that the entrance plan be reviewed by DART; that DelDOT estimates that the proposed project will generate 90% less traffic than a large scale commercial use; that the project will actually improve drainage in the area and on adjacent properties; that there should be no negative impact on adjacent developments; that an existing sewer line easement exist between the site and the museum property; that the developer is proposing additional landscaping along the property line with the museum and the Boys and Girls Club; that there should be approximately 40 feet between the property line to the south and any buildings; that an existing Tidewater Utilities easement along the rear line will be extinguished; that sidewalks can be extended to the Boys and Girls Club entrance and/or Oak Orchard Road; that the buildings will be either two or three stories tall; and that the units may be sold in the $200,000.00 price range. Ms. Cornwell provided the Commission with comments prepared by the staff when they reviewed the application. The Commission found that there were no parties present in support of the application. The Commission found that Natosha Carmine, Chief of the Nanticoke Tribe, John Baqun, a resident of Oak Meadows, and Ronney Wright, a property owner across John J. Williams Highway, were present and expressed concerns that the Nanticoke Indian Museum is a historic site; that the Tribe is concerned about the impact of any development on the Museum property; that the Tribe is concerned about traffic and traffic volumes existing and increased due to this and other projects; that the Tribe does not want foot traffic crossing their property due to safety concerns and trespassing; that there are drainage concerns in the area; that the Tribe would have liked to have been informed more about the details of the project; that they would hope that the building heights will conform to the height of the museum building; that they would like consideration in the landscaping in the buffer areas; that an earthen berm may benefit the Oak Meadows subdivision; that, today, the site has approximately 5 acres of standing water on it at a depth of 2 foot; that the Oak Meadows community has been impacted by runoff from the site in the past; that the majority of the lots in Oak Meadows are occupied year round; that an entrance 7 to the westerly end of the site on Route 24 may resolve some of the traffic issues; that parking lot lighting may impact the residents in the area; that vehicular lights may also impact the residents in the area; that fencing and landscaping along Route 24 may help in blocking out vehicular lights; that the use of a tribal name for the project and street names may be appropriate; and that the residents of the area are aware that DelDOT will be improving and widening Route 24. The Commission found that Mr. Lardner responded to the lighting questions by advising the Commission that street lights will be downward illuminated and will be designed and located by the Delaware Electric Cooperative, the electrical utility for the area. At the conclusion of the public hearings, the Commission discussed this application. On February 25, 2016 there was a motion by Mr. Smith, seconded by Mr. Ross, and carried unanimously to defer action for further consideration. Motion carried 5 – 0. On March 10, 2016 the Commission discussed this application under Old Business/ Mr. Ross stated that he has a motion prepared for consideration and added that he hopes that the developer will work with the Nanticoke Indian Museum when naming the project. Mr. Ross stated that he would move that the Commission recommend approval for Conditional Use No. 2045 for Robert and Deborah Reed for a conditional use for multi-family dwelling structures based upon the record made during the public hearing for the following reasons: 1) The property contains approximately 1,000 feet of frontage along Route 24. 2) The applicants purchased the property in 2002 with the B-1 Neighborhood Business zoning in place. At that time, a 24 lot business park subdivision was proposed and approved, but never developed. 3) In 2005, a mixed-use business and multi-family proposal was submitted with 99 units on this property. The Planning and Zoning Commission recommended approval of a conditional use for this purpose in 2006. This mixed-use development was never built on the property. 4) Another site plan was submitted and approved for a shopping center with 9 buildings and 800 parking spaces. That proposal was never developed on the property either. 5) This application is consistent with the prior approvals for the property. 6) The site of the proposed conditional use is located in a Developing Area according to the Sussex County Comprehensive Plan. Multi-family residential development is an appropriate use in this Area. 7) The residential development will be served as part of a Sussex County Sanitary Sewer District and central water will be provided by a public utility company. 8) The site is located adjacent to Route 24, a major roadway. The development will comply with all roadway and entrance improvements required by the Delaware Department of Transportation. In addition, the proposed residential development will have a significantly lower traffic impact than if the site was developed for commercial or business uses. 9) The proposed development is located in close proximity to existing services, other commercial zonings and uses and employment opportunities. 8 10) The proposed density of 142 multi-family units is appropriate for this site and the County Engineering Department has stated that sewer capacity is available for this density. 11) This recommendation is subject to the following conditions: a. There shall be no more than 142 multi-family units constructed on the site. b. All entrances, intersections, roadways and multi-modal improvements required by the Delaware Department of Transportation shall be completed by the applicant in accordance with the Department’s requirements. c. The development shall be served by Sussex County sewer as part of the Oak Orchard Sanitary Sewer District. d. The residential development shall be served by a public central water system providing adequate drinking water and fire protection as required by applicable regulations. e. Stormwater management and erosion and sediment control facilities shall be constructed in accordance with applicable State and County requirements. These facilities shall be operated in a manner that is consistent with Best Management Practices. The Final Site Plan shall contain the approval of the Sussex Conservation District. f. The applicant shall submit as part of the Final Site Plan review a landscape plan showing the proposed tree and shrub landscape design. g. The applicant shall form a homeowners or condominium association responsible for the perpetual maintenance of streets, roads, buffers, stormwater management facilities, erosion and sediment control facilities and other common areas. h. Road naming and addressing shall be subject to the review and approval of the Sussex County Mapping and Addressing Department. i. Construction, site work, grading and deliveries of construction materials, landscape materials and fill on, off or to the property shall only occur between Monday and Friday during the hours of 8:00 a.m. and 6:00 p.m. and on Saturday between the hours of 9:00 a.m. and noon. j. As stated by the applicant, there shall be a recreation area that will include a pool, pool house, and playground areas. These amenities shall be open and available to the residents prior to the issuance of the 96th residential building permit. k. As stated by the applicant, sidewalks shall be provided throughout the development as shown on the perimeter site plan, with the addition of the sidewalk connecting to the Boys and Girls Club. l. A landscape buffer shall be provided between this property and the Nanticoke Indian Museum. Details of the buffer shall be shown on the landscape plan included as part of the Final Site Plan review process. m. As proposed by the applicant, a six-foot high privacy fence shall be erected along the west side of the property and landscaping and a multi-modal path shall be installed along Route 24. Also, a 10 foot wide landscaping strip with screening shall be provided along the south side of the project, adjacent to the Oak Meadows Subdivision. n. Any streetlights associated with the project shall be downward screened so that they do not shine on adjacent properties or roadways. o. This preliminary approval is contingent upon the applicant submitting a revised preliminary site plan either depicting or noting the conditions of this approval upon it. 9 The staff shall review and approve the revised site plan upon confirmation that the conditions of approval have been depicted or noted on it. p. The Final Site Plan shall be subject to the review and approval of the Sussex County Planning and Zoning Commission. Motion by Mr. Ross, seconded by Johnson, and carried unanimously to forward this application to the Sussex County Council with the recommendation that the application be approved for the reasons and with the conditions stated. Motion carried 4 – 0. C/Z #1792 – Ray C. & Candice E. Sammons An Ordinance to amend the Comprehensive Zoning Map of Sussex County from a C-1 (General Commercial District) to an AR-1 (Agricultural Residential District) for a certain parcel of land lying and being in Seaford Hundred, Sussex County, containing 20,833 square feet, more or less. This property is located at the southwest corner of Oak Grove Road (Road 549B) and North Oak Grove Road (Road 549) (911 Address: 2568 Oak Grove Road, Seaford) Tax Map I.D. 531-8.00-26.01. Mr. Lank advised that Commission that DelDOT comments were not requested since this application is a downzoning from C-1 General Commercial to AR-1 Agricultural Residential. The Commission found that the County Engineering Department Utility Planning Division provided comments on January 27, 2016 in the form of a memorandum advising that the property is located in the Western Sussex Planning Area #3; that use of an on-site septic system is proposed; that conformity to the Western Sussex Planning Study will be required; that the property is not in an area where the County has a schedule to provide sewer at this time; and that a concept plan is not required. The Commission found that Ray C. Sammons and Candice E. Sammons were present on behalf of their application and stated that the property was originally rezoned to C-1 General Commercial so that he could operate his heating and air conditioning business; that the business has been closed since 1993; that they have been advised that if they sold the property the buyers would be required to obtain a commercial loan since the property was zoned commercially; that there would be no negative impact on the community by rezoning this property since all of the properties in the area are zoned AR-1 Agricultural Residential; and that the area is predominantly used either agriculturally or residentially. The Commission found that there were no parties present in support of or in opposition to this application. At the conclusion of the public hearings, the Commission discussed this application. Mr. Smith stated that he would move that the Commission recommend approval of Change of Zone No. 1792 for Ray C. and Candice E. Sammons for a downzoning from C-1 General Commercial to AR-1 Agricultural Residential based on the record made during the public hearing and for the following reasons: 10 1) The property is surrounded by AR-1 Agricultural Residential lands, and rezoning this parcel to AR-1 Agricultural Residential will make it consistent with the area zoning. 2) The property was previously rezoned to C-1 General Commercial by the applicants for their business. That business no longer exists, so there is no reason to continue with C-1 General Commercial zoning on this property. 3) The property is only 20,833 square feet in size. It would be very difficult to develop this property commercially given the size of it. AR-1 Agricultural Residential zoning is more appropriate for a parcel of this size. 4) The rezoning will not adversely affect area properties or roadways. Downzoning it to AR-1 Agricultural Residential should have a positive impact on the area. 5) No parties appeared in opposition to this application. Motion by Mr. Smith, seconded by Mr. Ross, and carried unanimously to forward this application to the Sussex County Council with the recommendation that the application be approved for the reasons stated. Motion carried 5 – 0. 11 CENTRAL AV JOHNSTON ST Conditional Use µApplication #2042 Legend Agricultural - AR-1 High Density Residential Commercial Residential - CR-1 Agricultural - AR-2 Vacation, Retire, Resident - VRP Marine - M Medium Residential - MR Neighborhood Business - B-1 Limited Industrial - LI-1 General Residential - GR General Commercial - C-1 Light Industrial - LI-2 Heavy Industrial - HI-1 0 5 10 20 30 40 Feet 1 inch = 25 feet TIDEWATERS GARY AV ROLLING RD LIVERPOOL LN MERSEY DR PINE REACH SANDALWOOD DR LIMERICK DR NEWRY DR HOLLAND GLADE RD CHELMER DR METZ WAY THOMPSON CT HENLOPEN AV WADES CT MAASS LN COLUMBIA AV COASTAL HWY KENT ST ELEANOR LEE LN E GROVE ST SUSSEX ST DUFFY ST REHOBOTH AV AMES DR NORWOOD ST QUEENS CT CHURCH ST RAMP CENTRAL AV RAMP HEBRON RD MUNSON ST SHUTTLE RD COASTAL HWY REHOBOTH AVENUE EXT SIXTH STSTATE RD LAUREL ST HICKMAN ST COUNTRY CLUB DR DUVALL BLVD LEE ST TABASCO LN SCHOOL LN PHILLIPS ST STATE RD TALON DR JEFFERSON ST CROYDON RD KINGSBRIDGE RD EAGLE DR JEB DR CORNWALL RD COVENTRYCARDIFF RD RD OYSTER HOUSE RD BAY VISTA RD BAY RD Conditional Use PINE ST µCOUNTRY CLUB RD WEST DR Application #2042 ROOSEVELT ST Legend Agricultural - AR-1 High Density Residential Commercial Residential - CR-1 BURTON CT Agricultural - AR-2 Vacation, Retire, Resident - VRP Marine - M Medium Residential - MR Neighborhood Business - B-1 Limited Industrial - LI-1 EAST DR General Residential - GR General Commercial - C-1 BLACKPOOLLight Industrial RD - LI-2 SOMERSET RD Heavy Industrial - HI-1 STAFFORD RD 0 335 670 1,340 2,010 2,680 SHERBORNE RD BALD EAGLE RD Feet 1 inch = 1,042 feet 1ST ST CENTRAL AV JOHNSTON ST Conditional Use µApplication #2042 Legend Agricultural - AR-1 High Density Residential Commercial Residential - CR-1 Agricultural - AR-2 Vacation, Retire, Resident - VRP Marine - M Medium Residential - MR Neighborhood Business - B-1 Limited Industrial - LI-1 General Residential - GR General Commercial - C-1 Light Industrial - LI-2 Heavy Industrial - HI-1 0 5 10 20 30 40 Feet Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, 1 inch = 25 feet USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Introduced 1/05/16 Council District No. 4 - Cole Tax Map I.D. No. 334-13.20-24.00 911 Address: 19841 Central Avenue, Rehoboth ORDINANCE NO. ___ AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN A C-1 GENERAL COMMERCIAL DISTRICT FOR A MICROBREWERY TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN LEWES AND REHOBOTH HUNDRED, SUSSEX COUNTY, CONTAINING 5,000 SQUARE FEET, MORE OR LESS WHEREAS, on the 28th day of October 2015, a conditional use application, denominated Conditional Use No. 2042 was filed on behalf of Beachfire Brewing Company, LLC; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Conditional Use No. 2042 be ______; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County determined, based on the findings of facts, that said conditional use is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, and that the conditional use is for the general convenience and welfare of the inhabitants of Sussex County. NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article XI, Subsection 115-79, Code of Sussex County, be amended by adding the designation of Conditional Use No. 2042 as it applies to the property hereinafter described. SectionPROPOSED 2. The subject property is described as follows: ALL that certain tract, piece or parcel of land, lying and being situate in Lewes and Rehoboth Hundred, Sussex County, Delaware, and lying at the southeast corner of Central Avenue and Johnston Street and being more particularly described as lot 45 Block 4 of the “George E. Shockley’s” Development, said parcel containing 5,000 square feet, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. OAK ORCHARD RD JOHN J WILLIAMS HWY NELSA LN Conditional Use µApplication #2045 Legend OAK MEADOW DR Agricultural - AR-1 High Density Residential Commercial Residential - CR-1 Agricultural - AR-2 Vacation, Retire, Resident - VRP Marine - M Medium Residential - MR Neighborhood Business - B-1 Limited Industrial - LI-1 General Residential - GR General Commercial - C-1 Light Industrial - LI-2 Heavy Industrial - HI-1 0 60 120 240 360 480 Feet 1 inch = 187 feet BAY FARM RD YESHUA LN RIVER BREEZE DR MISSION PL JOANNE DR JOHN B DR MOUNT JOY RD CORDREY RD LEGION RD MERCHANT MAN DR BARKANTINE DR SKIPJACK DR PIAFFE LN CARAVEL DR SANDPEBBLE DR N OAK ORCHARD RD NELSA LN JOHN J WILLIAMS HWY OAK MEADOWBRIAR DRLN CLOVER LN SANDY DR THISTLE LN TECUMSEH PASS NORWOOD LN DEVON DR ROSDALE RD HONEYSUCKLELAYTON KNL DAVIS RD COMANCHE CIR GULL POINT RD CHIEF RD Conditional Use JACKSON DRAINE LN µApplication #2045SIOUX DR Legend Agricultural - AR-1 High Density Residential Commercial Residential - CR-1 Agricultural - AR-2 Vacation, Retire, Resident - VRP Marine - M Medium Residential - MR Neighborhood Business - B-1 Limited Industrial - LI-1 General Residential - GR General RIVERCommercial RD - C-1 Light Industrial - LI-2 Heavy Industrial - HI-1 KIRBY LN HOME PL 0 335 670 1,340 2,010 2,680 Feet 1 inch = 1,042 feet APACHE AV OAK ORCHARD RD JOHN J WILLIAMS HWY NELSA LN Conditional Use µApplication #2045 Legend OAK MEADOW DR Agricultural - AR-1 High Density Residential Commercial Residential - CR-1 Agricultural - AR-2 Vacation, Retire, Resident - VRP Marine - M Medium Residential - MR Neighborhood Business - B-1 Limited Industrial - LI-1 General Residential - GR General Commercial - C-1 Light Industrial - LI-2 Heavy Industrial - HI-1 0 60 120 240 360 480 Feet Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, 1 inch = 187 feet USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Introduced 1/26/16 Council District No. 4 – Cole Tax I.D. No. 234-29.00-69.01 and 69.08 – 69.11 911 Address: None Available ORDINANCE NO. ___ AN ORDINANCE TO GRANT A CONDITIONAL USE OF LAND IN A B-1 NEIGHBORHOOD BUSINESS DISTRICT FOR MULTI-FAMILY DWELLING STRUCTURES TO BE LOCATED ON A CERTAIN PARCEL OF LAND LYING AND BEING IN INDIAN RIVER HUNDRED, SUSSEX COUNTY, CONTAINING 21.34 ACRES, MORE OR LESS WHEREAS, on the 6th day of November 2015, a conditional use application, denominated Conditional Use No. 2045 was filed on behalf of Robert and Deborah Reed RE/MAX Realty Group; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Conditional Use No. 2045 be ______; and WHEREAS, on the ____ day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County determined, based on the findings of facts, that said conditional use is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, and that the conditional use is for the general convenience and welfare of the inhabitants of Sussex County. NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article X, Subsection 115-71, Code of Sussex County, be amended by adding the designation of Conditional Use No. 2045 as it applies to the property hereinafter described. Section 2. The subject property is described as follows: PROPOSEDALL that certain tract, piece or parcel of land, lying and being situate in Indian River Hundred, Sussex County, Delaware, and lying southwest of Oak Orchard Road (Route 5 and Road 297) approximately 600 feet south of John J. Williams Highway (Route 24) and fronting the southerly right-of-way of John J. Williams Highway (Route 24) and being more particularly described in the attached legal description provided by Davis Bowen & Friedel, Inc., said parcel containing 21.34 acres, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. 370 S N OAK GROVE RD HORSESHOE RD OAK GROVE RD 74 RD. 549RD. 549 191.1126.01 110S 960 S 184 26 122.5 117 115 1070 S 27 Change of Zone 96.9 28 461.7 µApplication #1792 Legend Tax Parcels General Residential - GR Commercial Residential - CR-1 Roads High Density Residential Marine - M Agricultural - AR-1 Vacation, Retire, Resident - VRP Limited Industrial - LI-1 Agricultural - AR-2 Neighborhood Business - B-1 Light Industrial - LI-2 Medium Residential - MR General Commercial - C-1 Heavy Industrial - HI-1 0 20 40 80 120 160 Feet 1 inch = 83 feet WILD TURKEY RD OAK GROVE RD HORSESHOE RD N OAK GROVE RD LONGACRE LN Change of Zone µApplication #1792 Legend Tax Parcels General Residential - GR Commercial Residential - CR-1 Roads High Density Residential Marine - M Agricultural - AR-1 Vacation, Retire, Resident - VRP Limited Industrial - LI-1 Agricultural - AR-2 Neighborhood Business - B-1 Light Industrial - LI-2 Medium Residential - MR General Commercial - C-1 Heavy Industrial - HI-1 0 300 600 1,200 1,800 2,400 Feet 1 inch = 1,042 feet 370 S N OAK GROVE RD HORSESHOE RD OAK GROVE RD 74 RD. 549RD. 549 191.1126.01 110S 960 S 184 26 122.5 117 115 1070 S 27 Change of Zone 96.9 28 461.7 µApplication #1792 Legend Tax Parcels General Residential - GR Commercial Residential - CR-1 Roads High Density Residential Marine - M Agricultural - AR-1 Vacation, Retire, Resident - VRP Limited Industrial - LI-1 Agricultural - AR-2 Neighborhood Business - B-1 Light Industrial - LI-2 Medium Residential - MR General Commercial - C-1 Heavy Industrial - HI-1 0 20 40 80 120 160 Feet 1 inch = 83 feet Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Introduced 1/05/16 Council District No. 1 - Vincent Tax Map I.D. No. 531-8.00-26.01 911 Address: 2568 Oak Grove Road, Seaford ORDINANCE NO. ____ AN ORDINANCE TO AMEND THE COMPREHENSIVE ZONING MAP OF SUSSEX COUNTY FROM A C-1 GENERAL COMMERCIAL DISTRICT TO AN AR-1 AGRICULTURAL RESIDENTIAL DISTRICT FOR A CERTAIN PARCEL OF LAND LYING AND BEING IN SEAFORD HUNDRED, SUSSEX COUNTY, CONTAINING 20,833 SQUARE FEET, MORE OR LESS WHEREAS, on the 12th day of October 2015, a zoning application, denominated Change of Zone No. 1792 was filed on behalf of Ray C. & Candice E. Sammons; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the Planning and Zoning Commission of Sussex County and said Planning and Zoning Commission recommended that Change of Zone No. 1792 be ______; and WHEREAS, on the ______day of ______2016, a public hearing was held, after notice, before the County Council of Sussex County and the County Council of Sussex County has determined, based on the findings of facts, that said change of zone is in accordance with the Comprehensive Development Plan and promotes the health, safety, morals, convenience, order, prosperity and welfare of the present and future inhabitants of Sussex County, NOW, THEREFORE, THE COUNTY OF SUSSEX HEREBY ORDAINS: Section 1. That Chapter 115, Article II, Subsection 115-7, Code of Sussex County, be amended by deleting from the Comprehensive Zoning Map of Sussex County the zoning classification of [C-1 General Commercial District] and adding in lieu thereof the designationPROPOSED of AR-1 Agricultural Residential District as it applies to the property hereinafter described. Section 2. The subject property is described as follows: All that certain tract, piece or parcel of land lying and being situate in Seaford Hundred, Sussex County, Delaware, and lying at the southwest corner of Oak Grove Road (Road 549B) and North Oak Grove Road (Road 549) and being more particularly described as follows: BEGINNING at an iron pipe on the southerly right-of-way of Oak Grove Road (Road 549B), a corner for these subject lands and lands, now or formerly, of Willin Farms, Inc.; thence easterly, southeasterly, and southerly along the southerly right-of-way of Oak Grove Road (Road 549B) and the westerly right-of-way of North Oak Grove Road (Road 549) approximately 326.37 feet to an iron pipe on the westerly right-of-way of North Oak Grove Road, a corner with lands, now or formerly, of Claudell Sammons; thence south 77°56ʹ00ʺ west 190.24 feet along said Sammons lands to a point; thence north 33°41ʹ00ʺ west 99.21 feet along aforementioned Willin Farms, Inc. lands to the point and place of beginning, and containing 20,833 square feet, more or less. This Ordinance shall take effect immediately upon its adoption by majority vote of all members of the County Council of Sussex County, Delaware. PROPOSED