Preliminary Land Use Service Application • Page 1 of 3 Preliminary Land Use Service (PLUS) State Planning Coordination 122 Martin Luther King Jr. Blvd., South • Dover, DE 19901 • Phone: 302-739-3090 • Fax: 302-739-5661 Purpose of PLUS - -The PLUS process is intended to provide consolidated State comments regarding the proposed project. The Applicant is encouraged to submit the application during the concept stages of planning as this process often offers recommendations for changes to the plan. The application should be submitted after the pre-application meeting with the local jurisdiction but before formal application is made.

Please complete this PLUS application in its entirety. All questions must be answered. If a question is unknown at this time or not applicable, please explain. Unanswered questions on this form could lead to delays in scheduling your review. This form will enable the state staff to review the project before the scheduled meeting and to have beneficial information available for the applicant and/or developer at the time of review. If you need assistance or clarification, please call the State Planning Office at (302) 739-3090.

PLUS Number (to be completed by OSPC): ______2018-11-07 Investment Level Per Strategies for State Policies and Spending (to be determined by OSPC): ______1/2/Out of Play

1. Project Title/Name: Eagle Hunt

2. Location ( please be specific): North Old Pike, Christiana, DE 09-030.10-090 through 09-030.10-077; 4. County or Local Jurisdiction Name: where project is 3. Parcel Identification #: 09-030.30-245 through 09-030.30-266 located: New Castle County 5. If contiguous to a municipality, are you seeking annexation: No

6. Owner’s Name: Eagle Hunt LLC c/o Allied Properties

Address: PO Box 7189

City: Wilmington State: DE Zip: 19803

Phone: (302)479-8314 Fax: (302)478-0647 Email: [email protected]

7. Equitable Owner/Developer (This Person is required to attend the PLUS meeting):

Address:

City: State: Zip:

Phone: Fax: Email:

8. Project Designer/Engineer: Karins and Associates

Address: 17 Polly Drummond Center, Suite 201

City: Newark State: DE Zip: 19711

Phone: (302)369-2900 Fax: (302)369-2975 Email: [email protected]

9. Please Designate a Contact Person, including phone number, for this Project: Clifford O. Mitchell, P.E. Preliminary Land Use Service Application • Page 2 of 3

Information Regarding Site:

10. Type of Review: Rezoning, if not in compliance with certified comprehensive plan Site Plan Review X Subdivision 11. Brief Explanation of Project being reviewed: Residential subdivision, 24 townhouses

If this property has been the subject of a previous LUPA or PLUS review, please provide the name(s) and date(s) of those applications. -none-

12. Area of Project (Acres +/-): 13.95+/- Number of Residential Units:24 Commercial square footage: 0

13. Present Zoning: S 14. Proposed Zoning: ST

15. Present Use: vacant 16. Proposed Use: 24 townhouses 17. Water: Central (Community system) Individual On-Site X Public (Utility) Service Provider Name: Suez Water

Will a new public well be located on the site? Yes X No 18. Wastewater: Central (Community system) Individual On-Site X Public (Utility) Service Provider Name: New Castle County

Will a new community wastewater system be located on this site? Yes X No 19. If residential, describe style and market segment you plan to target (Example- Age restricted): undecided

20. Environmental impacts:

How many forested acres are presently on-site? 13.9+/- How many forested acres will be removed? 5.7+/-

To your knowledge, are there any wetlands, as defined by the U.S. Army Corps of Engineers or the Department of Natural Resources and Environmental Control, on the site? X Yes No

Are the wetlands: Tidal Acres: X Non-tidal Acres: 3.4+/-

If “Yes”, have the wetlands been delineated? X Yes No

Has the Army Corps of Engineers signed off on the delineation? Yes X No

Will the wetlands be directly impacted and/or do you anticipate the need for wetland permits? Yes X No If “Yes”, describe the impacts: sanitary sewer construction: How close do you anticipate ground disturbance to wetlands, streams, wells, or waterbodies? 0.008______ac disturbance

21. Does this activity encroach on or impact any tax ditch, public ditch, or private ditch (ditch that directs water off-site)? Yes X No

22. List the proposed method(s) of stormwater management for the site: on-site stormwater management basin

23. Is open space proposed? X Yes No If “Yes,” how much? Acres: 10.02+/-

What is the intended use of the open space (for example, active recreation, passive recreation, stormwater management, wildlife habitat, historical or archeological protection)? passive recreation, stormwater management

24. Are you considering dedicating any land for community use (e.g., police, fire, school)? Yes X No Preliminary Land Use Service Application • Page 3 of 3

25. Please estimate How many vehicle trips will this project generate on an average weekday? A trip is a vehicle entering or exiting. If traffic is seasonal, assume peak season: 186

What percentage of those trips will be trucks, excluding vans and pick-up trucks? 5.15%

26. Will the project connect to state maintained roads? X Yes No 27. Please list any locations where this project physically could be connected to existing or future development on adjacent lands and indicate your willingness to discuss making these connections. Being situated between routes 1 and 7, there is nearly no physical possibility of this project being connected to future developmens. 28. Are there existing sidewalks? Yes X No; bike paths Yes X No Are there proposed sidewalks? X Yes No; bike paths Yes X

Is there an opportunity to connect to a larger bike, pedestrian, or transit network? Yes X No

29. To your knowledge, is this site in the vicinity of any known historic/cultural resources or sites? Yes X No

Has this site been evaluated for historic and/or cultural resources? Yes X No

Would you be open to a site evaluation by the State Historic Preservation Office? X Yes No

30. To promote an accurate review of your parcel’s features, would you permit a State agency site visit? X Yes No Person to contact to arrange visit: James______Oeste phone number: ______(302)479-8314

31. Are any federal permits, licensing, or funding anticipated? Yes X No I hereby certify that the information on this application is complete, true and correct, to the best of my knowledge.

______10/1/18 Signature of property owner Date

______10/1/18 Signature of Person completing form Date (If different than property owner) Signed application must be received before application is scheduled for PLUS review. This form should be returned to the Office of State Planning electronically at [email protected] along with an electronic copy of any site plans and development plans for this site. Site Plans, drawings, and location maps should be submitted as imageg files (JPEG,( , GIF,, TIF,, etc.)) or as PDF files. GIS data sets and CAD drawingsg mayy also be submitted. IfIf electronicelectronic copycopypy off thethe plan isis not available,available, contactcontact 7KH2IILFHRI6WDWH3ODQQLQJ&RRUGLQDWLRQ7KH2IILFHRI6WDWH3ODQQLQJ&RRUGLQDWLRQ at (302)(302) 739-3090739-3090 forfor furtherfurther instructions.instructions. A signed copy should be forwarded to the Office of State Planning, 122 William Penn Street, Dover, DE 19901. Thank you for this input. Your request will be researched thoroughly. Please be sure to note the contact person so we may schedule your request in a timely manner. NOTES:

1. TAX PARCEL NUMBER(S): 09-030.10-070 THRU 077; 09-030.30-245 THRU 266 EDGEBROOKE 2. ZONING DISTRICT DESIGNATION: EXISTING: S PROPOSED: ST EXPLORATORY MAJOR SUBDIVISION PLAN

3. SOURCE OF TITLE. D.R. 1907-162

4. SURVEY DATUM: NAVD 88 SITE EAGLE HUNT NORTH OLD SITE TOPOGRAPHY WAS OBTAINED FROM A FIELD SURVEY PERFORMED BY ENGINEERING CONSULTING, INC. IN AUGUST, 2008. BROWNS LANE (SITE BENCHMARK IS MONUMENT RM-2, LOCATED ON BAYARD STREET, ELEVATION 77.81.) ROADWAY TOPOGRAPHY ALONG NORTH OLD BALTIMORE PIKE, FROM FIELD SURVEY BY KARINS AND ASSOCIATES IN MAY, 2017. N06° 57' 11"E 273.95'274.95' NUMBER OF EXISTING MONUMENTS: 0 NUMBER OF PROPOSED MONUMENTS: 23 DE ROUTE 1

5. SITE GROSS ACREAGE: 13.9465 AC. - NEW CASTLE COUNTY, DELAWARE WEST MAIN STREET SITE NET ACREAGE: 12.9542 AC. DE ROUTE 273 6. WATER SUPPLIER: SUEZ WATER WATER SUPPLY IS SUBJECT TO THE APPROVAL OF THE DELAWARE STATE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL AND THE DELAWARE DEPARTMENT OF PUBLIC HEALTH.

7. SANITARY SEWER: NEW CASTLE COUNTY SEWERAGE IS SUBJECT TO THE APPROVAL OF THE NEW CASTLE COUNTY DEPARTMENT OF SPECIAL SERVICES. AT THE TIME OF APPROVAL OF THIS PLAN, SEWER CAPACITY EXISTED TO ACCOMMODATE THE ANTICIPATED FLOWS GENERATED BY THIS ADDITIONAL DEVELOPMENT. NEW CASTLE COUNTY HAS COMMITTED TO PROVIDE SEWER SERVICE IN ACCORDANCE WITH THE LAND DEVELOPMENT IMPROVEMENT AGREEMENT FOR THIS LOCATION MAP SCALE: 1" = 800' DEVELOPMENT. THE OWNER OF THIS PROPERTY, HIS SUCCESSORS OR ASSIGNS, SHALL BE RESPONSIBLE FOR EXTENDING SEWER SERVICE TO EACH LOT SHOWN ON OR CREATED BY THIS PLAN.

PROPOSED SEWER FLOWS: AVERAGE FLOW: 24 UNITS @ 250 GAL/DAY = 6,000 GAL/DAY PEAK FLOW: 4X AVERAGE FLOW = 24,000 GAL/DAY FROM ROOF DRAIN 4" HDPE ABOVE GROUND APPROX. INV. = 51.53 (S) (UNK. SIZE & MATERIAL) STORM PIPE KENNETH BAUMGARDT DR 20030917-0119586

LANDS N/F 8. PROPERTY OWNER: EAGLE HUNT LLC 51.41 (N) ANDREW B & LILLIAN THOMAS

DR 20070919-0083101

KENNETH A DIVERS

STRAIGHTWAY MINISTRIES

C/O ALLIED PROPERTIES DR 20020801-0074104 PAUL MALASCALZA DR U122-242

MABLE MOODY, ETAL LANDS N/F

DR 20130619-0039302 LANDS N/F

ANGELA J CARFIELLO

DR 20130807-0051746 EXISTING BUILDING LANDS N/F

WR 075265 LANDS N/F LANDS N/F PO BOX 7189 LANDS N/F

SANITARY MANHOLE PLACE MOODY TOP = 74.94 EXISTING EXISTING BUILDING EXISTING WILMINGTON, DE 19803 BUILDING SANITARY MANHOLE BUILDING ASPHALT DRIVE WITH TOP = 77.01 EXISTING CONCRETE BUILDING BARRIER 9. EXISTING LOTS AND/OR DWELLING UNITS: 0 NORTHWV OLD BALTIMORE PIKE WV S S S SS SS SS SS SS SS SS SS SS PROPOSED LOTS AND/OR DWELLING UNITS: 24 75' ROW DEDICATED TO PUBLIC USE

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 10. PARKING RATIONALE: REQUIRED: 24 * 2.25 = 54 SPACES PROVIDED: ON LOT = 48 SPACES OVERFLOW = 7 SPACES N06° 57' 11"E 274.95' EXISTING BUILDING EXISTING TOTAL = 55 SPACES BUILDING

EXISTING BUILDING 11. SUBDIVISION / SITE DATA: AREA IN EXISTING R/W

(OLD BALTIMORE PIKE - NORTH) 0.2997 AC. N82° 48' 37"W 24.50' EXISTING BUILDING REMAINING AREA IN EXISTING PRIVATE R/W N87° 33' 37"W 28.19' (OTHER LANDS OF EAGLE HUNT LLC) 0.5455 AC. N87° 33' 37"W 104.11' AREA IN PROPOSED R/W 1 (OLD BALTIMORE PIKE - NORTH) 0.1252 AC. LANDS N/F CHRISTIANA COMMUNITY AREA IN PROPOSED R/W (EAGLE HUNT LANE) 0.6760 AC. CENTER, INC. 2 AREA IN LOTS 2.2849 AC. TP 09-030.00-092 DR 1883-285 AREA IN SWM EASEMENT* 0.6336 AC. ZONED: NC6.5 3 AREA IN SAN. SEWER EASEMENT* 1.0526 AC. 4 AREA IN OPEN SPACE 10.0152 AC. N74° 18' 26"W 70.93' *INCLUDED IN OPEN SPACE

FH 4 TOTAL 13.9465 AC.

S76° 51' 51"E 515.04' 5 SUMMARY TABLE

24 LANDS N/F LANDS N/F LANDS N/F LANDS N/F LANDS N/F ITEM AREA (AC.) % OF TOTAL 6 LANDS N/F OLD FORT UNION AMERICAN FRANCISCO ROBERT W. & CHRISTINACLYDE R & JUDY T HAHN & JAMES H & LOUISE T MACKIE NERINA LISA PILCHARD & METHODIST EPISCOPAL LOPEZ-VAZQUEZ ROGERS BRENDA S IRWIN TP 09-030.00-073 JOHN E MARCONE &

PRIVATE ROW 7 TP 09-030.00-074

STREETS 0.6760 5.21 23 CHURCH TP 09-030.00-076 TP 09-030.00-075 MF 20020321-0026664 JOANNE COLLINS DR 20150717-0035511 DR 20180716-0035616 DR 20100707-0035155 DR S65-232 TP 09-030.00-071 LOTS 2.2849 17.61 TP 09-030.00-077

DR 20141219-0057374 ZONED: NC21 ZONED: NC21 ZONED: NC21 ZONED: NC21 DR WR144917

22 PRIVATE OPEN SPACE 10.0152 77.18 8 ZONED: NC21 ZONED: ST

TOTAL** 12.9761 100.00 ** TOTAL ACREAGE OF THE EAGLE HUNT SUBDIVISION (12.9761 AC.) 21

INCLUDES THE BASE SITE AEA (12.9542 AC.) PLUS 0.0219 AC. OF THE 9

EXISTING 0.5674 AC. PATTERSON LANE PRIVATE R.O.W. N66° 48' 37"W 296.99'

10 LANDS N/F 20 LOUISE G WEBSTER L.E. 12. FLOODPLAIN TP 09-030.00-078 PATTERSON LANE

A PORTION OF THE SITE LIES WITH THE 100-YEAR FLOODPLAIN. LIMITS OF THE 100-YEAR FLOOD PLAIN WERE TAKEN FROM THE FLOOD INSURANCE DR 20130312-0015792 11

RATE MAP NO. 10003C0145J, DATED JANUARY 17, 2007. ZONED: NC6.5 19

12 N06° 41' 23"E 989.88' 18

13. WATER RESOURCE PROTECTION AREA (WRPA)

WL

WL NO PORTION OF THE SITE LIES WITHIN THE WRPA, AS PER THE “WATER RESOURCE PROTECTION AREAS FOR NEW CASTLE COUNTY DELAWARE 17 EAGLE HUNT LANE

MAP 1 OF 3, REVISED MARCH 2017. 13 RBA

A=97.37, R=448.42

16 WL

14. WETLANDS WL Δ=012°26'28" 14 RBA A WETLANDS INVESTIGATION WAS PERFORMED BY JCM ENVIROMENTAL CONSULTANTS DATED DECEMBER, 2011. PORTIONS OF THIS SITE

CONTAIN FRESHWATER WETLANDS. WETLAND BOUNDARIES DEPICTED ON THIS PLAN WERE DELINEATED IN ACCORDANCE WITH THE PROCEDURE N78° 18' 30"W 82.51' WL

SETFORTH IN THE 1987 FEDERAL MANUAL FOR INDENTIFYING AND DELINEATING JURISDICTIONAL WETLANDS DATED JANUARY 1987, OR AS LATER 15

PRECAUTIONARY WL

STEEP SLOPES SWMA

AMENDED. THIS PLAN PROPOSES NO WETLANDS FILLING. WL WL 100YR WL 100YR

3 WL WL

WL WL WL 15. CRITICAL NATURAL AREAS INDEX OF SHEETS WL

THE STATE INVENTORY OF NATURAL AREAS HAS BEEN EXAMINED AND NO CRITICAL NATURAL AREAS (CNA) EXIST ON SITE. RBA WL WL S37° 14' 28"E 281.64'

WL WL SHEET 1 TITLE SHEET WL WL

16. DEED RESTRICTIONS N81° 56' 41"W 165.00' RUN EAGLE WL WL

WL WL WL

AT THE TIME OF THIS PLAN SUBMITTAL THERE WERE NO DEED RESTRICTIONS ASSOCIATED WITH THIS PARCEL. WL WL WL SHEET 2 & 3 PLAN SHEETS STORMWATER MANAGEMENT AREA

19.484± S.F.

WL WL WL

17. SUPERSEDES NOTE 9 100YR 23.58, R=3069.7 100YR THIS PLAN SUPERSEDES, IN PART, THE PLAN OF EAGLE HUNT DATED 12-17-12 AND RECORDED ON 3-13-13 IN THE RECORDER OF DEEDS IN AND FOR A=2 WL NEW CASTLE COUNTY, STATE OF DELAWARE, INSTRUMENT NO. 20130313-0016305. N87° 11' 58"W 52.81' Δ=004°10'23" S19° 59' 53"W 335.59' WL WL WL " 18. DEBRIS DISPOSAL LANDS N/F WL '10 0

SARAH MOODY STATE ROUTE #1 3 .0 WL 3 0 NO DEBRIS SHALL BE BURIED ON THE SITE. STATE OF DELAWARE 2° 9 TP 09-030.00-079 04 =4 DR I44-87 DEDICATED PUBLIC ROAD WL Δ= , R S13° 21' 02"W 151.38' 92 19. TOTAL LENGTH OF PUBLIC AND PRIVATE RIGHT-OF-WAYS: ZONED: NC21 63. A=30.00, R=3069.79 A=3 PUBLIC STREETS (EAGLE HUNT LANE) Δ=000°33'36" 50' ROW 96± L.F. PURPOSE NOTE: 26' ROW 681± L.F. S25° 50' 41"W 70.19' PRIVATE STREETS (PATTERSON LANE) 701± L.F. THE PURPOSE OF THIS PLAN IS TO DEVELOP THE SUBJECT PROPERTY AS A 24 LOT SINGLE FAMILY ATTACHED DWELLING 20. CONSERVATION EASEMENT DEVELOPMENT. ANY AREA DESIGNATED FOR PROTECTION AS A NATURAL RESOURCE PURSUANT TO ARTICLE 10 OF THE NEW CASTLE COUNTY UNIFIED LEGEND REZONE THE PARCEL FROM S TO ST. DEVELOPMENT CODE IS HEREBY PROTECTED BY A CONSERVATION EASEMENT THAT SHALL RUN IN PERPETUITY FOR THE BENEFIT OF NEW CASTLE PROPOSED EXISTING COUNTY. ANY AREA ON THIS PLAN DELINEATED AS A CONSERVATION EASEMENT SHALL REMAIN IN ITS NATURAL STATE. LOT LINES

21. STEEP SLOPES BUILDING RESTRICTION LINES A PORTION OF THIS SITE CONTAINS PRECAUTIONARY STEEP SLOPES AS DEFINED BY DIVISION 40.33.30 OF THE UDC. RIGHT OF WAY

22. NATURAL RESOURCES EASEMENT RIPARIAN BUFFER (INCLUDING WETLANDS. FLOOD PLAIN AND PART OF YOUNG FOREST): 5.6712± AC. APPLICATION NO. XXXX-XXXX LOD LIMITS OF DISTURBANCE FORESTS, YOUNG (OUTSIDE RBA) 5.9452± AC. STEEP SLOPES (< 25% WITHIN YOUNG FOREST OUTSIDE RBA) 0.8714± AC. SIDEWALK EXPLORATORY MAJOR SUBDIVISION PLAN PAVING TOTAL RESOURCE LAND FOR (RIPARIAN BUFFER AND FORESTS, YOUNG OUTSIDE RBA) 11.6164± AC. 80 LOT NUMBER (49) CONTOUR 84 EAGLE HUNT 23. TOTAL LAND DISTURBANCE PROPOSED BY THIS PLAN IS 5.73± AC. 58 x 50 SPOT GRADE 31x25 SITUATE IN: WHITE CLAY HUNDRED, NEW CASTLE COUNTY, DELAWARE CATCH BASIN nd Ass STORM MANHOLE ST s a oc n ia Karins and Associates ri t a N e date s ENGINEERS ● PLANNERS ● SURVEYORS STORM SEWER PIPE K W E

E S NEWARK, DE & GEORGETOWN, DE s n r

g

FLARED END SECTION W/ RIP-RAP o www.karinsengineering.com i n y e e e v 17 POLLY DRUMMOND CENTER * SUITE 201 S SANITARY MANHOLE S r r s Su NEWARK, DELAWARE 19711 Pl rs checked a nne CERTIFICATE OF PLAN ACCURACY CERTIFICATE OF OWNERSHIP CERTIFICATION OF PLAN APPROVAL SS SS SANITARY SEWER PIPE SS SS PHONE: (302) 369-2900 FAX: (302) 369-2975 OWNER: PROPERTY ADDRESS: I, CLIFFORD O. MITCHELL, PE HEREBY CERTIFY THAT I AM A REGISTERED I, JAMES H. OESTE, HEREBY CERTIFY THAT EAGLE HUNT LLC IS THE OWNER 8" W WATER LINE PROFESSIONAL ENGINEER WITH A BACKGROUND IN CIVIL ENGINEERING IN THE OF THE PROPERTY WHICH IS SUBJECT OF THIS PLAN AND THE LAND USE EAGLE HUNT LLC EAGLE HUNT LANE APPROVED BY FH STATE OF DELAWARE, AND THAT ALL OF THE INFORMATION ON THIS PLAN IS TRUE ACTION PROPOSED BY THIS PLAN IS MADE AT MY DIRECTION AND THAT I DATE GENERAL MANAGER FOR DEPT. OF FIRE HYDRANT C/O ALLIED PROPERTIES NEWARK, DE 19702 AND CORRECT TO THE ACCURACY REQUIRED BY ACCEPTED SURVEYING STANDARDS AUTHORIZE THIS PLAN TO BE RECORDED IN ACCORDANCE WITH THE LAND USE OF NEW CASTLE COUNTY PO BOX 7189 AND PRACTICES AND BY THE NEW CASTLE COUNTY UNIFIED DEVELOPMENT CODE. REGULATIONS OF THE NEW CASTLE COUNTY UNIFIED DEVELOPMENT CODE. WATER VALVE WV WILMINGTON, DE 19803 INTEGRAL CURB & GUTTER TYPE 2 APPROVED BY SURVEY BY: ECI, KA SCALE:1" = 100' DATE COUNTY COUNCIL PRESIDENT FOR MONITORING WELL

10-1-2018 revisions COUNTY COUNCIL OF NEW CASTLE COUNTY DESIGNED BY: G.C. PROFESSIONAL ENGINEER DATE JAMES H. OESTE - EAGLE HUNT LLC DATE RIPARIAN BUFFER AREA LINE RBA 0 100' 200' 10/01/2018 100 YEAR FLOOD LINE 100YR DRAWN BY: B.F.K. DATE: 09-28-18 SHEET: 1 OF 3

TREES / TREELINE CHECKED BY: C.M. DRAWING NO.: 2834.01 - R01

S19° 59' 53"W 335.59' 53"W 59' S19° GRAVE STONE (TYP.) STONE GRAVE

LOD 50 LOD SS

LOD 40'SS PROPOSED 40' WIDE SANITARY SEWER EASEMENT

LOD FOR THE BENEFIT OF NEW CASTLE COUNTY

SS

LANDS N/F

LOD 55 OLD FORT UNION AMERICAN SS LOD METHODIST EPISCOPAL CHURCH S76° 51' 51"E 515.04'

TP 09-030.00-077

DR 20141219-0057374 55 SS ZONED: NC21 55 LOD

LOD LOD SS

LOD 60 LOD

LOD

LOD LOD

60 S66° 48' 37"E 352.19' FOUND IRON PIPE

60 16.19' 30.00' 42.00' 42.00' 30.00' 30.00' 45.00' 45.00' 30.00' 42.00' OH LOD 14.21' LOD

REAR YARD SS

62 20' (TYP.) OH

S80° 25' 40"E 112.87' 110.00' LOD 110.00' 60 83.44' 110.00' 110.00' 110.00' 111.54' 110.00' 110.00'

110.00' OH OH SIDE YARD 6' 15.22' (TYP.)

LOD

OH

OH OH

SS

65

OH LOD 60

OH

OH

65 58.01'

OH

OH LOD

OH 65 5 6 7 8 9 10 11 12 13 14 15

N4° 54' 20"W 120.40'

OH OH

OH 0.1061 AC. 6' 6' ACCESS EASEMENT 0.0760 AC. 0.1061 AC. 0.1061 AC. 0.0758 AC. 0.0758 AC. 0.1136 AC. 64 0.1136 AC. 0.0758 AC. 0.1437 AC. 0.0784 AC. N23° 11' 23"E 110.00'

SS

6' ACCESS EASEMENT

OH 113.26'

OH OH 6' N23° 11' 23"E 115.30' 66

LOD LOD

OH OH OH 30.00' STREET

YARD (TYP.)

OH 110.02' OH OH 70 4 3 N63° 49' 53"E 160.01'

15' SS 9

OH LOD

OH 0.1355 AC.

7

OH 70

7.63' 46.25' .

"

30.00' C17 9 3

S66° 48' 37"E 359.88' 6 2

C16 0

'

19.484± S.F. 19.484±

OH

OH

3

OH 112.36' 0

1 =

°

N6° 57' 11"E 274.95' 11"E 57' N6°

EAGLE HUNT LANE R

3 4

LOD C15 SS SS SS SS SS SS SS SS SS #1 ROUTE STATE

,

0

OH

OH

8 STATE OF DELAWARE OF STATE

OH SS 0

LOD ROAD PUBLIC DEDICATED

FH 26' WIDE REDUCED R.O.W 5 =

.

0.0766 AC. Δ

SS 3

2

OH N66° 48' 37"W 284.89'

OH SS 2

OH 42.00' C14 =

C20 16.88' 28.01' C19 A

C5 75 2

15' AREA MANAGEMENT STORMWATER OH

OH C18 OH

STREET 0.0763 AC. LOD

C13

75 YARD (TYP.) 6'

OH

OH

LOD OH SS OH 70 68

OH 1 C3 70 OH PROPOSED 17' x 8'

OH LOD

OH 76 C6 S26° 10' 07"E 119.17' C12

NORTH OLD BALTIMORE PIKE BUS STOP PAD 0.1123 AC. 4 OH 16

75' ROW DEDICATED TO PUBLIC USE OH C21 C4 OH 24 23 22 21 20 19 18 17 OH SS

0.1021 AC.

OH

78 OH 0.1056 AC. 0.0758 AC. 0.0758 AC. 0.1136 AC. 0.1136 AC. 0.0758 AC. 0.0758 AC. 0.0758 AC. OH OH

C11 A=30.00, R=3069.79 OH N23° 11' 23"E 97.79'

OH 66 OH

6' ACCESS EASEMENT Δ=000°33'36"

OH LOD N23° 11' 23"E 107.68' N23° 11' 23"E 110.00'

OH N87° 11' 41"W 51.36'

OH OH

C10 OH

75

77 6' SIDE YARD LOD OH

DRAINAGE EASEMENT FOR PIPE

OH OH

LOD (TYP.) DRAINAGE EASEMENT FOR PIPE OH 110.00' 110.00' 20' 110.00' 110.00' 110.00'

110.00' OH

OH 20' OH REAR YARD L2 SWMA LOD LANDS N/F

OH 20' 75 (TYP.)

78 SARAH MOODY OH

OH LOD OH 42.00' 30.00' 30.00' 45.00' 45.00' 30.00' 30.00' 30.00' N81° 56' 41"W 162.67' N87° 11' 58"W 52.81' TP 09-030.00-079 OH S66° 48' 37"E 285.00' S78° 18' 30"E 39.80' C2 LOD DR I44-87

OH C9

OH OH

78 ZONED: NC21

OH 25'

25'

OH

OH OH LOD C22 N78° 18' 30"W 78.54' OH 75 LOD N81° 56' 41"W 165.00'

OH N66° 48' 37"W 295.93'

OH LOD OH LOD LOD LOD N74° 18' 26"W 76.38' LOD LOD LOD

FOUND CONCRETE MONUMENT C7 OH S87° 33' 37"E 51.62'

OH C1

OH LOD

OH OH 30.48' 15' PATTERSON LANE

77 30' OH OH

OH (PRIVATE ROW)

OH N87° 33' 37"W

OH

OH N78° 18' 30"W 82.51'

OH

OH OH

76 C23 N66° 48' 37"W 296.99'

OH

BARRIER

ASPHALT OH CONCRETE

77 N74° 18' 26"W 70.93' OH

DRIVE WITH DRIVE

OH

OH LOD

OH OH

OH 78 DRAINAGE EASEMENT FOR SWALE

OH

OH

OH

OH

OH

OH

OH OH

78

OH OH LANDS N/F

N87° 33' 37"W 62.22' LOD OH

OH LOUISE G WEBSTER L.E. 78 TP 09-030.00-078

OH N87° 33' 37"W 104.11' OH

OH

OH

OH DR 20130312-0015792

76

78 C8 LOD LANDS N/F

OH ZONED: NC6.5

OH 77 OH 79

OH CHRISTIANA COMMUNITY OH

CENTER, INC. OH OH

OH N87° 33' 37"W 28.19'

OH 78 TP 09-030.00-092 L1

OH DR 1883-285

OH

BUILDING OH

EXISTING

OH OH ZONED: NC6.5

Curve Table

OH Line Table

OH

OH OH

OH Length

79 Line # Direction Length Curve # Radius Delta Chord Direction Chord Length

OH

OH

OH OH

LANDS N/F OH

L1 N82° 48' 37"W 15.00 C1 30.00 49.49 94°30'48" S40° 18' 13"E 44.06

OH

STRAIGHTWAY MINISTRIES OH OH

DR 20130619-0039302 OH L2 S66° 48' 37"E 3.00 C2 125.00 94.08 43°07'27" N70° 52' 35"E 91.88

OH OH

OH C3 163.00 181.72 63°52'32" S81° 15' 07"W 172.45

OH OH C4 50.00 234.95 269°14'10" N67° 48' 28"E 71.18 C5 25.00 38.94 89°14'10" N22° 11' 32"W 35.12 EXPLORATORY MAJOR SUBDIVISION PLAN C6 137.00 168.72 70°33'40" S77° 54' 27"W 158.26 C7 150.00 130.41 49°48'40" N67° 31' 57"E 126.34 FOR C8 20.00 29.84 85°29'12" S49° 41' 47"W 27.15 EAGLE HUNT C9 125.00 65.01 29°48'02" N77° 32' 18"E 64.28 C10 125.00 29.07 13°19'25" N55° 58' 34"E 29.00 SITUATE IN: WHITE CLAY HUNDRED, NEW CASTLE COUNTY, DELAWARE C11 163.00 13.58 4°46'21" N51° 42' 02"E 13.57 nd Ass s a oc n ia Karins and Associates ri t C12 163.00 30.13 10°35'32" N59° 22' 58"E 30.09 a N e date s ENGINEERS ● PLANNERS ● SURVEYORS K W E

E S NEWARK, DE & GEORGETOWN, DE

C13 163.00 30.22 10°37'18" N69° 59' 23"E 30.17 s n r

g

o www.karinsengineering.com i n y C14 163.00 27.86 9°47'38" N80° 11' 51"E 27.83 e e e v 17 POLLY DRUMMOND CENTER * SUITE 201 r r s Su NEWARK, DELAWARE 19711 C15 163.00 26.61 9°21'10" N89° 46' 15"E 26.58 Pl rs checked a nne PHONE: (302) 369-2900 FAX: (302) 369-2975 C16 163.00 30.87 10°51'10" S80° 07' 35"E 30.83 OWNER: PROPERTY ADDRESS: C17 163.00 22.45 7°53'23" S70° 45' 18"E 22.43 EAGLE HUNT LLC EAGLE HUNT LANE C/O ALLIED PROPERTIES NEWARK, DE 19702 C18 25.00 24.08 55°11'14" N5° 10' 04"W 23.16 PO BOX 7189 WILMINGTON, DE 19803 10/01/2018 C19 25.00 14.85 34°01'41" N49° 47' 46"W 14.63 C20 137.00 25.27 10°34'02" N72° 05' 38"W 25.23 SURVEY BY: ECI SCALE: 1" = 30'

C21 137.00 143.46 59°59'44" S72° 37' 29"W 136.99 revisions DESIGNED BY: G.C. 0 30' 60' C22 150.00 82.18 31°23'30" N58° 19' 22"E 81.16 DRAWN BY: B.F.K. DATE: 09-28-18 SHEET: 2 OF 3 C23 150.00 48.22 18°25'11" N83° 13' 42"E 48.02 CHECKED BY: C.M. DRAWING NO.: 2834.01 - R02

0.0784 AC. 0.0784

(TYP.) REAR YARD REAR

70

15'

6

(TYP.) SIDE YARD SIDE

25' AC. 0.1056

14.21' 42.00' 24

C20 0.0760 AC. 0.0760 SS 111.54' C17

110.00' 16.19' LOD 7

16.88'

SS

0.0758 AC. 0.0758 7.63' YARD (TYP.) YARD

STREET LANDS N/F 23 15' 30.00' 30.00' 30' 110.00' NERINA LISA PILCHARD & 110.00' AC. 0.1061 JOHN E MARCONE &

DRAINAGE EASEMENT FOR SWALE FOR EASEMENT DRAINAGE JOANNE COLLINS

8 26' WIDE REDUCED R.O.W REDUCED WIDE 26' PATTERSON LANE PATTERSON

(PRIVATE ROW) (PRIVATE TP 09-030.00-071 0.0758 AC. 0.0758

EAGLE HUNT LANE HUNT EAGLE LOD DR WR144917

SS

22 6' 30.00' SS ZONED: ST 110.00' 6' ACCESS EASEMENT 42.00'

110.00' LANDS N/F

LOD 0.1061 AC. 0.1061 JAMES H & LOUISE T MACKIE N66° 48' 37"W 295.93' TP 09-030.00-073

N66° 48' 37"W 296.99'

0.1136 AC. 0.1136 LANDS N/F WL

9 MF 20020321-0026664 A

CLYDE R & JUDY T HAHN & DR S65-232

45.00' 21

SS BRENDA S IRWIN SS FES#2 ZONED: NC21 TP 09-030.00-074

42.00' LANDS N/F WL DR 20100707-0035155

DRAINAGE EASEMENT FOR PIPE 66

0.0758 AC. 0.0758 ROBERT W. & CHRISTINA ROGERS ZONED: NC21 RBA

20' N23° 11' 23"E 110.00' TP 09-030.00-075 6'

LANDS N/F WL

10 CB#4 6' ACCESS EASEMENT 110.00' LOD DR 20180716-0035616 LANDS N/F FRANCISCO LOPEZ-VAZQUEZ ZONED: NC21 WL

0.1136 AC. 0.1136 TP 09-030.00-076 SS

CB#3 OLD FORT UNION AMERICAN N06° 41' 23"E 989.88'

S66° 48' 37"E 285.00' DR 20150717-0035511 LOD WL 20

45.00' 68 SS LANDS N/F LANDS METHODIST EPISCOPAL CHURCH 30.00' ZONED: NC21

TP 09-030.00-077 WL

0.0758 AC. 0.0758 LOD

LOD DR 20141219-0057374 11 LOD 110.00' ZONED: NC21 WL 110.00' LOD

WL

LOD SS SS 100YR

0.0758 AC. 0.0758 30.00' SS WL N66° 48' 37"W 284.89' RBA

LOD LOD SS

19 SS 30.00'

LOD

0.1136 AC. 0.1136 100YR SS

SS 110.00' SS WL

110.00' 12

SS LOD S66° 48' 37"E 352.19' WL

66 SS SS

LOD LOD

0.0758 AC. 0.0758 SS WL

18 LOD WL 30.00' 45.00' WL S37° 14' 28"E 281.64'

S66° 48' 37"E 359.88'

64 SS

110.00' LOD

LOD

LOD

25' WL

LOD

SS LOD

100YR

WL

0.1136 AC. 0.1136 110.00' 0.0758 AC. 0.0758

13 RBA RBA

SS

17 WL

30.00' 100YR

LOD RBA

WL

62 40'

FOR THE BENEFIT OF NEW CASTLE COUNTY CASTLE NEW OF BENEFIT THE FOR LOD

PROPOSED 40' WIDE SANITARY SEWER EASEMENT SEWER SANITARY WIDE 40' PROPOSED 45.00' 60

L2 SS

0.0758 AC. 0.0758 WL

0.1021 AC. 0.1021 SS

WL

SS 14 16 110.00'

N78° 18' 30"W 82.51' 30"W 18' N78° 40' N78° 18' 30"W 78.54' 30"W 18' N78°

28.01' WL

WL WL COUNTY CASTLE NEW OF BENEFIT THE FOR WL WL EASEMENT SEWER SANITARY WIDE 40' EXISTING

LOD WL

WL WL 100YR LOD PRECAUTIONARY S78° 18' 30"E 39.80' 30"E 18' S78° 30.00' STEEP SLOPES WL WL

N23° 11' 23"E 97.79' WL WL WL

RBA WL WL 100YR

WL SS 0.1061 AC. 0.1061

C19 110.00' WL WL

YARD (TYP.) YARD STREET

15 EAGLE RUN

SS SS (TYP.)

15' YARD SIDE

C18 WL WL LOD WL

WL C5 WL

WL

20' WL (TYP.)

REAR YARD REAR WL WL N23° 11' 23"E 110.00' 42.00' WL WL

WL WL

WL

3 WL

WL SS

RBA WL SS WL

SWMA

SS 6' WL WL WL 100YR

WL

46.25' 100YR SS WL WL

WL WL

LOD

LOD

WL SS WL

WL

WL

WL WL N81° 56' 41"W 162.67' 41"W 56' N81°

WL WL

WL SS WL WL

100YR RBA WL WL C4

WL

100YR

WL N81° 56' 41"W 165.00' 41"W 56' N81°

WL LOD

WL WL

LOD WL WL SS "

FOUND IRON PIPE WL '10 00 WL 3 . °3 90 STORMWATER19.484± MANAGEMENT S.F. AREA WL 42 =4 WL =0 R Δ 2,

WL 9 WL 3.

WL 36 LOD =

WL WL A

100YR

SS

FOUND IRON PIPE WL LOD WL WL

69.79 S19° 59' 53"W 335.59' WL LOD 0 WL , R=3 WL =223.58 60 A 0'23" N87° 11' 41"W 51.36' 41"W 11' N87° Δ=004°1

N87° 11' 58"W 52.81' 58"W 11' N87° S13° 21' 02"W 151.38' S25° 50' 41"W 70.19'

A=30.00, R=3069.79

TP 09-030.00-079 TP ZONED: NC21 ZONED: =000°33'36"

SARAH MOODY SARAH Δ STATE ROUTE #1

SS DR I44-87 DR

LANDS N/F LANDS STATE OF DELAWARE

DEDICATED PUBLIC ROAD

SS SS

EXPLORATORY MAJOR SUBDIVISION PLAN FOR EAGLE HUNT

SITUATE IN: WHITE CLAY HUNDRED, NEW CASTLE COUNTY, DELAWARE

nd Ass s a oc n ia Karins and Associates ri t a N e date s ENGINEERS ● PLANNERS ● SURVEYORS K W E

E S NEWARK, DE & GEORGETOWN, DE s n r

g

o www.karinsengineering.com i n y e e e v 17 POLLY DRUMMOND CENTER * SUITE 201 r r s Su NEWARK, DELAWARE 19711 Pl rs checked a nne PHONE: (302) 369-2900 FAX: (302) 369-2975 OWNER: PROPERTY ADDRESS: EAGLE HUNT LLC EAGLE HUNT LANE C/O ALLIED PROPERTIES NEWARK, DE 19702 PO BOX 7189 WILMINGTON, DE 19803 10/01/2018

SURVEY BY: ECI SCALE: 1" = 40' revisions DESIGNED BY: G.C. 0 40' 80' DRAWN BY: B.F.K. DATE: 09-28-18 SHEET: 3 OF 3

CHECKED BY: C.M. DRAWING NO.: 2834.01 - R03 Preliminary Land Use Service (PLUS)

7 «¬ Eagle Hunt 2018-11-07

Legend PLUS Project Areas 2015 State Strategies Level 1 Level 2 Level 3 «¬7 Level 4 Out of Play Way oke bro ge Ed

t

C

w

e

i

V

p

n

o

L

T

i

c

c

i

R

2018-11-07

B row ns L n

P att ers on Ln Location Map

Mo 7 ody Pl «¬1 ¨¦§95 «¬ «¬7 Ba yard St «¬1 1:4,000 «¬1 «¬273 Preliminary Land Use Service (PLUS)

7 «¬ Eagle Hunt 2018-11-07

Legend PLUS Project Areas 2012 Land Use LULC Category 110 Single Family Dwellings «¬7 Multi-Family Dwellings Mobile Home Parks/Courts Way Commercial oke bro Industrial ge Ed Transportation/Communication/Utilities Mixed Urban/Built-up Institutional/Governmental

Recreational

t

C Farms, Pasture, Cropland

w Confined Animal Feeding Operations/Feedlots/Holding

e

i

V Rangeland

p

n Orchards/Nurseries/Horticulture

o

L

T i Deciduous Forest

c

c i Evergreen Forest

R Mixed Forest Shrub/Brush Rangeland Clear-cut Man-made Reservoirs and Impoundments Marinas/Port Facilities/Docks 2018-11-07 Open Water Emergent Wetlands - Tidal and Non-tidal Forested Wetlands - Tidal and Non-tidal Scrub/Shrub Wetlands - Tidal and Non-tidal B row Sandy Areas and Shoreline ns L n Extraction and Transitional

P att ers on Ln Location Map

Mo 7 ody Pl «¬1 ¨¦§95 «¬ «¬7 Ba yard St «¬1 1:4,000 «¬1 «¬273 Preliminary Land Use Service (PLUS)

Eagle Hunt 2018-11-07

E Legend dge bro oke PLUS Project Areas Wa 1 y «¬

n

L

i

c

c

i

R

2018-11-07

«¬7

B row ns L Location Map n «¬1

«¬7

Pat ters on 1 Ln «¬ 1:2,480 Mo ody Pl Surdex Corp