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N EW C A S T L E C OU N T Y D ELAW ARE C H E S T ER C O UN T Y PE NNS YL VAN I A C E C I L C O U N T Y M A R Y L A N D C H ES T E R COU NTY PE N N SYLVANIA N EW C AST L E CO U NTY D ELAWA RE O P 2 O P 2 O P 7 O P 7 O P 7 § ¨ ¦ 95 § ¨ ¦ 495 § ¨ ¦ I 295 § ¨ ¦ I 495 § ¨ ¦ 95 § ¨ ¦ 95 § ¨ ¦ I 295 MARYLAND DELAWARE § ¨ ¦ 95 § ¨ ¦ 95 § ¨ ¦ 95 § ¨ ¦ I 495 186434 O P 7 O P 7 O P 1 O P 1 O P 273 O P 273 £ ¤ 13 £ ¤ 13 £ ¤ BUS 13 £ ¤ 202 £ ¤ 202 £ ¤ 202 § ¨ ¦ 95 § ¨ ¦ I 495 £ ¤ 202 £ ¤ 40 O P 273 O P 141 O P 141 O P 141 O P 58 O P 58 O P 896 O P 273 O P 273 PI K E C R E E K BR A N D Y W IN E C RE E K Wilmington Newark New Castle Elsmere Newport Arden Ardentown Bellefonte Ardencroft Ardentown NAAMANS RD FOULK RD SHIPLEY RD KENNETT PIKE PAPER MILL RD BASIN RD KIRKWOOD HWY 4TH ST MONTCHANIN RD NEWPORT GAP PIKE CENTRE AVE MILL CREEK RD 2ND ST COLLEGE AVE CHURCHMANS RD FAULKLAND RD PIKE CREEK RD HAY RD VALLEY RD CAPITOL TRL WALNUT ST UNION ST MILLTOWN RD BRACKENVILLE RD DARLEY RD OLD WILMINGTON RD ROCKLAND RD OLD KENNETT RD BENGE RD PYLES FORD RD CHAPEL ST BARLEY MILL RD GRUBB-HARVEY RD WILSON RD DUNCAN RD 11TH ST BROOM ST GREENBANK RD OWLS NEST RD YORKLYN RD LEA BLVD MARYLAND AVE MCKENNANS CHURCH RD DOE RUN RD KING ST NEW CASTLE AVE 18TH ST WEDGEWOOD RD VEALE RD CENTERVILLE RD WELDIN RD CREEK MILL RD MARROWS RD RED MILL RD MOORES LA 6TH ST THOMPSON BRIDGE RD KIRK RD SHARPLESS RD NEW RD POSSUM PARK RD CORNER KETCH RD HARMONY RD HILLSIDE RD SMITH BRIDGE RD GRAVES RD WOOD DALE RD THOMPSON STATION RD SNUFF MILL RD SALEM CHURCH RD DUPONT RD OLD BALTIMORE PIKE KIAMENSI RD JACKSON ST ADAMS ST PLEASANT HILL RD 7TH ST CASHO MILL RD RUTHAR DR LINCOLN ST CHRISTIANA AVE ALAPOCAS DR SHARPLEY RD 12TH ST SCHOOL LA OLD CAPITOL TRL CAMPBELL RD BARKSDALE RD RAMSEY RD NEW LINDEN HILL RD LITTLE BALTIMORE RD MILLER RD FOX DEN RD NOTTINGHAM RD FRENCHTOWN RD BRANDYWINE BLVD OLD AIRPORT RD APPLEBY RD OGLETOWN RD LIMESTONE RD CROSSAN RD DELAWARE AVE ROCKWOOD RD MOUNT LEBANON RD TWADDELL MILL RD STAR RD HERCULES RD SOUTHWOOD RD LIBRARY AVE MAIN ST COMMONS BLVD RIVER RD MEMORIAL DR MARKET ST MITCH RD UPPER PIKE CREEK RD POLLY DRUMMOND HILL RD LAMBSON LA WILMINGTON RD BAYNARD BLVD MURPHY RD CHAPMAN RD MARSH RD BUCK RD HEALD ST BLACK GATES RD WEST AVE OLD COACH RD WYOMING RD BRANCH RD CENTER MILL RD TELEGRAPH RD HOPKINS BRIDGE RD EBRIGHT RD BOXWOOD RD OLD NEWARK RD LANCASTER PIKE CHURCH RD CHRISTIANA BYPASS JUSTIS ST AUBURN MILL RD AIRPORT RD STANTON CHRISTIANA RD ZEBLEY RD PIGEON POINT RD STONEY BATTER RD ASHLAND CLINTON SCHOOL RD NEWPORT RD OLD CHURCHMANS RD PHILADELPHIA PIKE NINE GATES RD SPRUCE ST CENTER MEETING RD CHURCH ST VANDEVER AVE TERMINAL AVE BROWNS LA WOODLAWN RD NORTHEAST BLVD HARES CORNER RD DELAWARE ST BELLEVUE RD HILLSIDE MILL RD OLD PUBLIC RD SEARS BLVD PRIDES XING MCGOVERN RD ROGERS RD SCHOOL BELL RD BALA RD FIRST STATE BLVD SKYLINE DR OLD PAPER MILL RD CLEVELAND AVE RACE ST BRECKS LA OTTS CHAPEL RD MEETING HOUSE RD RIDGE RD EAGLE RUN RD POSSUM HOLLOW RD CHAMBERS ROCK RD LOWER RD OLD OGLETOWN RD WASHINGTON STREET EXT OLD POSSUM PARK RD SILVERSIDE RD BURNT MILL RD TWIN C LA HILLCREST AVE CARPENTER STATION RD HICKMAN RD GUYENNECOURT RD PENNSYLVANIA AVE RISING SUN LA APPLE RD WALNUT GREEN RD SAINT JAMES CHURCH RD LIGHTHOUSE RD BEAR CHRISTIANA RD YEATMANS MILL RD CARUTHERS LA FRONT ST LEE RD GARDEN OF EDEN RD EDGEMOOR RD MITCHELL RD 16TH ST SOCIETY DR BEAVER VALLEY RD OLD COUNTRY RD GRUBBS LANDING RD LANDERS LA BROWNLEAF RD CONCORD AVE HARRISON AVE ROAD 355G SOUTH ST LANCASTER AVE POLLY DRUMMOND HILL COLLEGE AVE 12TH ST NEWPORT PIKE ELKTON RD STANTON OGLETOWN RD BAYNARD BLVD VALLEY RD STANTON CHRISTIANA RD OLD CHURCHMANS RD MAIN ST DUPONT RD GOVERNOR PRINTZ BLVD CHAPEL ST WASHINGTON ST UNION ST RIVER RD PIKE CREEK RD RAMSEY RD DELAWARE AVE MAIN ST OLD CAPITOL TRAIL MARKET ST NEWPORT PIKE MAIN ST CHAPEL ST CAPITOL TRAIL CHRISTIANA RD WASHINGTON ST UNION ST CHRISTIANA RD HILLSIDE RD CONCORD PIKE CENTRE AVE BROOM ST DUPONT RD OLD CHURCHMANS RD CHESTNUT HILL RD HOPKINS BRIDGE RD ADAMS DAM RD WASHINGTON ST BRANDYWINE CREEK RD OLD COOC OLD HARMONY RD LANCASTER AVE NEWPORT PIKE ¬ « 2 ¬ « 4 ¬ « 48 ¬ « 261 ¬ « 52 ¬ « 9 ¬ « 7 ¬ « 273 ¬ « 3 ¬ « 141 ¬ « 72 ¬ « 34 ¬ « 41 ¬ « 896 ¬ « 92 ¬ « 100 ¬ « 58 ¬ « 1 ¬ « 82 ¬ « 62 ¬ « 37 ¬ « 202 ¬ « 9A ¬ « 273 ¬ « 9 ¬ « 1 ¬ « 141 ¬ « 202 ¬ « 896 ¬ « 7 ¬ « 41 ¬ « 37 ¬ « 4 ¬ « 92 ¬ « 100 ¬ « 72 ¬ « 7 ¬ « 41 ¬ « 48 ¬ « 100 ¬ « 7 ¬ « 41 ¬ « 2 ¬ « 261 ¬ « 3 ¬ « 48 ¬ « 72 ¬ « 4 ¬ « 41 ¬ « 92 ¬ « 52 ¬ « 273 ¬ « 41 ¬ « 3 ¬ « 141 ¬ « 896 ¬ « 52 ¬ « 896 ¬ « 100 £ ¤ 13B £ ¤ 202 £ ¤ 13 £ ¤ 40 £ ¤ 13 £ ¤ 40 £ ¤ 202 £ ¤ 13 £ ¤ 40 £ ¤ 202 £ ¤ 13 £ ¤ 13 £ ¤ 13 £ ¤ 13 £ ¤ 40 £ ¤ 13B £ ¤ 40 £ ¤ 13 £ ¤ 40 £ ¤ 202 £ ¤ 13B M il l C r e e k Christina River Red Clay Creek W hi te C l a y Creek P i k e C r e e k B ra n d y w i n e C r e e k M i d d l e R u n L i ttl e M ill C r e e k H yd e R un Sh ellp o t C re e k P erk in s R u n St o n ey C r e e k B u r r o w s R u n Rocky Run Lea t h er e m s R u n Sout h B r a n c h N a a m an Cr ee k C h est n u t R u n T ur k e y R u n H us ba n d s R un Nonesuch Creek L am b o rn R u n Army Creek Al a p oc a s R u n W i l son R un N a a ma n C r e e k W ill o w R u n Hu r r i c a n e Run R a m s ey R u n B o g y R u n W e s t Bra n ch Chri s ti na Ri v e r Be av e r Cre e k Per s im m o n R u n B o g y R u n Chr i sti n a R i v e r W i l so n R un Wilson Run W i ls on R u n A r m y C r e e k W i l s o n R un S h ell p ot C re e k § ¨ ¦ 95 § ¨ ¦ 495 § ¨ ¦ 295 § ¨ ¦ 95 § ¨ ¦ 495 § ¨ ¦ 295 § ¨ ¦ 95 137 10743 10742 66294 10623 60000 31820 10012 10011 10010 31614 30266 10006 10007 81438 40146 81439 10029 10046 10045 10030 10047 10043 35916 10001 10039 10041 10060 35665 10038 10037 10002 10004 10622 10005 10003 186434 100401 103657 104173 104741 186070 164777 108453 52445 48941 61213 10809 10801 10807 98686 10983 10806 81190 10986 10985 76858 10860 234156 103232 224404 231525 231031 188883 219509 109168 10758 63804 10760 10759 10764 10798 10797 10796 10795 10450 10472 10474 234491 173223 196555 218652 q 0 0.5 1 1.5 2 0.25 Miles Match line: MAP 1 MAP 2 Water Resource Protection Areas for City of Newark City of Wilmington New Castle County Delaware 1987, Revised 1993, 2001, 2006, and December 2011 Map 1 of 3 Map composed by Nicole M. Minni Water Resources Agency, University of Delaware Cockeysville Formation WRPA Wellhead WRPA Surface Water WRPA Flood Plains Recharge WRPA Recharge Areas Drainage Area Watersheds upstream from Public Surface Water Intakes Source Watersheds Water Resource Protection Areas (WRPAs) Outcrop Wissahickon Reservoir Watershed Erosion Prone Slopes Class C WRPA Class A WRPA - 150-foot Radius Class A WRPA Transient, Non-Community Wells (Restaurants, Stores, Hotels, Parks, etc.) Non-Transient, Non-Community Wells (Schools, Daycare Centers, Office, Factory, etc.) 0 2,500 5,000 7,500 10,000 1,250 Feet (From New Castle County Unified Development Code, Adopted on December 31, 1997, and as amended.) SURFACE WATER RESOURCE PROTECTION AREAS WELLHEAD WATER RESOURCE PROTECTION AREAS COCKEYSVILLE FORMATION WATER RESOURCE PROTECTION AREAS DEFINITIONS The Cockeysville Formation Water Resource Protection Areas consist of: (1) areas that are directly underlain (outcrop) by the Cockeysville Formation, and (2) land surface areas which drain to the areas underlain by the Cockeysville Formation (Cockeysville Formation Drainage Area). The locations of the Cockeysville Formation were obtained from Plate 1 of a report prepared by the Delaware Geological Survey in 1991 titled "Summary Report, Geology and Hydrology of the Cockeysville Formation, New Castle County, Delaware." Areas draining to and across the Cockeysville Formation were derived from the U. S. Geological Survey 7.5 minute topographic quadrangle maps. The brown areas depicted on Plate 1 in the "Summary Report" mark areas underlain by the Wissahickon or Setters formations where inter-formational groundwater flow to the Cockeysville Formation is considered greater than average. For land use regulation purposes, these areas are considered as being in the Cockeysville Formation Drainage Area. The Cockeysville Formation forms environmentally sensitive areas because the rocks which comprise the formation (calcite and dolomite) are fractured and subject to dissolution. The associated complex sub-surface drainage system, potential for rapid groundwater movement, and sinkhole formation make the groundwater in this area highly susceptible to contamination. In addition, recharge to this formation, essential for maintaining the groundwater resource, is limited by the relatively small outcrop areas. The Cockeysville Formation in the Hockessin area currently supports public and private water supply wells producing an average of more than 1.5 million gallons per day. Wellhead Water Resource Protection Areas are surface and sub-surface areas surrounding public water supply wells or wellfields where the quantity or quality of groundwater moving toward such wells or wellfields may be adversely affected by land use activity. Such activity may result in a reduction of recharge or may lead to introduction of contaminants to groundwater used for public supply. Three classes of Wellhead Water Resource Protection Areas are shown on the maps. Class A - The area within a 300 foot radius circle around all public water supply wells which are classified as water systems, as defined by Section 22.146 (Public Water Systems) in the State of Delaware Regulations Governing Public Drinking Water Systems. Class A wells are community, transient non-community, and non-transient non-community. Class B - The Glendale and Eastern States Wellfields. These Wellhead Protection Areas have been delineated through the use of hydrogeologic mapping, analytical methods, and application of U.S. EPA modular semi-analytical models using a five year time-of- travel by the Delaware Geological Survey as discussed in a report prepared by the Delaware Geological Survey entitled "Application of the EPA WHPA Models for Delineation of Wellhead Protection Areas in the Glendale and Eastern States Wellfields, New Castle County, Delaware" dated January 1993. Class C - Wellhead Protection Areas delineated by the Delaware Geological Survey and the Delaware Department of Natural Resources and Environmental Control through the interpretation of geologic and hydrologic reports and maps, water-table maps, and professional judgment. Such areas are considered preliminary designations. Surface Water Resource Protection Areas consist of : (1) the areas which drain on the surface or underground to existing public water supply reservoirs, (2) the land surfaces in the Flood Plain upstream of an approved public water supply intake. The Flood Plain is comprised of the 100-year Flood Plain as defined in Article 33 of New Castle County Unified Development Code and (a) delineated by the Federal Emergency Management Agency (2010) and (b) soils frequently and very frequently flooded mapped by the New Castle County Soil Survey, prepared by the U.S. Department of Agriculture, Natural Resources Conservation Service (2010), and (3) Erosion Prone Slopes contiguous to and draining toward a Flood Plain or a water course upstream of an approved public water supply intake. Erosion Prone Slopes consist of soils with all or part of the area at greater than or equal to 15% slopes as mapped by the New Castle County Soil Survey, prepared by the U.S. Department of Agriculture, Natural Resources Conservation Service (2010) with map unit symbols BkD, BnF, BrvF, CnD, GaC, GaD, GaE, GeC, GgC, GgD, GhC, GnC, MaC, MaD, MaE, MxC, NtC, NvC, NvD, NvE, SaD, SaE, and UzF. Surface water sources are susceptible to pollutants released in proximity to and upstream of intakes or storage facilities. Currently, these sources provide approximately 70% of the daily public water supply and most of the emergency water supply for New Castle County. The drainage areas, flood plains, and erosion prone slopes were derived from the following maps and report: (1) U. S. Geological Survey Topographic Quadrangle maps, (2) WATER 2000, Volume VII, 1984, Water Resources Agency for New Castle County (1984), (3) Digital Flood Plain Mapping, Federal Emergency Management Agency (2010), and (4) New Castle County Soil Survey, U. S. Department of Agriculture, Natural Resources Conservation Service (2010). The drainage areas, flood plains, and erosion prone slopes were derived from the following maps and report: (1) U. S. Geological Survey Topographic Quadrangle maps, (2) WATER 2000, Volume VII, 1984, Water Resources Agency for New Castle County (1984), (3) Digital Flood Plain Mapping, Federal Emergency Management Agency, 1997, and (4) Soil Survey of New Castle County, U. S. Department of Agriculture, 1970. New Castle County Department of Land Use, New Castle County Roads, 2011. Delaware Department of Natural Resources and Environmental Control, Public Surface Water Supply Intakes Database and Public Water Supply Wells Database, 2011. Delaware Geological Survey, Delineation of Ground-Water Recharge Resource Protection Areas in the Coastal Plain of New Castle County, Delaware, 1993. Delaware Geological Survey, Application of the EPA WHPA Models for Delineation of Wellhead Protection Areas in the Glendale and Eastern States Wellfields New Castle County, Delaware, 1993. Delaware Geological Survey, Letter to Water Resources Agency for New Castle County, September 27, 1993. Delaware Geological Survey, Summary Report Geology and Hydrology of the Cockeysville Formation, New Castle County, Delaware, 1991. Federal Emergency Management Agency, Digital Flood Plain Maps, 2010. New Castle County, Delaware, New Castle County Unified Development Code, adopted on December 31, 1997 and as amended. United States Department of Agriculture, Natural Resources Conservation Service, New Castle County Soil Survey, 2010. United States Geological Survey, Newark East (1985), Newark West (1970), Kennett Square (1985), and Wilmington North (1973) Quadrangles. United States Geological Survey, Digital Line Graph (DLG) files, check this date 1993. Water Resources Agency for New Castle County, New Castle County Resource Protection Area Program Revision, 1987. RECHARGE WATER RESOURCE PROTECTION AREAS ACKNOWLEDGEMENTS REFERENCES Recharge Water Resource Protection Areas are designated as having excellent potential for groundwater recharge. They were delineated using methodology described in a report prepar- ed by the Delaware Geological Survey entitled "Delineation of Ground-Water Recharge Resource Protection Areas in the Coastal Plain of New Castle County, Delaware (1993)." This map was prepared by the University of Delaware, Institute for Public Administration, Water Resources Agency with technical assistance from the Delaware Geological Survey, Delaware Department of Natural Resources and Environmental Control, New Castle County Department of Special Services, New Castle County Department of Land Use, New Castle Conservation District, and the New Castle County Resource Protection Area Technical Advisory Committee. Technical reports completed by private consultants on individual development proposals were also used to revise WRPA boundaries.

186434 Ardentown Ardencroft109168 10758 63804 10760 10759 10764 10798 10797 10796 10795 10450 10472 10474 234491 173223 196555 218652 q 0 0.25 0.5 1 1.5 2 Miles Mat ch li ne: A P 1

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Page 1: 186434 Ardentown Ardencroft109168 10758 63804 10760 10759 10764 10798 10797 10796 10795 10450 10472 10474 234491 173223 196555 218652 q 0 0.25 0.5 1 1.5 2 Miles Mat ch li ne: A P 1

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Newark

New Castle

Elsmere

Newport

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Ardentown

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NOTTINGHAM RD

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Match line: MAP 1MAP 2

Water Resource Protection Areasfor

City of NewarkCity of WilmingtonNew Castle County

Delaware1987, Revised 1993, 2001, 2006, and December 2011

Map 1 of 3

Map composed by Nicole M. MinniWater Resources Agency, University of Delaware

Cockeysville Formation WRPA

Wellhead WRPA

Surface Water WRPA

Flood Plains

Recharge WRPARecharge Areas

Drainage Area

Watersheds upstream from Public Surface Water Intakes

Source Watersheds

Water Resource Protection Areas(WRPAs)

OutcropWissahickon

Reservoir Watershed

Erosion Prone Slopes

Class C WRPA

Class A WRPA - 150-foot RadiusClass A WRPA

Transient, Non-Community Wells(Restaurants, Stores, Hotels, Parks, etc.)Non-Transient, Non-Community Wells(Schools, Daycare Centers, Office, Factory, etc.)

0 2,500 5,000 7,500 10,0001,250Feet

(From New Castle County Unified Development Code, Adopted on December31, 1997, and as amended.)

SURFACE WATER RESOURCE PROTECTION AREAS

WELLHEAD WATER RESOURCE PROTECTION AREAS

COCKEYSVILLE FORMATION WATER RESOURCE PROTECTION AREAS

DEFINITIONS

The Cockeysville Formation Water Resource Protection Areas consist of: (1) areas thatare directly underlain (outcrop) by the Cockeysville Formation, and (2) land surfaceareas which drain to the areas underlain by the Cockeysville Formation (CockeysvilleFormation Drainage Area). The locations of the Cockeysville Formation were obtained from Plate 1 of a report prepared by the Delaware Geological Survey in 1991 titled "Summary Report, Geology and Hydrology of the Cockeysville Formation, New Castle County, Delaware." Areas draining to and across the Cockeysville Formation were derived from the U. S. Geological Survey 7.5 minute topographic quadrangle maps.

The brown areas depicted on Plate 1 in the "Summary Report" mark areas underlain bythe Wissahickon or Setters formations where inter-formational groundwater flow to theCockeysville Formation is considered greater than average. For land use regulation purposes, these areas are considered as being in the Cockeysville Formation DrainageArea.

The Cockeysville Formation forms environmentally sensitive areas because the rockswhich comprise the formation (calcite and dolomite) are fractured and subject todissolution. The associated complex sub-surface drainage system, potential for rapidgroundwater movement, and sinkhole formation make the groundwater in this areahighly susceptible to contamination. In addition, recharge to this formation, essential formaintaining the groundwater resource, is limited by the relatively small outcrop areas.The Cockeysville Formation in the Hockessin area currently supports public and privatewater supply wells producing an average of more than 1.5 million gallons per day.

Wellhead Water Resource Protection Areas are surface and sub-surface areassurrounding public water supply wells or wellfields where the quantity or quality ofgroundwater moving toward such wells or wellfields may be adversely affected by landuse activity. Such activity may result in a reduction of recharge or may lead tointroduction of contaminants to groundwater used for public supply.Three classes of Wellhead Water Resource Protection Areas are shown on the maps.

Class A - The area within a 300 foot radius circle around all public water supply wells which are classified as water systems, as defined by Section 22.146 (Public Water Systems) in the State of Delaware Regulations Governing Public Drinking Water Systems. Class A wells are community, transient non-community, and non-transientnon-community.

Class B - The Glendale and Eastern States Wellfields. These Wellhead Protection Areas have been delineated through the use of hydrogeologic mapping, analytical methods, and application of U.S. EPA modular semi-analytical models using a five year time-of-travel by the Delaware Geological Survey as discussed in a report prepared by the Delaware Geological Survey entitled "Application of the EPA WHPA Models for Delineation of Wellhead Protection Areas in the Glendale and Eastern States Wellfields, New Castle County, Delaware" dated January 1993.

Class C - Wellhead Protection Areas delineated by the Delaware Geological Survey andthe Delaware Department of Natural Resources and Environmental Control through theinterpretation of geologic and hydrologic reports and maps, water-table maps, and professional judgment. Such areas are considered preliminary designations.

Surface Water Resource Protection Areas consist of : (1) the areas which drain on thesurface or underground to existing public water supply reservoirs, (2) the land surfacesin the Flood Plain upstream of an approved public water supply intake. The Flood Plainis comprised of the 100-year Flood Plain as defined in Article 33 of New Castle County Unified Development Code and (a) delineated by the Federal Emergency Management Agency (2010) and (b) soils frequently and very frequently flooded mapped by the New Castle County Soil Survey, prepared by the U.S. Department of Agriculture, Natural Resources Conservation Service (2010), and (3) Erosion Prone Slopes contiguous to and draining toward a Flood Plain or a water course upstream of an approved public watersupply intake. Erosion Prone Slopes consist of soils with all or part of the area at greaterthan or equal to 15% slopes as mapped by the New Castle County Soil Survey, preparedby the U.S. Department of Agriculture, Natural Resources Conservation Service (2010)with map unit symbols BkD, BnF, BrvF, CnD, GaC, GaD, GaE, GeC, GgC, GgD, GhC, GnC, MaC, MaD, MaE, MxC, NtC, NvC, NvD, NvE, SaD, SaE, and UzF.

Surface water sources are susceptible to pollutants released in proximity to and upstreamof intakes or storage facilities. Currently, these sources provide approximately 70% ofthe daily public water supply and most of the emergency water supply for New Castle County. The drainage areas, flood plains, and erosion prone slopes were derived fromthe following maps and report: (1) U. S. Geological Survey Topographic Quadranglemaps, (2) WATER 2000, Volume VII, 1984, Water Resources Agency for New Castle County (1984), (3) Digital Flood Plain Mapping, Federal Emergency Management Agency (2010), and (4) New Castle County Soil Survey, U. S. Department of Agriculture, Natural Resources Conservation Service (2010).

The drainage areas, flood plains, and erosion prone slopes were derived from the following maps and report: (1) U. S. Geological Survey Topographic Quadrangle maps, (2) WATER 2000, Volume VII, 1984, Water Resources Agency for New Castle County (1984), (3) Digital Flood Plain Mapping, Federal Emergency Management Agency, 1997, and (4) Soil Survey of New Castle County, U. S. Department of Agriculture, 1970.

New Castle County Department of Land Use, New Castle County Roads, 2011.

Delaware Department of Natural Resources and Environmental Control, Public SurfaceWater Supply Intakes Database and Public Water Supply Wells Database, 2011.

Delaware Geological Survey, Delineation of Ground-Water Recharge Resource ProtectionAreas in the Coastal Plain of New Castle County, Delaware, 1993.

Delaware Geological Survey, Application of the EPA WHPA Models for Delineation ofWellhead Protection Areas in the Glendale and Eastern States Wellfields New CastleCounty, Delaware, 1993.

Delaware Geological Survey, Letter to Water Resources Agency for New Castle County, September 27, 1993.

Delaware Geological Survey, Summary Report Geology and Hydrology of the CockeysvilleFormation, New Castle County, Delaware, 1991.Federal Emergency Management Agency, Digital Flood Plain Maps, 2010.

New Castle County, Delaware, New Castle County Unified Development Code, adopted onDecember 31, 1997 and as amended.

United States Department of Agriculture, Natural Resources Conservation Service, NewCastle County Soil Survey, 2010.

United States Geological Survey, Newark East (1985), Newark West (1970), Kennett Square (1985), and Wilmington North (1973) Quadrangles.United States Geological Survey, Digital Line Graph (DLG) files, check this date 1993.

Water Resources Agency for New Castle County, New Castle County ResourceProtection Area Program Revision, 1987.

RECHARGE WATER RESOURCE PROTECTION AREAS

ACKNOWLEDGEMENTS

REFERENCES

Recharge Water Resource Protection Areas are designated as having excellent potential for groundwater recharge. They were delineated using methodology described in a report prepar-ed by the Delaware Geological Survey entitled "Delineation of Ground-Water Recharge Resource Protection Areas in the Coastal Plain of New Castle County, Delaware (1993)."

This map was prepared by the University of Delaware, Institute for Public Administration, Water Resources Agency with technical assistance from the Delaware Geological Survey, Delaware Department of Natural Resources and Environmental Control, New Castle County Department of Special Services, New Castle County Department of Land Use, New Castle Conservation District, and the New Castle County Resource Protection Area Technical Advisory Committee. Technical reports completed by private consultants on individual development proposals were also used to revise WRPA boundaries.